HomeMy WebLinkAbout20210755 269 Broadway Site Plan Application ���� f � �4 � � r�`�i� ,,..,`. *. '�� ���.. _. �a*. I �a >�,w�r �I„`�;"' �FOR OFFICE USE�
'�i'�'f"' CITY OF SARATOGA SPRINGS �Application#)
..�'° ����
r
�� ���� ;� pLANNING BOARD
;_ � �� ��- (Date received)
— ,�, � CITY HALL-474 BROADWAY
��;��,�� .'- SARATOGA SPRINGS, NEW YORK 12866-2296
��,, '' `- 'al�,' TEL: 518-587-3550X2533
- www.saratoga-springs.org (Project Title)
Staff Review
APPLICATION FOR:
SITE PLAN REVIEW
(INCLUDING PUD)
**Application Check List-All submissions must include completed application check list and all required items.**
Property 269 Broadwa
Address/Location: y
Tax Parcel #: 165.75-1-7 Zoning District:T-6
(for example: 165.52-4-37)
Project Description:
Construct a six story mixed use commercial and retail building with underground parking
Date special use permit granted (if any): Date zoning variance granted (if any):
Has a previous application been filed with PB for this property?: �NO ✓�YES
If YES, include Application TYPE Sketch Plan and DATE: 3/10/20
Is property located within (check all that apply)?: e Historic District 0 Architectural Review District
❑ 500' of a State Park, city boundary, or county/state
highway
APPLICANT(S)* OWNER(S) (If nOt appllCant) ATTORNEY/AGENT
Name 269 Broadway LLC MJ Engineering
Addl'eSS 85 Railroad Place Saratoga Springs, NY 1533 Crescent Rd, Clifton Park, NY
Phone 518-615-0552 518-371-0799 ext 419
Email 9erard.moser@goprimegroup.com ayovine@mjels.com
Identify primary contact person: 8 Applicant ❑ Owner ❑ Agent
* An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in
question.
Revised 1/2021
City of Saratoga Springs-Site Plan Review Application 1
REQUIRED ITEMS: *3 hard copies (1 w/origina!signature), 1 digitai copy of ALL materials
Appiication Fee: Make checks payable to the"Commissioner of Finance".
REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT.
Check City's wabsite(www.saratopa-sprinqs.org�for meeting dates.
Does any City officer, employee or family member thereof have a financial interest(as defined by General
Munieipal Law Section 8Q9) in this application? YES NO N� . If YES, a statement disclosing the
name, residence, nature and extent of this interest must be filed with this application.
I, the undersigned owner, leasee or purchaser under contract for the property, hereby request Site Plan
Review by the Planning Board for the identified property above. I agree to meet all requirements under
Section 240-7.2 of the Zoning Ordinance af the City of Saratoga Springs.
Furthermore, I hereby authorize members of the Planning Board and designated City staff to enter the property
associated with this application for purposes of conducting any necessary site inspections relating to this
application.
�
Applicant Signature: Date: �����''�
�
If applicant is not cu ent owner, owner must also sign.
Owner Signature: Date:
City of Saratoga Springs-Site Plan Review Application 2
��'�`0`'�' ��'�� CITY OF SARATOGA SPRINGS
� � ; f�:
�
f_ PLANNING BOARD
,� � CITY HALL-474 BROADWAY
y'�,���'� .'� SARATOGA SPRINGS, NEW YORK 12866-2296
�%, ' " �,' TEL: 518-587-3550 X2533
c`���'�%GA��U ,q www.saratoga-springs.org
SITE PLAN REVIEW SUBMITTAL CHECKLIST
Listed below are the minimum submittal requirements for site plan review as set forth in The City of
Saratoga Springs' Zoning Ordinance Appendix B. The Planning Board reserves the right to request
additional information, as necessary, to support an application. The Board also reserves the right
to reject the application if these minimum requirements are not met. Please complete the checklist
below and provide with your submission.
REQUIRED ITEMS: �� � i..�"��'I ���;� ��,.. �.`i ��.k��i"1 ;ii �s.�`I �'�� �a��� � �I ` �i�Y$ �..�I s�=�� _� �:�`i ��I_:_ � ..����µ� ,�! .����
CHECK EACH ITEM
� 1. Completed Site Plan Application (3 hard copies-*1 w/original signature - and 1 digital) and Fee
� 2. SEQR Environmental Assessment Form- short or long form as required by action.
� 3. Set of plans including: (3) large scale plans (sheets must be 24"x 36", drawn to a scale of
not more than 1"=50 feet). One digital version (PDF) of all submittal items printable to scale
� 4. Basic or Full Storm Water Pollution Prevention Plan as required per City Code Chapter 242.
� 5. Copy of signed DPW water connection agreement for all projects involving new water
connections to the City system
� 6. Engineering Report for Water and Sanitary
� 7. Complete Streets Checklist
� 8. Project Cost Estimate for Letter of Credit (Utilize City Template)
REQUIRED ITEMS ON SITE PLAN, AS APPLICABLE:
1. Property line survey prepared by a licensed land surveyor. Site plan must reference such
� survey with all corners set and marked on plan. Reference NGVD 1929 datum. A copy of the
original property survey must also be included.
� 2. North arrow and map scale
� 3. Parcel tax map number
� 4. Site location map (with title block and map key)
0 5. Incorporate the City's standard engineering details
City of Saratoga Springs Site Plan Checklist 1
� 6. Site vicinity map (all features within 300 feet of property)
� 7. Identification of zoning district with corresponding area requirements
� 8. Building setback lines, either listed or shown on plans.
� 9. Title block with project name; name and address of applicant; and name and address of
property owner(if different)
� 10. Project Name
� 11. Name of all adjacent property owners within 300 feet (Include both sides of street)
� 12. Parcel street address (existing and any proposed postal addresses)
Yes rro rr�a 13. Identification of all existing or proposed easements, covenants or legal rights-of-way on this
� � � property
� � � 14. References to all prior variances or special use permits
� � � 15. Existing and proposed contours and spot grades (at 2 foot intervals) e�ending to property boundary
� � � 16. Identification of all spoil, borrow, storage, or staging areas
❑ � � 17. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands,
floodplains, rock outcroppings, etc.
� � � 18. Erosion and sediment control plan —including designated concrete truck washout area
� � � 19. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and
condition)
� � � 20. Location, design specifications and construction material for all proposed site improvements
(drains, culverts, retaining walls, berms, fences, etc.)
� � � 21. Location and distance to fire hydrant
� � � 22. Identify size, material, elevations and slopes of all existing and proposed utilities with 400' of site
� � � 23. Parking lot layout plan and identification of all loading areas (number all spaces)
� � � 24. Parking demand calculations
� � � 25. Identification of parking spaces and access points for physically impaired persons
� � � 26. Location and screening plan for dumpster or recycling bins
� � � 27. Location, design, type of construction and materials, proposed use and exterior dimensions of
all buildings (existing and proposed) on site including finish floor elevations to nearest tenth foot.
� � � 28. Identification of storage of any potentially hazardous materials
� � � 29. Planting plan identifying quantity, species and size of all proposed new plant materials.
Label existing plant material to be retained or removed.
� � � 30. Lighting plan showing type, location and intensity of all existing and proposed exterior
lighting fixtures
Checklist prepared by: M� Engln@@ring �ate: 7�23/21
City of Saratoga Springs Site Plan Checklist 2
2021 LAND USE BOARD FEE WORKSHEET
OPED Fees Type 2021 Fee
ApplicationtoZoningBoardofAppeals[1][2] TOTAL #VARIANCE
UseVariance $1100+$50/app
Area Variance-Residential $275/var+$50/app+$125 eachadd'I variance
Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200eachadd'I variance
Interpretations $550+$50/app
Post-WorkApplication Fee Add 50%App fee+$50/app
Variance extensions 50%ofApp fee+$50/app
Application to Design Review Commission[1] TOTAL #STRUCTURE
Demolition $385
Residential Structures
Principal $55
Accessory $55
Extension $35
Modification $55
Multi-Family,Comm,Mixed-UseStructures
Sketch $165
Principal $550
Exten si o n $200
Modification $330
Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings
Principal $140
Extension $75
Modification $140
Post-WorkApplication Fee Add 50%App fee
ApplicationtoPlanningBoard[1] TOTAL #STRUCTURE
Special UsePermit[2] $990+$50/app
Special UsePermit-extension $330
Special UsePermit-modification[2] $450+$50/app
Site Plan Review-incl.PUD:
Sketch Plan $330
Residential $330+$200/unit
Residential-extension $200
Residential-modification $400
Non-residential 21749.38 $660+$130/1000sf
Non-Residential-extension $300
Non-Residential-modification $650
Subdivision-incI.PUD: TOTAL #LOTS
Sketch Plan $330
PreliminaryApproval[2]
Residential:1-5 lots $660+$50/app
Residential:6-10 lots $990+$50/app
Residential:11-201ots $1320+$50/app
Residential:2l+lots $1650+50/app
Residential-extension $330
Final Approval[2]
Residential $1320+$175/lot+$50/app
Non-Residential $2000/lot+$50/app
Final Approval Modification[2]
Residential $330+$50/app
Non-Residential $550+$50/app
Final Approval Extension
Residential $135
Non-Residential $330
Other: TOTAL #LOT/ACRE
Post-WorkApplication Fee Add 50%App fee
Lot Li ne Adj ustment $350
Letter of Credit-modification or extension $440
Letter of Credit-collection up to 1%ofLoC
Recreation Fee $2000/lotorunit
Land Disturbance $660+$55/acre
SEQRA EIS Review(Draft&Final) TBD
Legal Noticing if PB requires Public Hearing $50/app
[1] Feesarebasedonperstructure,exceptwherenoted. $Z1,749.3E TOTALDUE
[2] Legal ad required;includesCityprocessingand publishing
ForAdminisirative Use
Total Paid at Intake
Revised Fee
Balance Due
��_Balance Paid Staffapproval
Cost Estimate for Letter of Credit (Template)
(Note: This is not an all inclusive list. Please adjust for project specifics.)
Planning Board No.: 20200174
Project: 269 Broadway
Location: 269 Broadway
Saratoga Springs, NY
Date: 7/23/2021
Firm Name&Preparer: M.J. Engineering
On Site (All infrastructure 8�amenities on private property)
Item# Item/Remarks Quantity Unit Unit Cost Subtotal %Complete Reduced $
Site Preparation and Gradinq
1 Clearing &Grubbing 0.55 AC $10,000.00 $5,500.00 0% $5,500.00
2 Misc. Erosion Control Measures 1 LS $8,000.00 $8,000.00 0% $8,000.00
Demolition
3 Asphalt Removal 8,280 SF $4.00 $33,120.00 0% $33,120.00
4 Concrete Removal 1,060 SF $5.00 $5,300.00 0% $5,300.00
Hard Scape
5 Granite Curbing 115 LF $40.00 $4,600.00 0% $4,600.00
6 Stone Subbase 105 CY $30.00 $3,150.00 0% $3,150.00
7 Concrete Curbing 50 LF $23.00 $1,150.00 0% $1,150.00
8 Concrete Sidewalk 1,295 SF $5.00 $6,475.00 0% $6,475.00
9 Retaining Wall 80 LF $150.00 $12,000.00 0% $12,000.00
Site Amenities
10 Traffic Signs 7 EA $250.00 $1,750.00 0% $1,750.00
11 Striping 396 LS $0.40 $158.40 0% $158.40
12 Crosswalk 1 LS $1,000.00 $1,000.00 0% $1,000.00
13 Bench 2 EA $500.00 $1,000.00 0% $1,000.00
14 Bike Rack 1 EA $1,000.00 $1,000.00 0% $1,000.00
15 Site Lighting 1 LS $6,000.00 $6,000.00 0% $6,000.00
16
Site Water
17 6" DIP Class 52 Water Main 45 LF $30.00 $1,350.00 0% $1,350.00
18 Water Fittings 1 LS $2,000.00 $2,000.00 0% $2,000.00
Site Sanitary
19 4"SDR-26 Sanitary Line&Stone 25 LF $10.00 $250.00 0% $250.00
20 6"SDR-26 Sanitary Line&Stone 65 LF $15.00 $975.00 0% $975.00
21 Manhole Structure 1 EA $1,000.00 $1,000.00 0% $1,000.00
Site Storm
22 12" HDPE Storm Drain &Stone 90 LF $35.00 $3,150.00 0% $3,150.00
23 Catch Basin 3 EA $1,000.00 $3,000.00 0% $3,000.00
Stormwater Manaqement
24 UG Infiltration Chambers 1 EA $50,000.00 $50,000.00 0% $50,000.00
269 Broadway Estimate.xls
Item# Item/Remarks Quantity Unit Subtotal %Complete Reduced $
Landscapinq
25 Topsoil/Seed/Mulch 5250 SF $2.00 $10,500.00 0% $10,500.00
26 Deciduous Trees 1 EA $750.00 $750.00 0% $750.00
27 Shrubs 66 EA $100.00 $6,600.00 0% $6,600.00
Total onsite Work $169,778.40 $169,778.40
Total onsite X.25 $42,444.60 $42,444.60
Off Site (All infrastructure 8� amenities to be dedicated to the City)
Item# Item/Remarks Quantity Unit Subtotal %Complete Reduced $
Road Construction
28 Stone Subbase 50 CY $30.00 $1,500.00 0% $1,500.00
29 Asphalt Pavement(Binder) 450 SF $4.00 $1,800.00 0% $1,800.00
30 Asphalt Pavement(Top) 450 SF $4.00 $1,800.00 0% $1,800.00
31 Concrete Curbing 90 LF $23.00 $2,070.00 0% $2,070.00
32 Concrete Sidewalk 1,310 SF $5.00 $6,550.00 0% $6,550.00
Site Amenities
33 Crosswalk 1 LS $1,500.00 $1,500.00 0% $1,500.00
Off Site Water
34 6" DIP class 52 Water Main 15 LF $30.00 $450.00 0% $450.00
35 6" Mueller Gate Valve 1 EA $500.00 $500.00 0% $500.00
36 Testing &Disinfection 1 LS $1,000.00 $1,000.00 0% $1,000.00
Site Sanitary
37 SDR-35 6"Sanitary Service to PL&Stone 1 LS $5,000.00 $5,000.00 0% $5,000.00
38 Manhole Structure 1 EA $1,000.00 $1,000.00 0% $1,000.00
Site Storm
39 Catch Basin 1 EA $1,000.00 $1,000.00 0% $1,000.00
Misc.
40 As-built Drawing 1 LS $6,000.00 $6,000.00 0% $6,000.00
Total offsite Work $30,170.00 $30,170.00
Total On-Site Work X25% $42,444.60
Total Off-Site work $30,170.00
Total LOC Amount= $72,614.60 *New LOC Reduced Amount= $72,614.60
City LOC Approval/Date City LOC Reduction Approval/Date
*LOC cannoi be reduced to less than 25%of the original LOC amount.
Maximum Reduction 75%_ $18,153.65
269 Broadway Estimate.xls
> >
�
INDEX OF SHEETS RECORD OF SUBMISSION
COVER C-001 t,,,,_ , PRELIMINARY SUBMISSION JULY 26, 2021
NOTES & LEGEND C-002 '�' �"�:�J� � �"� 1� �°���
� �� �,; � �:::��
; z� ���;. �!�;`��'�
EXISTING CONDITIONS PLAN C-100 � �- �'�Q'�� �' `' "`�'"'`�� ��'����
`�? r�±,t�s,sc
� � � 5nrir+�
� �
REMOVALS PLAN C-110 � `�°'�'�Ui�+�� '� : �' �"`��`cL
� f',r,�i..�ti�Y c� �
a �
LAYOUT PLAN C-120
� gN I��n U�� ����irl V• � �Y:.r°knJ� �, . '�'iF%..,r
GRADING & DRAINAGE PLAN C-130 � ` � � `= -� °� �u,� ` :: ° � � ri41�
.� � � __ �r � � W
i' n � " �ir `� �
UTI LITY PLAN C-140 � "� ` `� � f �
� � �� � ,-
� �
� �
. � � ` e;� � � �.
EROSION CONTROL & LANDSCAPING PLAN C-150 `� C�� �n� y����, � � 4� � � �,
r�� e�E4R.iii�+!h9''I' ..,, 4+1�iir�. �- � �� 4 � t a rt.
SITE DETAILS C-500 � ���'��= ���t�� `' �t��-�:�-
��,�' � � `�' •-' � � �•!,:i�ur � �
SITE DETAILS C-501 � � ,�„�S� �y
S ITE DETAI LS C-502 � � ���°���` � ��r"���` R �
Y 4� � � `t `'Yhli.!�.'1�� � '.�:�-�'
SITE DETAILS C-503 L� u �":�"-'.+`
-� v
�a►.�" �' � SITE :-'�, �ot.::������
a
� � � �
�S�skL". �;� � '�" C, �` _ �as°9�
SITE DETAILS C-504 a Asr,� �� �] � �3 - .� ;r.�`
SITE DETAILS C-505 �LL L � �` .:� `�����r �'�`
�, 4
' � !4':.t r
S I T E D E TA I L S C-5 0 6 `�' � V,1 Circu�ar 51 � � � � ,� �a,�,;xt,���� �
�, _;�,���u� �� �ircuta� �r�� � ' �
. ti � �� �
L +" µ� � �,,i �JV j fLf�.i 7
�y� �
.t"
- u,•�� Q 9 �
';
�
�c����� x �di:,L1F�r.uk �
' +t�d�:tar�e -
;. �r. _
�,
�' 4.'i y
G ~ }�
I',: ��� �j��T!71 c[ °� +�"t'�y711I�.L�
.r � � u
..,f. . �.
'r �
_ _�'' r"y'S - - -. -�
LOCATION MAP
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and COVER �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C�OO �
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-001 COVER.dwg (Layout: C-001 )
Date: Mon, Jul 26, 2021 - 1:27 PM (Name: aborza)
GENERAL CONSTRUCTION NOTES: GENERAL NOTES:
LEGEND
1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES AND 1. DIG SAFELY NEW YORK TO BE CONTACTED PRIOR TO COMMENCING 1-800-962-7962
REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT 2, THIS PROJECT MAY REQUIRE THE USE OF BLASTING FOR EXCAVATION. CONTRACTOR TO EXISTING � / -' � ��
(SEQR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE MUNICIPAL LAWS, INCLUDING COORDINATE WITH THE VILLAGE OF VICTORY AND CITY ENGINEER FOR SAFETY PROTOCOLS V � `��S
FLOODPLAIN MANAGEMENT LAWS. AND PROPERTY NOTIFICATIONS AT LEAST TWO WEEKS IN ADVANCE. _ P
CONTOUR MINOR --------�sas----------
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY CONTOUR MAJOR ----- �550------- �
2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER,
COMPLETED AND MAINTAINED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND EDGE OF PATH �""
SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW ---------------------
STANDARDS. � � _ -- �
YORK STATE LICENSED LAND SURVEYOR. WOODS/BRUSH
4. CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED FENCE '-
3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT � �
UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR S �i
LANDS FREE OF DEBRIS, SOIL, AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION DITCH LINE - - - - COI VGI\li�� '`
EXPENSE.
RELATED TO THE SITE. 5. ALL UTILITY WORK INVOLVING CONNECTIONS TO THE EXISTING SYSTEMS SHALL BE � � �
COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND STORM LINE r r 5' n � ��I\K �-
4. ALL PLANT MATERIALS INSTALLED PURSUANT TO THIS SITE DEVELOPMENT PLAN SHALL CONFORM TO THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO AN EXISTING ��4� , ,_� 'q P �
�,_
THE AMERICAN STANDARD NURSERY STOCK(ANSI Z60.1-1986) OF THE AMERICAN ASSOCIATION OF SYSTEM. �- ST CO GJ
NURSERYMEN OR EQUIVALENT RECOGNIZED STANDARD, AND SHALL BE INSTALLED AND MAINTAINED IN 6. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR TEMPORARY POLE SUPPORT UTILITY POLE � � -r` NGRFS �� /
ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE. DURING CONSTRUCTION AS NECESSARY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS �� ,q = S ST �
ASSOCIATED WITH TEMPORARY UTILITY SUPPORT. PROPERTY LINE - - - - - - Q S O
5. ALL REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE NY 7. CONTRACTOR SHALL EXERCISE CARE IN HIS REMOVAL OPERATIONS SO AS NOT TO UNDULY � � , ._. �,. 9p G
STATE STANDARDS & SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. O '� <
DISTURB UNDERLYING MATERIALS WHICH ARE TO REMAIN IN PLACE. SHOULD THE WATERLINE M M w
CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN, THE DAMAGED MATERIALS �� s� SITE
6. BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE PLACED IN MAXIMUM SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT NO HYDRANT � �•
6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. ADDITIONAL EXPENSE TO THE OWNER. C
8. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, SIGNS/BILLBOARDS -� T y�
7. BACKFILL MATERIAL AROUND PROPOSED OR EXISTING STRUCTURES SHALL BE PLACED IN MAXIMUM DEBRIS, OR OTHER MATERIAL IN THE SEWAGE AND/OR STORM SEWER COLLECTION SYSTEMS -
6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL. PLATFORMS, � �r �
NETS, SCREENS, OR OTHER PROTECTION DEVICES SHALL BE USED TO CATCH MATERIAL. , ' �`
8. STREETS AND STORM SEWERS SHALL CONFORM TO THE MUNICIPAL LAW. SHOULD THE ENGINEER DETERMINE THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING ABBREVIATIONS �� A �
EMPLOYED, WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED. �j q� /�
9. WETLANDS IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT APPLICABLE APPROVALS g. CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC SPOT ELEVATION X ELEV. P�� Q� �j� A �
FROM THE U.S. ARMY CORPS OF ENGINEERS AND/OR NEW YORK STATE DEPARTMENT OF OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS � � � _
ENVIRONMENTAL CONSERVATION. THESE AREAS MAY BE SUBJECT TO PERIODIC OR PERSISTENT BEFORE. ANY DAMAGED TREES/SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE TOP OF STAIRS TS ° ' � Q �
STANDING WATER CONDITIONS. CONTRACTORS EXPENSE. BOTTOM OF STAIRS BS � � �
10. ALL WASTE AND DEBRIS TO BE REMOVED TO APPROPRIATE LANDFILLS. FINISH GRADE FG �
10. THE FLOOD PLAIN AREA IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT MUNICIPAL � C.
11. ALL EARTHWORK GRADING SHALL BE BLENDED SMOOTHLY AND EVENLY INTO EXISTING SMOOTH INTERIOR POLYETHYLENE PIPE SICPP
REVIEW AND APPROVAL. CONDITIONS. FINISH FLOOR ELEVATION FFE '
11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE-OUT ALL IMPROVEMENTS, VERIFY TOP OF CURB TC ZON I NG MAP
BOTTOM OF CURB BC
GRADES, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN TOP OF GUTTER TG
ENGINEER. ALL GRADING SHALL BLEND INTO THE SURROUNDING GRADES AT THE EDGE OF THE BOTTOM OF GUTTER BG
CONSTRUCTION LIMITS. SNOW REMOVAL NOTE: FLARED END SECTION FES ;
; INST-ED: INSTITUTIONAL
12. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE OF 1. SNOW WILL BE TRUCKED OFF SITE SHOULD THE AMOUNT OF SNOW PRESENT EXCEED � ED U CATI ON AL
CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON THE SITE WHICH ARE NOT PART OF THE IDENTIFIED AVAILABLE STORAGE SPACE. PROPOSED �
WORK OF THIS CONTRACT.
WATERMAIN NOTES: PROPER� �iNE
13. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. CONTRACTOR TO COORDINATE WITH MUNICIPALITY FOR TEMPORARY SHUTOFF OF MUNICIPAL SETBACK LINE - - - - - =;',i T-6: TR AN SECT ZON E 6
START OF WORK. WATER MAINS. LINEAR OBJECT TO BE U R B A N C 0 R E
14. CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO BEGINNING WORK. 2. ALL WATER MAINS, HYDRANTS, VALVES, AND SERVICES MUST BE INSTALLED IN ACCORDANCE DEMOLISHED
WITH MUNICIPAL LAW.
15. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION. HE SHALL MAINTAIN 3. 5'-0' MINIMUM COVER TO BE PROVIDED OVER ALL WATERMAINS. CONTOUR MINOR 1549
PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS 4. PIPE SHALL BE RESTRAINED 50 FEET IN BOTH DIRECTIONS OF ALL FILL AREAS WITH "FIELD LOK". CONTOUR MAJOR 1550
AND PROPERTY FROM DAMAGE. 5. ALL PIPES TO BE C-900 UNLESS NOTED OTHERWISE.
SANITARY LINE
WATER LINE
16. CONTRACTOR TO PROVIDE RECORD MAPPING TO THE MUNICIPALITY FOR ALL INFRASTRUCTURE THAT ELECTRIC LINE
WILL NOT BE OWNED, OPERATED, AND MAINTAINED BY THE MUNICIPALITY. STORMWATER DRAINAGE NOTES:
NATURAL GAS LINE
17. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. CONTRACTOR 1. ALL STORMWATER PIPES TO BE SICPP OR CMP UNLESS OTHERWISE DICTATED ON PLANS.
TO CONTACT UFPO AS REQUIRED. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF 0.50�o STORM LINE
2. SUMPS IN DRAINAGE STRUCTURES TO BE A MINIMUM OF 6"
18. ALL FILL AREAS REQUIRED FOR PROJECT SHALL BE CONSTRUCTED IN THE FOLLOWING MANNER: 3. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED FOR A 10 YEAR STORM EVENT MINIMUM. SEWER CLEANOUT
18.1. REMOVAL AND STRIPPING OF ALL ORGANIC MATTER FROM FILL SHALL BE DONE. 4. ALL PIPES TO HAVE A MINIMUM OF 2 FEET OF COVER OVER THE TOP OF THE PIPES UNLESS
OTHERWISE DICTATED ON PLANS. CATCH BASIN/STORM MANHOLE � �
18.2. FILL WILL BE DONE IN 6" LIFTS WITH NATIVE OR IMPORT CLEAN FILL WITH NO ORGANIC MATERIAL 5. NO SUBSTITUTIONS TO DRAINAGE STRUCTURES AS SPECIFIED ON THE PLANS AND DETAILS TO
18.3. THE FILL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR TEST AND VERIFIED BY BE PERMITTED UNLESS DIRECTED BY THE DESIGN ENGINEER. IN OR OUT-OF-PAVEMENT � �
CONTRACTOR. 6. WHERE PLANS INDICATED NYSDOT STRUCTURE TYPES ARE CALL OUT ON PLANS DUE TO INLET SILT PROTECTION
LIMITED COVERAGE OR TO HAVE CURB INLET BOX. THE CONTRACTOR MANY SUBSTITUTE � �
19. HANDICAP ACCESSIBLE PARKING STALLS AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% SLOPE. THESE STRUCTURES BASED UPON APPROVAL OF MUNICIPALITY. SILT FENCE
POLE MOUNTED LUMINAIRE
GRADING NOTES: WALL MOUNTED LUMINAIRE � SITE INFORMATION
1. IN AREAS OF PROPOSED FILL, ALL EXISTING VEGETATION AND OTHER ORGANIC MATERIAL, FENCE
INCLUDING THE ROOT MAT, SHALL BE REMOVED PRIOR TO PLACEMENT OF THE FILL. THE
MATERIAL SHALL BE DISPOSED OF IN AN APPROPRIATE OFF-SITE FACILITY, OR PROCESSED FOR ZONING- T-6 TRANSECT ZONE 6 IN OVERLAY DISTRICT
REUSE ON-SITE IN A MANNER THAT WILL NOT BE CONDUCIVE TO ADVERSE EFFECTS OF SITE SIGNAGE �
DECOMPOSITION, SUCH AS THE PRODUCTION OF ODORS OR THE CONCENTRATIONS OF PROPOSED USE: RETAIL, OFFICE AND RESTAURANT
NOXIOUS OR EXPLOSIVE GASES, OR THE CREATION OF UNSTABLE SUBSURFACE CONDITIONS. ALLOWED USES IN T-6 ZONE
THE PROPOSED METHOD OF ON-SITE PROCESSING AND REUSE SHALL BE SPECIFIED IN THE
GRADING PERMIT APPLICATION AND MAY REQUIRE CERTIFICATION BY A LICENSED BUILDING TO BE
PROFESSIONAL ENGINEER AS A SAFE AND EFFECTIVE MEANS OF DISPOSAL. REMOVED REQUIRED PROPOSED VARIANCE REQUIRED
2. NO VEGETATION OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. MAXIMUM HEIGHT: 70 FT. 70 FT NO
3. ALL FILL PLACED ON THE SITE SHALL BE AS FREE OF ORGANIC MATERIAL AS IS PRACTICABLE. MINIMUM % BUILD OUT ALONG FRONTAGE: 80% 99% NO
4. A GEOTECHNICAL ENGINEER WILL BE REQUIRED TO EVALUATE POTENTIAL SETTLEMENT ISSUES CITY SETBACK REQUIREMENTS REQUIRED PROPOSED VARIANCE REQUIRED
AND MOISTURE CONTENT OF NATIVE SOILS USED AS FILL. FULL-DEPTH ASPHALT FRONT BLDG. SETBACK: 0' MIN TO 12' MAX 0 FEET NO
TO BE REMOVED SIDE BLDG. SETBACK: 0' 0 FEET NO
REAR BLDG. SETBACK: 0' +/- 2 FEET NO
WOODS AND BRUSH TO PARKING
REQUIRED
BE REMOVED
SITE IS LOCATED WITH T-6 ZONE SO PARKING PER SECTION 6.2.2 REQUIRES 0 PARKING STALLS
VARIANCE REQUIRED
ASPHALT SURFACE PROPOSED 70 PARKING STALLS (UNDERGROUND) NO
CONCRETE SURFACE
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN N OT ES & L E G E N D
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C�OO�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-002 GENERAL NOTES.dwg (Layout: C-002)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
c� /� / /� I
W 3
� \ �
� � � = g� /
LEGEND LEGEND o 2
Q � h � l 16" �� 291.2 � LANDS N/F O 0
� _ `' � �a � THE SARATOGA HOSPITAL � �
� 3 3 � l BOOK:2012 PAGE:16471 � �
PROPERTY LINE --- --- ° / TAX ID: 165.75-1-4.21 � �
� z
ADJACENT PROPERTY LINE - - - - - - � � `�' I I �l '' l � �
EASEMENT LINE ---�------- o o° � � I N � ~
�, `' � � I j Q w
CAPPED IRON ROD O C.I.R. 3 h � � � i LANDS N/F � �
GLOVERSVILLE FEDERAL SAVINGS
IRON PIPE O I.P. � `'' � - �� I AND LDAN ASSOCIATIDN O �
SAN. MH 8 W � � BDOK:1040 PAGE:35 z Q
RIM=291.86 TAX ID: 165.75-1-4.1 � 0
GATE VALVE � 3� 8" "HANDICAPPED I
INV(A)=283.80, 12"CLAY O �
INV(8)=284J2, 12"CLAY � �' 3 -� `a PARKING" TYP. I I �
ELECTRIC METER ❑E ��`L \ `' 291.4 + � � � �
UTILITY POLE �S / ~ w
I TCH BASIN 6 I �
/ � � M=291.81
DECIDUOUS TREE � // � \ 3 V(A)=289.55, 12"RCP I 2-STORY
� ONNECTION NOT EVIDENT I BRICK BUILDING
SINGLE POST SIGN � �' � 3 rA� �
� � `B STORM MH 5 I ' I
DOUBLE POST SIGN �� (�) \ RIM=292.35 I
5 �� SUMP=289.18 � I
I�' MAINTENANCE ACCESS_ � �
TRAFFIC CONTROL BOX PULL T� CATCH BASIN 4
-� ,�p FOR CATCH BASIN 6
STORM MH 7 � �- - - RIM=291.41 CATCH BASIN 3
GUY WIRE C RIM=292.27 � � 3 INV(A)=287.84, 12"HDPE RIM=291.25
O INV(8)=287.97, 12"HDPE
INV(A)=286.52, 16"RCP V h � � INV(A)=288.32, 12"HDPE
CURB STOP `� INV(8)=286.67, 12"HDPE � � �p � INV(8)=288.35, 12"HDPE
INV(C)=286.93, 16"RCP r�
INV(D)=288.92, 15"HDPE � � � \ ST FFE_ �
GAS MARKER �C 3 m � � \ sroa•• 292�88 STORM MH 2 I
4�i 3 U Q \ \ ST rA) ' INV(A)9288.41, 12"HDPE
LIGHT POST � � 3 \ � - 292- - (e �
�- � G t� `B � CpNC INV(B)=288J0, 12"HDPE
BUILDING LINE � "' � � � � ° ` ST cuRe iNv(c)=zss.s� sNPvc
� �9 �� �
� � � � � sr - _ �
� 3 � � � 292.0 �Sj �A� � � SAN. MH 1
� 3 � U I � � � � �-B �e� RIM=292.89
� \ i � ASPHALT � S� � INV(A)=288.11, 6"PVC
GPS 1 o r,rrnss J PARKING LOT m INV(8)=288.26, 6"PVC I
N:1547061.090 / �h L V � � �� (q) (C)
E:682398.419 �;
EL:293.48' l
2�� �� �.P.9� ` \�292- - ' J/ 292.5 +s sr .--- -29� - / I
G � � � � � _ UMPSTER GRAVEL � /�Sj / �
� - - � .9J i / �
G ('pM� � � C NC CU�pg � SAN. MH 104
� ��B� SS RIM=295.20
� � � f � SS � INV(A)=290.40, 10"CLAY
� � � � � � -� / � � I FFE=295.42 ' � iNv(e)=2so.�o, �o"CLAY
� � 3 � ' � -COM / ` HOSPITq� ONLY" TYP ' I p� �ORg ' �BJ INV(C)=290.67. 10"CLAY
h - i � m
W -� 3 �� ' � GRASS/ 1 ' SEE EASEMENT NOTE No. - � _ � � � B� V BRICK BU�DING ' \� �� 3 y' � `rS
� �h ,� 294.3 �� � � '_ / / � - + 296.0
� � `-� � - f - / � ( � � � 7
o A o� / � - B / 9 �
� O � 3 � v �: �2�� �,�� \ �_ �- _ � ��K �NL Y" TYP, \ �' W �� j o 0
U
� � � � J �NO PARKING" / � TRANSFORMERS _ _\ �- / � � _ �3 3� �
� � � � � � 5- � i � � � �
� � � ^� I I / � / 2g T C�N�RETEJSID / ,2 g� �
� � 3 � / 295.3 I � _/_ fWqLK /,�\ � �
�
�'�° 3 �,� / 295.9 +J �264�2, � � �
� � �s o�� + 2 9 5.4 � // THOMPSON \ �AF,ryC S� 3
� � � - � GRASS � / � FLEMING �y,q� O`E
� � o � / � / / � � FH
� � 1� /
V 3 �3� W ' �lV GRASS 1\ 24�� / ASPHALT 6� � �/ �/ _ � 2g8. �
� PARKING LOT
^ g ��� � �Q BENCHMARK �2
CATCH BASIN 14
\ i 2 � � � � c�� 3 X-CUT IN
RIM=294.f0 ;'� / ,� � � � � I � 3 HYDRANT NHOA
INV=289.53, t2"RCP B h G^ o� / r c�°� / / i � ELEV=300.18'
��
� W� �
� T � �' � 3 `v o�� 24" I �°Q LANDS N/F � � / � ��
� 3 �, \ Q 269 BROADWAY SARATOGA LLC � � � �2gg '
I - - BDOK.2019 PAGE:29745 � � � / 3 �
C.I.R.F � I
� 'THOMPSON'.'.'.'. .'.�. . 294 / TAX ID: 165.75-1-7 3 =
BENCHMARK �1 FLEMING �� 6 � Q�
RR SPIKE IN WEST- FACE ~ NM16 � . . . . . . . . . . .+ . . S78• 2 ,•�• lV7g _ • � ___- (M.R. #1) 6 � �°� �/ / ' 3�„ o
OF UTILITY POLE `� � 3 ^ �;. .'.� ' ' �'.'29�'.7.'.'.'.'.'.'. 4. .47»���24' 41"Nr /� �.,�. +/� /� / / ' � �
ELEV=295.44' � . . .�. . . . . . . . . . . . . . . . . . . . . . .�.�. . . . . �
� •�� � / �
� �' �, �'' .y. . . . . .. . +� 295.�6• • •.•.•.•.•.•.•. e .� � � i � ��°� ay� � m
. . . . . . .
�, � � ��Zg`�.:.:.'. . . . . . ..' . . .'''''''''.'.'.'.'.'.'.'.'.'.'.'.'.'�..'.'.' ' ' ' ' ' ' ' ' '.'-'- .�.� - ' � � � // � / / h �� � 3�0 3 3 0°
,�o . . . .-. • - -
W / .�.�.�. . . . . . . . .�.�. . � �. . . . . . . . . . . . . . . . . . . .�.�. . �:�����Q. .� m . . . . . . . . . . . �� 296.1 � , / / � o �
,� � . . . . . . . . . . . . . . . . . . . . . . . . . . . . .f . . . . . . . . . �.� •�. _ _ �.-.-. . . .�. . �. � � � i / �0 / �
`' � � 3`° � / .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. . � �.�.�. . . .. . . . . . . - -. . . . . . . . BeN .�. . . . . . . . . . . .cRass�.�.�.�.�.�.�.�.�.�.�_ +296.6 � � � � / j / ^ � � 1 �
3 h, . . . . . . . . . . . . . . . . . . . . . . . . . . . . .COA✓CRET�;�j . .C/,•%. . ... . . . . . . . . . . . . . . . . ._ _ _ _ �.-.-. � .� i � � � '� fi� 2
o �,/ . . . . . . . . . . . . . . . . . . . ..... .f.� . . �. . . . . . . . . �w?LK. . . . . . .. . . . . . . . . . . . . . . '�. �"�_ _ / � / / '�� / o �
� � �, � _� . . . . . . . .��. . . . . . . . . . . . . . . . . . . . . . . . l �vc� . �a- . / / �n � �,
O ��. . .y. . . ; . . . . . . . . . . . . . . . . . . . . I. ..�•.•.•.•................................�. ...... ... . .� . . . . .� .�./ � C.I.R.F. Q �. �
. . . . �
h � 296 � J� ��.��8•?4 ¢��w .�...�.�.� . ...� .... . ...... . . .y •.�. . . .. . .�.�..�.�.�.�. . . . .. . . .�T.L.-.- .�.ti.�.�. . . . . . . . . . . .�� . . . . � 264.$p• TM�MiNc � `�O� � �j h
�g U � � � 3 � / � � . . . . . . . .. . . . . . �.�:i. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . �i.�. . , ,.,.,. . .�. �; i' / �'� Q � 0 �
Q � 3 `� � . . .�.y �. .�f . . . . . . . . . . . . . . . . . . . ... . .'` . . . . . . . '298'4'.�. . PRoa' . . . . . .�. . r� S�.T.�.�. . . . 0 Q � �
. . . . . . . . . . . . .
4 h m 3 / + 296.4 � . . . . . . . . . . . . . . . . .�.�.!. . .�.�. . . . .�.�.�.�.�.�. . . PER °Sea . . . . . �/. . ./. . . . . � �
� � � / . . � . . . . . . . . . . . . . MAN . . . �. . � 3
. . . . . . .
� . . . . . . . . . . . . . . . . .,. . . . . . . . . . . . . . . . . . . . . . . EASEMENT ��. . . . /. . . . . . . .BENCH• • • • • • m J'�•
J J 4r � . . . . . . NT. . . . . . .
l7l�ic0 V � � . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . .
d' 2 � � ASPHALT � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...�MR3) . . ../. . .+. . .� . . . . ,/. . . . . . - Z
rn � � PARKING LOT � _� .y.!. . . . . . . . . . . . . . . . . . . . I.. . . . . . . . . . . . . . .
� �, • 300�.� / . .
FH h �: � � �2g� � 297.3 + � -� . . . . . . . . . . . . . . .�.�.f.�.�.�.�.�./.�.�.�.�. . . . .�. . . .�.� . . . .o. . . . . . . . . . . ,�� cPs
3 /
c,� / / . . . . . . . . . . . .�.�. . . . . � . . . � . . . . . . . . � , (� � N:i�S897.490
h, 3 l� � � � � / . . . . . . . . . . . . . . . � . . . . . . . . . . ,/ ' �' h:
� . • •- . . . . . . / � . . . . . . . . . . � � E:6 2699.811
. . . . . . . . . . . . . . . . . . .
STORM MH 15 .� � ASPHALT � � - - . . . . . . . . . . . . . ,/, . . . . .�. . . . . . . . . �/. . . EL: 03.37'
RIM=295.29 W � � PARKIN�OT I . . .% . . . . . . ��. . �, . . . M•I ^� �} I 3 3
(UNABLE TO OPEN) � O � / i / . . / . . . . . . �' . . . . . . Q �"f
� �' _ / � + 298.4 � 26¢ 7�, . . . .0�� . . . . . . 3 /
� . . . . . . ... � ^:'� p3- -
� � � h � / - / , , � / � o �. . . . . � . . . ^�. . 0 . . . ^ Q � 3
� � � �B� �y / 298 /� � � �� .�. . .l. .:. ��.'�'. .' �\ �
�'3 -. s / , , - � I / . . �. . . �. . . �
� / _ � � / �. . . � 3 3
� `� g _
� � �' �, �\ , / � 2g / / - _ _ � � � �
SAN. MH 16 6 � \ �n �' � � � � l / - -,3�3, � °
RIM=295.68 2g V� 3 � / � � / / - -/ ' _ � � ❑
INV(A)=288.28. 12"CLAY � � FF � � / � � -3Q4 � °
INV(8)=288.93. 10"CLAY �- � /� / E=3��62 _3�4 � � � ��
iNv(c)=2ss.as. �2"CLAY �2" ACP � / 298.0/+ � --- �a. � �
(rzEc) \ h / / _ / � / �Z ^�os Q 3 Q 3
II � / � \3 os � � �
CATCH BASIN 17 / � // GRASS V �- �
RIM=295.64
2
INV=291.41, 12"RCP � ` / � /� /� / I � 305�3 3 h
�f � / � I
� FFE=300.64 /
� 299.7 , zo' �o' o zo'
h � /
� � � i �� /
� �V � // �/ Ra rKSRi��ninir_
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN EXI ST I N G CO N D I T I O N S
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t:� OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C�� OO
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-100 EXISTING CONDITIONS.dwg (Layout: C-100)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
c� /� / /� I
W 3
� \ �
� � � = g� /
° .2
Q � h � l 16" �� 291.2 � LANDS N/F w
� _ `' � �a � THE SARATOGA HOSPITAL � �
LEGEND• � 3 3 I / BOOK:2012 PAGE:16471 � �
o � TAX ID: 165.75-1-4.21 � �
� ASPHALT REMOVAL � � i � � I = ZO
� I �.
� CONCRETE REMOVAL o a � � �v � ' I ~ �
�, `' � � I � Q w
"""""""" U1ILITY REMOVAL 3
/ � �
_ � LANDS N/F � �
-'� FEATURE LINE REMOVAL � / � � GLOVERSVILLE FEDERAL SAVINGS � �
� W � � I A BDOK.1040SP�GE•30N O z
X SAN. MH 8 �
RIM=291.86 � 3� �� I
OBJECT REMOVAL INV(A)=283.80, 12"CLAY p � H "HANDICAPPED I Q
TAX ID: 165.75-1-4.1 �
� �, � PARKING" TYP. w p
INV(8)=284J2, 12"CLAY 3 � I I � �
��� \ 291.4 + � � �
/ � w
I TCH BASIN 6 I �
/ � � M=291.81 I
// � \ 3 V(A)=289.55, 12"RCP 2-STORY
� ONNECTION NOT EVIDENT I BRICK BUILDING
,� 0 3 rq� I
Q � `B STORM MH 5 I ' I
(D) � \ RIM=292.35 �
5 �� SUMP=289.18 � I
I�' MAINTENANCE ACCESS � � CATCH BASIN 4
-� ,�p FOR CATCH BASIN 6
STORM MH 7 � �- - - RIM=291.41 CATCH BASIN 3
RIM=292.27 � � 3 INV(A)=287.84. 12"HDPE RIM=291.25
O INV(8)=287.97, 12"HDPE
INV(A)=286.52, 16"RCP V h � � INV(A)=288.32, 12"HDPE
INV(8)=286.67, 12"HDPE � � p INV(8)=288.35, 12"HDPE
INV(C)=286.93, 16"RCP ~
INV(D)=288.92, 15"HDPE �� � ST
� 3 m � �\� \ sT REMOVE AN R S T� FFE-292.88 ' REMOVE ELECTRIC TRANSFORMERS AND POWER LINES, �
TEMPORARY POWER RELOCAl10N MAY BE REQUIRED BY
-� � r \ � S T�a) LIGHT POLE � N A l 1 0 N A L G R I D U N 1 1 L T R A N S F O R M E R/S W I T C H I S �E �
� 3 � � � � - 292- (e) ���,,, _ INSTALLED IN PERMANENT LOCA710N. CONTRACTOR PE
v. v �. � o �° ` `B REMOVE AND RESET PARKING SIGN(S) SHALL COORDINATE WITH NA710NAL GRID AS REQUIRED
� � � � �9� _ � � - SEE SHEET C-140
� � REMOVE AND RESET -
\ LIGHT POLE �� (q REMOVE TELEPHONE�
CROSSWALK TO BE RE-STRIPED, SEE SHEET C-120 Q 3 °_ \ � � � "�`.�" ST ) <e) BOX SAN. MH 1
3 3 I � � REMOVE AND RESET \ �B / �� / INV A 9288.11, s"Pvc �
� �, \ _ \ S � �- REMOVE AND RESET PARKING SIGN(S)
o � �A� PARKING SIGN(S) � ,m iNv(e)=2ss.2s, s"Pvc �
/ �~ `'� � REMOVE AND \ REMOVE AND RESET
�� �g \ LIGHT POLE �
� RESET PARKING � ;r " REMOVE AND RESET LIGHT POLE
REMOVE AND RELOCATE SIGN ,Lc�� P SIGNS 292- - � 292.5 +s ST � - /
REMOVE EXIS7ING G UMPSTER RAVEL �9J / / � / �
SIDEWALK, TYP. �
� _ CO/y CU g � / SAN. MH 104
� � ��B� SS RIM=295.20
� �, � �, � � - FFE=295.42 �
9. � SS � INV(A)=290.40, 10"CLAY
REMOVE CURB � � I � �-""�'��-�rBM N ° a � o ' �Nv�c�-2so.si, to"CLAY
� , ` ,, I � o� CONC. m � � �e� � )-
CURB
MILL ASPHALT AREA � 3 � � / - 1 - - - � � � N � `�
W -� � ' GRASS SEE EASEMENT NOTE No.1 � � � O V BRICK BU�DING � � 3 y' `rS
� �h ,� 294.3 � � � , / / � - + 296.0
° � `'`' � / _ f _ �j � `' �
REMOVE/ABANDON SEWER LATERAL PER CITY � � 3 0��` � � »ANK ON H � _ �� m
REQUIREMENTS � 3 � �; �, REMOVE SIGN � � ryP � W � o -�
DISCONNECT WATER SERVICE LATERAL h � � J �NO PARKING" �- � TRANSFORMERS _ / � � m U �o Cp ❑
TO MAIN PER CITY REQUIREMENTS. � N = / �` � �3 3�
REMOVE WATER LATERAL AND VALVE � � � ^� � � � 295. T � C�NCRETE�j�fWqLK ' / -2g� � �
REMOVE AND RELOCATE BUS SIGN �°�, � 3 295.3 � _ '�
i _ / � \�
� � �
�'�° 3 295.9 +J �264 p2. �
� � + 2 9 5.4 � // THOMPSON \ �AFF/C � 3
REMOVE/ABANDON GAS LINE, TYP. � � \ � GRASS // / / / / FLEMING S� A� o�E FH
CONTRACTOR TO COORDINATE WI7H / / , g �
NA710NAL GRID FOR REMOVAL OF o � �3 I � , A H T i 8�
LINE AND VALVE 3 ° � GRASS � T g6� � � ��� �Q 2 BENCHMARK �2
;. REMOVE EXISIING /2 � � i h �� X-CUT IN
CATCH BASIN 14 eh PARKING LOT / i � 3 3
RIM=294.f0 ;'� , � � � I � HYDRANT NHOA
INV=289.53, t2"RCP B A '' r c�°� / i o ELEV=300.18'
T � � � 3 �c; ��±�r-� Gj » LANDS N/F � / // `'�,
� 3 � �,°� \ 269 BROADWAY SARATOGA LLC � � � g '
'THOMPSON' ' ' '-' � ^� BDOK:2019 PAGE:29745 � � � / � /2g 3 3 �
� I , , , , , , , , , , TAX ID: 165.75-1-7 / ' _
BENCHMARK �1 NM16 FLEMING ��REMOVE TREE(S), TYP. 4� �
RR SPIKE IN WEST- FACE h . . . . . . . . . .+ . . . . S78 2 ,•�• N1g _ , � ��__,(M.R. #1) 6 � �°� /� / � 3D„ o
OF UTIUTY POLE `� � 3 � �• 29,��.7.�.�.�.�.�•�. 4. .`f7"E��24' 41"Nr �.,�. +/� � / / � � �
ELEV=295.44' � � . . . . . . . . . . . . . . . . . . . . .�.�. . . . . �
� 3 �, % . . . . . . . . . �.�.�� �
� i / � �
� '`� • •�• . +� 295.�. .�. . . . . . �} -� i �� a3 m
�, � �' .'Zg`�.'.'. . .'. . . � ' '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.`�.'.'.'.'.'.'.'.'.'.'.'.'.'.'�'� ,� � � ' � / / � 3�0 3 3 0°
� / h -.
'L�'� W � . .�.�.�.�.�.�.�.�.�.�.�.�. . . . . . ..�.�.�.�.�.�.�.�.�.�.�.�.'.'�:�����Q.�.��} � ��- - - - 296.1 � � ,� / � / � �
,� � . . . . . . . . . . . . . . . . . . . ._._.f . . . . . . . . �.�.�`�•.-.�.�.�. ' .REMOVE BENCH, TYP. � � / / �0 / � 1
�, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +296.6 � � / � :� �
l� � 3�O l, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . g . . . . . . . . . . . . . GRASS . . . . . . . . . .� � i / � ^ �
3 ,�, . . . . . . . . . . . . . . . . . . . . . . . . . . . .C/,•%. . . . . . . . . . ._ _ _ _ �.-.-. � .� � � (� �
� / �
�'� ' / �° I �
` . .� . . . . . . . . . . . . . . . . . .f.��.�.�. .� .�.�.� . . . . . . . . . . . �. -�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. . . .-��- /
� � _� . . . . . . . .��. . � ��.� . . . . . . . . . . . . . . . . . . . . . . REMOVE AND RELOCATE /
4°, __�-`�. . . .�. . . $' .�.�.�. .�.�.�. .�.�.� .�.�.� .�. . . �. � . . . . . . . . . . . . . . . . . . . . . LIGHIING FlXTURE 1� / / C.I.R.F. `� -� � �p/
_ � � 296 ' � . .2¢'. S��»w.'. . : : . . : : . ..�.�. �.�.�. .�.�.y . . . . . . .........T.�..-..- � ._`i'��.'�.�.�.�.�.�.�.�.�.�.�.�.���. .. . .�/ 2�64.5p• TM�MiNc � � �j h
�g � � � � 3 ,� / � . . . . .. . . . . .� . ./ . . . . . . . . . . . . . .�.� /. . . . . : . �og ��. . . / �'� � � 0 �
. . . . . . . . . . .
Q � 3 `� � . . . . . . . . .� . . . . . . . . . . . .298.4 . . . � . . . . � r� 5� � �
. . . .y � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PipOP . . . . �- � �/ 0 Q� �
4 h m 3 / + 296.4 � . . . . . . . . . . . . . . . . !. . . . . . . . . . . PER °Sea . . . . . �:. ./:. . . . . . . .T. . . . . � �
OJ CJi o � � i -� . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . EAS ANEIVT. . . . . . .� ./. . . . /. . . . .� . BE . . . . . . . m J. � 3
l� l��o � � � . . . . . . . . . . . �- � . . . . . . . . EMENT . . . . . .i . . . . ,/. . . . . . . . . ��_
d' V � ASPHALT � � �MR. -
�, � � / PARKING LOT � . . _`. � �. . . . . ..�.�. �.�.�. .� .'. .'.'.'h'. . .3� . .'.� .�.SREMOVE AND RESET SIGN • • • • • • • • • � Z
FH h �: � / � �2g� � 297.3 + _� .�.�. . . .�.�. . . .�.�. . . . . .�. . . . �. . . . . . . REMOVE AND RELOCATE . . .� . . . . . . . . . . . . . . .� , �
. . .
.
h, c� l� � 3 � o= � / . . . . . . . . . . . .�.�. . . . LIGH11NG FlX7URE '.�.� �L �.�.�. . . . . . � O• � � �
- -I - - - - - - - - - - - - - - . . . . . . . . . �
3 �n U � ASPHALT � ' / - _�- . . . / /. . . � ./ h:
. . . . . . . . . �
STORM MH 15 V � � PARKING LOT � . . . . . . . . . . . . . .%.. . . . .. .�. . . . . . . . �,� �'� o � 3 3
(UNABLE'�O OPEN) � O � / � i � /I . . / . . . . . . �. . M, I ^�Q �
� � � � ` / � � + 298.4 � � 26¢ 7�, . . . . . .0 :. . . . .�:r � _ _
W Q , / � � � . . . � • . . „� . . �• •� .�..,
) - / . . . 3p3
� `" 3�e �y � - � � o .� l . . f �.3 ,
� � � � -298 � � � .�. . .l. .:.:�. . . . \ �
�3 � S /� - ' ' � � / , ��CRE�S/DF(yAGK �' � � 3 3
:� g - �
� � � ` � /� � / 2g / � _ _ - - � / \ �
SAN. MH 16 6 � \ � � � / i � � _ -3�3` � G
RIM=295.68 2g V� 3 � / � � / / - -/ ' _ � � ❑
INV(A)=288.28. 12"CLAY � � FF � � / � � -3Q4 � °
INV(8)=288.93. 10"CLAY �- � /� / E=3��62 _3�4 � � � ��
iNv(c)=2ss.as. �2"CLAY �2" ACP � / 298.0/+ � --- �a. � �
(rzEc) \ h / / _ / � / �Z ^�os Q 3 Q 3
II � / � \3 os � � �
CATCH BASIN 17 / � // GRASS V �- �
RIM=295.64
2
INV=291.41, 12"RCP � ` / � /� /� / I � 305�3 3 h
�f � / � I
� FFE=300.64 /
� 299.7 , zo' �o' o zo'
h � /
� � � i �� /
� �V � // �/ Ra rKSRi��ninir_
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and REMOVALS PLAN �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� � O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-110 REMOVALS.dwg (Layout: C-110)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
�
� 1�
I �
o L�iN17S �`, w
LEGEND: � � THE SARA TOGA ���. � �
'' � BOOK:2012 PAGE:16��� � � �
o ,' . TAX !1?� 165,75-1-�" � C�
� ~
� ASPHALT PAVEMENT � � � Z
� ' I � = O
� CONCRETE SIDEWALK a ' I � ~ �
f � � (�
� RADIANT HEATED CONCRETE SIDEWALK , �; a �
/ � FED�: � I�
� SEAT WALL / � O
� � ��AN ASSt��.,,,-„<��,: �
O
a '' ��JK:1040 PAGE:35 z Z
��HANDICAPPED �� � ;r. a�� �� t � �� �
Q
� PARKING" TYP. I � p
� � � �' � � �
/ �� � �
� ��� ��
� 2—STORY �
BRICK BUILDING
�B �� � �� � � �
� � I I
�� � �
� � �.
� / /'
4 ' � i ,
�
_� I j.
� `-'°TOP•• �, � �
� �
U /` I
.. . � � . � . . �j:..
GRANITE CURB, SEE DETAIL 8/C-506 LOADING AREA AND DUMPSTER
i
—L � ENCLOSURE, SEE ARCHITECTURAL
38 LF TYPE LS CROSSWALK, PLANS _
SEE DETAIL 16/C-500 � I
� �I PLAN7ING BED, TYP. �
� SEE SHEET C-150 � I
i
� ' '
� �
z,, ; , � ,
� —_� � � ���__
ADA ACCESSIBLE CURB RAMP, �, _ r �
SEE DETAIL 10/C-500 ' � f -, � �
�, r
�
� I coNc.
.��_
I � j � CURB �
h � 1 ,� �� � m
� � �i � I � � J 2-5 � �:
' � V BRICK �� .
�
� � � i i �,_ � O
e ��- ;,;� .�^�z.., " 2 `
/ f
� I �
l� � ' i a>cs. � .. . . ��,. .. ... . . O �,', ,
,
(Q �% ' i ...._-_` .. V � .
ASPHALT PAVEMENT, �
SEE DETAIL 5/C-506 j I i � ` ' �"� � P,:
;;' rt-�,,�
h '��-,w
���
S� �
_�
�a..--------------
; �
, �
, `'� �. <
� �, . ��� 6—STORY BUILDING �,,�.�,. -,.. , _--_ � i �
�.
' � _ _______ ��.
Z l _�,..., , .DEWqLK �
! � �1 "'�: .. _��'--- ��
SAWCUT ASPHALT PAVEMENT, R=ra,� � ��� — �
�� io�� °
� 1
SEE DETAIL 3/C-506 / • ���EM�ht TRqFFi��
l N ° ME4CANTILE ' .
� BASEMENT LEVEL GARAGE � • E s�9;s�
--_ ENTRANCE � .° - r
'°'�'�o _
RADIANT HEATED CONCRETE SIDEWALK, TYP. �e' � � sTA,R � �
SEE DETAIL 4�C-506 � - � _ � : � � _
— � �' j� �X—CUT�IN
ADA ACCESSIBLE CURB RAMP, I
HYDRANT NHC`
SEE DETAIL 10�C-500 ���� . � � � � � �
�� ��v
20 LF TYPE LS CROSSWALK, � CONCRETE SIDEWALK, TYP. zo�s�
SEE DETAIL 16/C-500 I � __ SEE DETAIL 5/C-500 �
' � '— '=::�—_ "`°� ` SEAT WALL, TYP. SEE DETAIL ���
�,��
,�,_.
; � �'-- �� TRANSFORMERS PAD, � 12�C-500 �� �
:�f'v�;ntvirs�r��: � �� � ' -----=—= � TYP. SEE SEE DETAIL ;``� , �
;R SPIKE IPt � � � 4/C-500 :'' BIKE RACK LOCA710N, SEE
��
"�F UTIUTY , ADA ACCESSIBLE CURB RAMP, �, "`�T = "� DETAIL 14/C-500
�� � ����
.��.r, ��
�d.EV=245.�a SEE DETAIL 10/C-500 � `���.�.��, ,-.>. GRANITE CURB, TYP. ' �^
_ �� ,�,� � ;:
� ��,.
n.��r�
; � , SEE DETAIL 9/C-500 CAST IN PLACE STAIRWAY WITH
�"�°� ° ����� HANDRAIL, SEE ARCHITECTURAL PLANS
CONCRETE SIDEWALK, TYP. � <�
SEE DETAIL 7/C-506 -
_
OPEN AIR COMMUNITY SPACE
SEE ARCHITECTURAL PLANS
; / _ ; � � o� �
� � ' r W
�,�
� _ t„ g � ~ h
_00 �
— J
�
�
� — _ s��'y�� 3�`0� __--'�__p ���
� m
////
z O
� ' ' � ���� s, m�;
o ; ��N�: ' — — � _ ////�� z
_ _ //� �;o�
� I - SSP�, � � ����j
..�_ �j � �.
�
_ ,
� '
i — . �� ,
0 r � — � '
CO/VCRETE'S/DEwq�
LIGH7ING FlXTURE RELOCA710N
C'B I LANDING AREA �
f ---.� /' ❑
ADA COMPLIANT RAMP c�
j WITH HANDRAIL, TYP. SEE
� � DETAIL 11/C-500
� �
� e � c
��f � � � ��ry���� � B��H��TYP. SEE DETAIL
�
� LIGH7ING FlXTURE RELOCA710N I
/
^ ` 20' 10' 0 20'
ze = ,
�� � /�:
�-sr��v ,
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and LAYOUT PLAN �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-120 MATERIAL & LAYOUT.dwg (Layout: C-120)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
• �
\ ' �
� 1�
0
h i `'r � � ��1��� � w
`' � THE SARATOGA ..��F : � �
BOOK:2012 PAGE:16�;
, �
��' � , r�x �n� �s.� ��-�-� � z
� �
� � � � � = o
� 1 ~
� / "�' �, Q w
/ � / �
� / � FEDE, � I�
��AN ASSLu,.�,<�;,�� � O
O
h a � � � ��JK:1040 PAGE:35 z Z
� � �� ;r. a�� �� t � 0
W
�� � / I � � �
�ti � ( � � ` � �
i � �jj
A// � \\ rq 3.55, 12"RCP 2-STORY �,
trc�N NOT EVIDENT I BRICK BUILDING
� �
� �
� \ C'B � � 7RM MH 5 � / ' I
ST (D) (B� \� 1P-289.18 � � ' I
'rVTENANCE ACCESS � � CATCH BASIN 4 �'
� ,$'T I �R CATCH BASIN 6 � RIM=291.41
. ' INV(A)=287.84. 12"HDPE / r;1n�=L�t,2:;
`'�7��.2ig INV(8)=287.97, 12"HDPE R
2, 16"RCP h � j INV(A)=288.,�� � �
�(Bj=280.67, 12"HDPE � � INV(8)=288.3g, i'1'i:;_
tNV(C)=286.93 16"RCP I � j
.,n1-��az a? «"unn.c . . �
„._
sr F
E=292 8a �: � . 1
V I ,\\S rq) ' RlM=292.4L
T / � INV(A)=28E.' '
� � � - 292- - �.B <e> � .r�r.__
`v !,. S�. ,,�'
/
� � i �c� �ST� � ' ` ,�
�� ��292.0 st �A� <e �
� I � � � � �B �. /
TC:292.96 / � � � /
292.61 � BC:292.5 � J \ I (q�
� �c)
C f BC:292.65 0 293.1 TC:293.00 , � I �� _, I
93.1�
TC C:292.70�o^ �BC• 92.50 TC:293.00 292- - , �,� -293 _ ,
?93.18 BC:292.50 � l �ST �
TC:293.20 Zg ,�g�� 293.08 � �
BC:292.70� ��.�� TC:293.00 � � � �
TC:293.35 --__ _ BC:292.50 � / �.-
' TC:29�. -- 9 .08 TC:293.08
BC:292. 5� BC:292.95 � BC:292.58 ' � ''
` j / w,. -----_w 9 .08 TC:293.14 � - J
,\
` "�� � (�� � �
,,t ._ �. BC:292.64
i �. .� s .�s Tc:zs3.3o 1 �; / � 1 1
h ' I � . � 2s .22 ec:2s2.so f�I� �\I �
`U �Y` r ,� '� u
. .,r ' ,
L�- �N �
(� TC:29�3.�0 ',` ; W W � a � 3.4p 29 .36 �-�� :�. BRICK et._.. � 6,
_ __ � �
� BC:2 3�30 �° � � �Nc �, �, �;"` �`` � � / , � ��r
1 >
� `
� TC:"LJ3.JS �°' , W��sF W W W W V� W; �J .G �_ : >-^ '' � ��9 ,
� BC�293.45 � ` � �. ' � � ��
Z �' W W W `W t' W W -. � f`
, � t
� i �-a.
�_ ,
� Vr `",a.y .�- � -�_ �Vr --•-.., c�
� ; � _�_--------- S� � ❑
V r � '�,,_, Y�-- � �V �Y �Y W W W W '-_....` " .,.,... _ / /�
� � � '
�"�� ' ��.1
� / 1 . ,' �a''++�`r�.,. ''-�-.. ` �._._._ �
� � ` �'� W W W W W W W W W -„�;,� F
TF: Z94.1O Z i' ! •v W .v .v W W W a �v-'' W " `' `'°�eW�.�` �
�L3'
INV IN:289.74 TC:�94.30�` , �, �, �, �, �, �, �, �, ,. . �
INV OUT: 289.64 BC•293.80� 4 � �
TC:Z94.�30 ' RETn�� •v W W W w w w ��5., w � �
� '` 9 . 0 ,�,
INV IN: 289.74 / r �' ,o� �
BC:293.80 r, �, �, . �, �, r, �,� r, I r, / ,, ,`' 2 8.24 �Rq`
(CONTRACTOR TO VERIFY ) 1� c�h� 29 2� s
SEE DETAIL 1, 4/C-505 TC:2J4.�0 ,o .v `L .° E v , .v .v ,.w /
o 5,�;�
BC:�93.90 ``°`° � _
TC/BC:293.90 To�BC: �V W W 1 o e � ,f � V� v� ,,""` $ � � - �
2 4.0o W �' S� ��,� ` W 1 a� 29 �
� � � � - 2 �� � � �X-CUT IN
� � � r �
TC:293.92 � _ f •v .v w 1 0 /� , •v , ` '` j HYDRANT NHC`
BC:ZJS.�Z t f;`. W W W n,�� W ''r W l�J ,ZS I
�oeev
__`�sr_... TC:294.42 --_ � t
t W V� W W
� �,.�
�� C:?�93.92 W W W W d W W LANDS N/F r297.25W W �-
�f TC:294. 0 � � � � W W W �'WB�E,,REqW W 269 BROADWAY SARATOGA LLC 4 ,� �Z9g- �
l� BC:294.20� r z.�`� �,3_v,�F �, r, r, r, �, FFE:297.25 BOOK:2019 PAGE:29 745 .v %� �v v`�: v v ��
TC:294 00��a_�
;, f��;n�,�,�,�n ;�; �� BC:294.00 ��_, ,r �, r, r, �, r, y, r, ��, TAX ID: 165.75-1-7 , �� � 00.38
-;R SPIKE IN WEST- FACE r 294.37X � � �'_ �... .. �� �,� �v •v •v •v = � 'v'` - ._v.�.. .�M.R. #i) z���. � �' � �� 297.25 : 00.55 ����
�F UTIUTY POLE r TC:294.8 , 94.8 �� - � 'r r' ' r' . J t ����
_� ' BC:294.33 \ 94. 3 - ; w 497.25v .v r w w W � ' W �V •v .v .v
' .EV=245.44' 1 ,,�..��.
TC:295.1 / t ( 300.82
BC:294.69 �H294.86 � ���"��, :::..... :�o-�97.25 297.2 w w w w w 3oa�_< �,% � r' �,��' r' �,.
.......... �
294JY .....:•.�:..�::..i•::::...... < .. W W W W W *V" W �y �V �V .,-.
� 295.1 .....::•:: 29 .21 +► .
�9g � I 8 � _ s�.�o 2s�.�� W �. �. �. �. ,� �. W�
,
, � ;
� � � ST295J � 97A � - -297.2 � �� � � � � � r'°
� 64 LF OF 12 HDPE 29 ,38 � .,• •• .. TC:299.70
� � 3.609b 296.07 S .. •,- . . C:299.20 �' r'
295J4 297.10 297. " •• ',, . TC:300.60 �
� 296.07 �9 .� 7W:299.3 TC:298.2 297.35 ,• ... BC:300.10
` I�- BW:297.36 BC:297J0 1S �� ..' ..' TC:301.55 �
; \ � 296.43 .8� T 7W:300.15 BC:301.05 297.25 � O
� DMH2: - _ 296.85 29 •28 297.90 '� � � ' ' ,Q �j � GREEN ROOF AREA:6250SF
I _ h SEE DETAIL 1/C-504
• :......
........
� INV N:292.64 _ - 297.28 297. St / .2 � , > 02.49 �� �
INV OUT:292.04 ;�, _ _ � ' TC:302.5 O �
SEE DETAIL 6/C-504 � TW:300.15 29 '� 9 � BC:302.0 30 .28 m j �
BW:298.15 29 . ,3 >.'
146.5 LF OF 12" HPDE � � Z
� / 2g� - ' � �0.50% � _ _ _
i � �
� "= DMH2: .55
1 � � � � INV N:292.98 _0� //////� � '
� � INV OUT:292.88 - � 4 //i 03.82 STORMWATER PLANTERS. TYP.
� /0 - 8 � � � SEE DETAIL 6/C-504 _ ���/� v 03.92 SEE DETAIL 2/C-504
° `� 'r.r 0 / �� � -2g STORM DETENTION SYSTEM "� - - 303.9 �
/ \ _ � � � SEE DETAILS 3, 4 & 5/C-504 _ i ` 04.28 i' TF;300.98
i \ � ` INV IN:298.97
��� \ � � ,� �� t, ; / /l � - _ _ _ _30 / ' � INV OUT: 292.97
�6 � � � 3� � � � l SEE DETAIL 6 504
.
\ l `'j� 298.0 +�// / FFE=3pp62 ` � �304 � /`� � \ _ -3�4� �
.Ec) � � r,�:..� /J _ // � � �^�oS
\ � - ? �-�
C� �/ / � /
:,4TCH BASIN 17 ' �._ / // � �
RIM=295.64 � /
=291.41, 12"RCP
� / ' /� �
-� � � ��� �
/ � / � 299 � FFE=300.64 / /
/ � zo� �o� o zo�
f�J
1�� � � /� � SARATOGA,GENTRAL !��� �
CATHOLIC HIGH SCHOOL
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL � DIRECTION OF A COMPARABLE E n g i n e e ri n g a n d G RAD I N G & D RA I N AG E MJ PROJ. No.:987.04
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
�ATE: J U LY 2021
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCHITECT FOR A La n d S u ry eyi n g� P.C. P LAN
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-130 GRADING & DRAINAGE.dwg (Layout: C-130)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
' I
i ' I
� � 1
0
O h � � w
"� J ,
� `' �GA „_�. � �
� � 3 � BODK:2012 PAGE:16��� � � �
� TAX Il?� 16.5.7.5-1-�"� � �
� ' � � Z
� � � ' � � O
� `' `� '� � � �
� �
� 3 f Q �
t� �; _
� � / �'� � �� FEDE, � � � O
� � � �� ��AN ASSLu,.�,<�;.�� O
h
W � ��JK:1040 PAGE:35 z Z
�; � ` 3 3� I / /,, I ;r,. a�� �� t ' Q
/ W
0 0
� � � � � � � �
f /; ~ `�--'
� � �
� � �
� 3 / 2—STORY �,
� � 3 rq J a ' / BRICK BUILDING
l
Q �n C�B J ' / / ' I
l�) `� �� � � /
5 � � �, � �
� 3 I / �
� o i ,� �
� � � , ;��
� I SEWER MANHOLE �2 � j
� 3 � RIM: 293.90 � '� '
� INV IN: 287.50 (4") '
� 3 INV IN: 287.30 (6") �
� � ' INV OUT: 287.20 (6") --`-`�-,:
�. � h �., SEE DETAIL 5/C-502 �'
6" SDR35 SEWER LATERAL `' `'
UNDERGROUND ELECTRICAL
SEWER MANHOLE �1 �' � ' RELOCA710N SHOWN FOR SCHEMA7IC (a) , ,:,
RIM: 293.20 3 I PURPOSES, CONTRACTOR SHALL T- - ''` =� R�M 2s�
INV IN: 286.50 (6") COORDINATE WITH NA710NAL GRID ON / iNv(a)-2�b. <
INV IN: 286.00 (12") ' j � SIZE, MATERIAL, AND LOCA710N I �q) m iNv(e)-2ss.2s, s"Pvc �
INV OUT: 286.00 (12") GAS LINE RELOCA710N SHOWN FOR
SEE DETAILS 1, 4/C-505 (c) �
SCHEMA7IC PURPOSES ONLY, CONTRACTOR
CONTRACTOR TO PERFORM TEST PIT TO VERIFY � � SHALL COORDINATE WITH NAl10NAL GRID ST
SIZE, LOCA710N AND DEPTH OF EXIS7ING � ON SIZE, LATERAL, AND LOCA710N _ST
WATER LINE. CONTRACTOR SHALL COORDINATE � ��' �"'
r 1�,��1 � .:�� :
WITH THE CITY OF SARATOGA FOR TEMPORARY ,i ' -___ _ I I
WATER SHUT-OFF \. l t � � 1�� (e� Ss� �;� r��t� 2�5 2.�
\- ----_w ' ' �
��.. SS INV(A) 29(;
_� _
_ `-
w . � FP.}t/sa} ?^; .
z _....... -�. . . . .
,. —G I ' �BJ
I � �
�� � h � �� $S „ � :� � � � � �
� ' ,� ,�Y . � 2-�
� � eRicK �� 3 3
� ,� �,` i
io`�n' ;. :
� � ��� =.cs: ` � � �
, � _� f"_ j tr
Z !` � ;. �:r::- �
„ "�G � o p
� � � r �
O � - , �� :
h I ��, __ � _ � � ❑
( "
a.,�a
,.� �� ------ �y . »,s . iu 3v
�,��,,w �
�6
..__ ..
` � � �< ��.,,-� ____�.
WATER MAIN CONNEC110N, � : - ( � ' �� � ��` � SEE MEP PLANS FOR� U1ILITY � 6—S TO R Y B U I L D I N G ��c - : .., �- I � 3 �
SEE DETAIL 9�C-505 � : ' � � l "��� CONNEC710N TO BUILDING, TYP ��" � �����`'�--�- oEw � � �
,y—.a..
� I : � _�,.._ �---_�.
_�,
� . � �-"�^- `3, -�'-- �
� 1` �'� 4" SDR35 ,x� � �. _ ��
� � -w ��
LINE, SEE DETAIL � / � �'�� ��6" DIP WATER LATERAL � � �� �
6" WATER SHUT-OFF 3 � �' ��"'�- ' � � = � 3
VALVE AT PROPERTY � ,/� / � rR���
r �C s/
2/C-503 � � � �6" SDR35 SEWER LATERAL ,x � E ME'4— A� o
� � � �,s. tf
� c,, —.�`�e �
'°'°o o • 1 _ � �
� � � � � �� ��� � ��� - ��� GREASE INTERCEPTOR, �� o ` � `' �.
' '� '` �-r1� �'� ,�;,�� SEE DETAIL 6, 8/502 � ' ° S� :
W SEWER CLEAN OUT, X-CUT IN
� � _ SEE DETAIL 4/C-502 � 3 3 �HYDRANT NHC`
r�-8" I � �
� �;
' �sx r���;�, t� r
. .' _,88Y " ' •.
'" SUGGESTED TRANSFORMER LOCAl10N. LANDS N/F
,.: .
o I `" /" ` _ CONTRACTOR SHALL COORDINATE WITH 269 BROADWAY SARATOGA ?_��`
{ 3 i -=_;__ NAl10NAL GRID ON LOCAl10N OF
o,00 -�,,
� � T '= s PRIMARY SERVICE LINE TO BUILDING BOOK:2019 PAGE;?97�" "
._.
3
� — -='�- �; TAX ID: 165.7� � 3
,
, — f
�ivL;rirvitsr�n �; � i r�R �
;R SPIKE 1N Wt ( — — t
"�F UTIUTY POL '` 1 h�P���� ':�'
ud.EV=245.44' �' � i,: \\ ��s,�, (
a..r,�,�,��� r�b� �^� �.4
0 3 �,-�� _.
. � � � 3 3
; n rv..
� _ � ,z,;.
� � T
"^ro h � � ST � T �
� �
—
� � � 3�0 � ST ST �� � � ��"
3 � sr _ � �� ,
� _
� . ls 1 `
� _ sr � ,. ,.::_ � °' �o
, _ _
� � _ _,�,,, 1 .�s `d �j h
� J
� 3 � �
____
� 3 � � �� / — _ ST Sr 1 Sr �--_o ���O �
�� � — m � �
`� ��a _ J �' <
� —
� � � Z
� _ _
h �'
� 3 '` �
3 �' h w ' I
� _
1 � � � � i � 3 3
� � � � i �o_ ///�� �
� ,� � h � - _ � �///��
s�- �B� � _ _ //
�. �3 , _
� �
_ � ., 3 3
� '
l� `B h ' j\ , �
\r '
� �3 � � 7 ❑
� -'�.��12"CLAY �
:�3, fO�CLAY �- ' I
_ :
a 3 3
o �
� � ` � �o
h� � �O
�i ` � � �
� � � � ` I 3
v � 3 /
�� -- /� � � �
� � � �
� 20' 10' 0 20'
2 f�
�� I � SARATOGA CENTRAL �
CATHOLIC HIGH SCHOOL
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and UTILITY PLAN �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-140 UTILITY PLAN.dwg (Layout: C-140)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
• �
� ' �
� 1�
° PLANTING SCHEDULE
i �; �,���s : o
LEGEND: �� THE SARATOGA _�: ABRV BOTANICAL NAME COMMON NAME QTY SIZE SPACING REMARKS � �
BOOK:2012 PAGE:164- �
l� . TAx Il?� 16.5.7.5-1—�" TREES � c�
T SIGN RELOCAl10N/RESET � � � � AR ACER RUBRUM OCTOBER GLORY 1 3" CAL AS SHOWN w O
�� / ���' / � _ �
�I INLET FlLTER (IN PAVEMEN� / ( JC JUNIPERUS SPARTAN UPRIGHT JUNIPER 6 5-6' HT AS SHOWN � �
� ? � SHRUBS Q �
� INLET FlLTER (OUT OF PAVEMEN� � /' PH PENNISETUM "HAMELN" DWARF FOUNTAIN GRASS � 1 GAL. AS SHOWN � �
/ �,
SF SILT FENCE I �, PERENNIALS & GRASSES � O
a ' I LS LIRIOPE SPICATA LILYTURF 25 1 GAL. 1" O.C. z Q
�� I � w o
/ � 1 � �
NOTE: /r�'��' \I � ( / ~ �
1. STAGING AREA AND CONCRETE WASHOUT AREA TO BE
LOCATED AT FlELD ACROSS THE STREET. FlELD TO BE / \ j
REHABWTATED AFTER CONSTRUC710N. / / �
2—STORY �
/ � BRICK BUILDING o°
� '� � / 1
� I �' � 1
� / �
I _..
�; _ _ — ..r �
� � �.
� 1 ��//� j 1
I INLET FlLTER (IN PAVEMEN�, �' �
� TYP. SEE DETAIL 5/C-502 1_ � ' �
SUGGESTED SIGN r "A
RELOCAl10N �� � _ � �`�
s �
� MULCHED PLAN7ING �
BED, TYP. SEE , — •
� DETAILS 3, 9/C-502 ' 1 I
_ �
1� PH � I
�' 5 PH �
I �o^ 5 EXIS7ING SIGN(S) — EXIS7ING SIGN(S) TO BE RESET
TO BE RESET
�
CONSTRUC710N ENTRANCE, �� ��' �
SEE DETAIL 6�C-502 � l � � ;, � � �
' _ �
O ,� i f __ l �
�� r
�`� '� I � SILT FENCE, TYP.
_w �_
_ �
O -- `- - �i r I'�? U � SEE DETAIL 1/C-502 I
h � � �� � �
� �
� ,, �P � � �N �
w � �
, , �
� e � ,��a x��� �
, , �o� �2 , ._ _ __
h � � »ESF � � �� ��
� '� ' ;
�" � "` ' 9
� ;1�� � ��� �� �
:, :,. , _; �, ?.
Z �
, �"�.� � �
�
� , i =,---------- ' r �
_ S_
_,, _
� � i` � �-����- � 6—STORY BUILDING 29; �SF __N ,i` �
� P _ F
Q � � �-n� a. �w_
Z � � � � / ��� � SF i �� ��:�,
! , � �
' �J SUGGESTED SIGN —SF_ "
// �� ' RELOCA710N � � - . , `� SF\
I ; --" �
i �h ' � / r, -' ���
` E E4�ANTILE
� � `°`°` � � � M" � � ' —
-�_�� / �
r i � �� � � �
_ , o
I '.,� �� ,4 .� / o � ::. .: ....
S� 6' / / 29 �
,d� � _
� - /�� � � � � � 1 X—CUT IN
Sr \ I � �^ I f �( y HYDRANT NHC`
I / „
0 j �, 1
��v � � �
� I6>5}
LANDS N/F �,
I � ` -�- 269 BROADWAY SARATOGA LLC �
,. �`==__�.�_ .. �SAB�EARE PH � �Zg9�
� � � �_va�� BOOK:2019 PAGE:29745 � � 2 u� �
� TAX ID: 165.75-1-7 / ' � '�
i ��S ' ' — � �
�i"vL;rrrviFsr�ri �t '�l
� �;
;R SPIKE IN WEST— FACE � ���S — --- � � �M'R' #�� / � �
"�F UTIUTY POLE
�'.EV=245.44' ��� _ — / / ,
1
.. J? ,..,:..� �,.s'a ME�3�. C, q� // / L.
,, � :��� 3oa�. � � � �� �
�.�
� � � � �� �.� _ � � / ��," ' 2 � � 3�� i
/�9�x,. � � �sT � � � dS 8H " �/ /
_ � i
� � JC � � 8� � `� � ,
� .
J 3 � PH �
� 9 ��
\ PH '
; _ — _ '. ,t � g � ��j �. � h
�„
\ ' _ , �„ ( �j h
� � � W � pp �
I _ _ AR � Sr � � �
— — LS m j �
_ 25 ��
� � � L�4WN Z
� ' � ,g
_2g _ �
� —
// � INLET FlLTER (OUT OF PAVEMEN�,
� � �— /� � � — � �// ' TYP. SEE DETAIL 10/C-502
1 � , , , , � �O_ _ �//��4
: ,° � 8 - � � �-' ' _ '� ����// ��
Q �' _29 / hj' � � � SUGGESTED SIGN
j / � � RELOCAl10N
� � � � i
�
���/ � �B � i � 299 / / / _ / �
�6' \� / � � l � - - - -3p3, � � � ,
� l � ,� i — — � . � _ -3�4� 1 �
/ ' ,� / � '3p4 ` /� � �
\ � --
\ � �:..� // / �`` �^�pS
\ ,� — _ / � �
� 1 /
�e i �
,� � �� �� /� �
� �
� i � � � �
--- , , /s �
�� , / �
^ i � zo� ,o� o zo�
�
��� / // f SARATOGA CENIRAL
CA1HOLIC HIGH SCHOOL
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE � � E ROS I O N CO NTRO L & MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER La n d S u rveyi n g� P.C. LAN DSCAP I N G P LAN
DRAWN BY: AJW �t OR LANDSCAPE ARCHITECT FOR A
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-150 EROSION & SEDIMENT CONTROL.dwg (Layout: C-150)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
1X�" 12.5 MM F3 TOP COURSE HMA, 80 SERIES TOOLED mGE � Y' TOOLm JOINT 5' MAX O.0 � � Q CURB, SEE PLANS FOR (SIGN VARIES)
(1/4'R x 3/4"DEEP) 1.5"W SMOOTH � � 3"� �� WAY. OR AS SHOWN ��I�.� �a�� MAlERIALS SEE SIGN SCHmULE
COMPACiION (TYP.) ON PLANS (1/4"R x .� �„- �,,
BROOM 1D(iURED FlNISH (lYP) a a 3 4"DEEP �` P II� �p�.. 20 TACTILE WARNING FASiEN SIGN WITH
?X' 25.0 MM F9 BINDER COURSE HMA, 80 Q a � � a Q a o FlXED OBJECT / > 6 �"�Nlp1'. � � `� '�• '�I� 3 SIDEWALK, SEE PLANS FOR •
SERIES COMPACiION (TYP.) �- ��c a FlNISH (TYP) TOOLED mGE � ;� � / ¢•0 O' MIN OF
2�' 37.5 MM F9 BASE COURSE HMA, 80 (1/4 R x 3/4 DEEP) �� � � pR paSi1NG a� Q ��� �c/ �`•'\�� �'�- 6'��Ip O MAlERIALS BOLTS 4 DIA. LOCK
SERIES COMPACiION (TYP.) 3�~ � 3° ���� � '.�In � � o � o �RI$F O BROOM FlNISH PERPENDICULAR x GALV. SiEEL
CONSTRUCTION JOINT TOOLED EDGE IXPANSION JOINT WI1H PREMOLDm / ' ^�^q ^ ���0 �!s�aMIN R��� � � TO SLOPE � 'U" SEC110N POST
12" SUBBASE COURSE MAiERIAL CONFORMING 4, „` . �qyyN , � : ,
WIiH NYSDOT SUBBASE COURSE TYPE 2. RESWENT JOINT FlLLER AND SEALANT CONTROL JOINT � �-t�- 6 �"�Mp v� v � � v 4 v v . �
COMPACTED TO 95% OF DRY DENSITY AS 20'MAX EXPANSION JOINT o � � '� v
� M � v v 3 `� `0" ��� v 5Q DROP CURB, � MAX VERi1CAL �- 3 -;
� RI � � ELEVAiION CHANGE �
��� DEiERMINED BY THE MODIFlm PROCTOR TYPICAL SPACING FOR IXPANSION JOINT > � � v � v � � �
��\//��\//��\//��j��j��j��j��j��j��j�\ ANALYSIS. 5'MAX 5'MAX 5'MAX 5'MAX NOTES: 3 � D �� o � 4 0 � � � � �� o
.�\��\��\��\��\��\��\��\��\��\��\ o v o 0 0 �
MIRAFl 500X GEO1D(i1LE FABRIC APPROVED o o°o° o 0 0 0 0 � _
EQUIVALENT 1. MATERIAL AND MEiHODS OF CONSiRUCiION SHALL BE IN CONFORMANCE WI1H 1HE NEW YORK � v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000000iY
STAiE DEPAR11dENT OF iRANSPORTATION (NYSDOT) STANDARD SPEqFlCA710NS FOR 4 � o o°o°o°o° �+`��` �' � o 0 0 0 0 �
PROOF ROLLED SUBGRADE, OR COMPACiED CONSiRUCiION AND MAiERIALS, DATED MAY 1, 2008, AND ALL ADDENDA iHERETO. � � °o o°° �j,� ��" • o
NOTES: SELECT GRANULAR FlLL EJ CJ CJ CJ EJ 2 ALL CONCREiE SHALL BE 5,000 PSI CONCREiE. CONCREiE MAiERIALS, PLACEMENT, AND �LAWN v V 5 � \••/ 5 `�%
1. MAiERIALS AND MEiHODS OF CONSIRUC110N SHALL BE IN CONFORMANCE WI1H THE NEW YORK STAlE CONSiRUCiION SHALL CONFORM WIiH SECiION 500 OF 1HE ABOVE REFERENCED NYSDOT � v �ea�� ��' '-' ��I I I
DEPARiMENT OF 1RANSPORTA710N (NYSDO� STANDARD SPEqFlCAiIONS FOR CONS112UC110N AND STANDARD SPEqFlCAiIONS. 0 �� �� 11=11
MAiERIALS, DAiED MAY 1, 2008, AND ALL ADDENDA iHERETO. ���g' • r 4'x4' CLEAR � � '�,�II 1/4°x8'x24' STEEL
3. REINFORqNG SiEEL FOR CONCREiE SHALL CONFORM IMiH SEC110N 556 - REINFORqNG SiEEL �,� !' LANDING AREA �c�� �o `� PLAlE (WELDED)
2. SUBBASE MAlERIAL SHALL CONFORM WIiH SEC110N 304 - SUBBASE COURSE OF iHE ABOVE CONTROL JOINTS 5'MAX O.C. FOR CONCREiE SiRUCiURES OF iHE ABOVE REFERENCm NYSDOT STANDARD SPECIFlCAiIONS �' N,
RffERENCm NYSDOT STANDARD SPECIFlCAiIONS AND 1HE TYPE CALLED OUT IN iHESE DRAWINGS. E�D�ANSION JOINT PLAN EACH WAY AND AS SPECIFlCALLY CALLED OUT IN iHE DRAWINGS.
3. HOT MIX ASPHALT (HMA) PAVEMENT SHALL CONFORM IMiH SECiION 400-HOT MIX ASPHALT OF iHE G1=CONTROL JOINT
ABOVE REF�2ENCED NYSDOT STANDARD SPEqFlCA710NS AND iHE TYPE CALLED OUT IN 1HESE 5,000 PSI CONCREiE SIDEWALK, 1.5% 4. ALL EXPOSm SURFACED SHALL HAVE A BROOM iEXiURm FlNISH & TOOLm mGES. TOOL SHALL C U RB RAM P - D RO P C U RB
CROSS SLOPE AND 4.5% RUNNING BE PROVIDE MAX 1-1/2" WIDE SMOOiH iROWEL FlNISH AT JOINT. 1 O
DRAWINGS. ALIHWGH SECiION 400 IN ITS ENi1RETY IS RffERENCm, iHE HOT MIX ASPHALT (HMA) 6x6-W2.9xW2.9 SLOPE OR AS NOiED ON PLANS SCALE:
PAVEMENT(S) SPECIFlm FOR iHIS CONiRACT SHALL BE AS SPEqFlED UNDER SECiION 403-HOT MIX yy,yy,F. 5. IXPANSION JOINTS SHALL BE LOCAlED A MAXIMUM OF 20' ON CENiER, OR AS INDICATED ON
ASPHALT (HMA) PAVEMENTS FOR MUNIqPAIJiIES. SEE PLAN FOR WIDiH TOPSOIL, SEm AND P�N� �' SS PEG WELDED TO 2' DIA. SCH. 40 12"
. . MULCH SINGLE POST
4. APPLY TACK COAT BEiWEEN ALL HMA PAVEMENT LIFTS PRIOR TO PLAqNG HMA MIXiURE REGARDLESS 3 ;� 3 6. JOINTS SHALL NOT BE SAW CUT. T� POST AND HANDRAIL, TYP. � POWDER COAlED SiEEL (MIN.)
OF 11ME PERIOD BEiWEEN LJFTS PER NYS DOT 402-3. N �2 OR GALVANIZED S1EEL S I G N M O U N T I N G D E TA I L
� a 7. IXPOSED CONCREiE SURFACES SHALL BE iREATED IMiH 'SUR�OND'/'SAFEBOND" SB-7000 (MIN.) iUBE RNLJNG 15 SCALE: N.T.S.
5. WHERE IT IS NECESSARY TO PLACE FlLL FOR PURPOSES OF BRINGING iHE SUBGRADE ELEVAiION UP TO =� sM �-� a INIENSIFlER BRIGHT PROTECTOR AND SIDEWALK SEALER, OR EQUAL. RAiE AND MEiHOD OF .
A SPEqFlm GRADE, iHE FlLL MAlERIAL PLACm SHALL BE IN CONFORMANCE WIiH SECiION �- ° a �, APPLJCAiION SHALL BE IN ACCORDANCE WI1H MANUFACIURER'S RECOMMENDATIONS. 2 DIA SCH 40 HANDRAILS
203-IXCAVA710N AND EMBANKMENT OF iHE ABOVE RffERENCm NYSDOT STANDARD SPECIFlCA710NS. I I I=1 POWDER COAlED S1EEL OR '�
� �I I I I- g, �gBASE MAiERIAL SHALL CONFORM WI1H SECiION 304 OF 1HE ABOVE REFERENCED N1fSDOT GALVANIZm SiEEL iUBE � mGE OF PAVEMINf
5. PAVEMENT SECiION SHOWN IS PRELJMINARY. PRIOR TO BIDDING AND COMMENCEMENT OF CONSIRUC110N, -I I I I I RAILING �
II SUBBASE COURSE STANDARD. z "' EDGE OF PAVEMENT 6'-0'
1HE FlNAL DESIGN OF 1HE PAVEMENT SECiION MUST BE PREPARm BY A NYS LICENSm PROFESSIONAL _ I- I I � o - -�
ENqNEER AND MUST BE BASED ON A CURRENT GEOlECHNICAL REPORT PREPARED FOR 1HIS PROJECT. �I I I I=I I I I I I,;,I I I,=,,I I I I I I I I I I I I I I I,=,,I I I- -1 I I-I I I I I I= �E 2 9. WHERE IT IS NECESSARY TO PLACE FlLL FOR PURPOSE OF BRINqNG THE SUBGRADE ELEVA710N N � Y DIA SCH 80 POSTS z I �
COMPACIED SUBGRADE OR COMPACIED UP TO A SPEqFlED GRADE, iHE FlLL MAlERIAL PLACm SHALL BE IN ACCORDANCE WIiH SECi10 � � �
AS P HALT PAV E M E N T S E CT I O N SECTION SELECT GRANUUIR FlLL TO BRING 203-IXCAVAiION AND EMBANKMENT OF 1HE ABOVE REFERENCED N1fSDOT STANDARD 6 6-0 MAX �
1 SCALE: N.T.S. SUBGRADE TO CORRECT GRADE. �EqFlCA710NS.
7.5X M� �-�E � �
CONCRETE SIDEWALK �
5 SCALE: N.T.S. �11°� CORE DRILLED HOLE, 6� s�
DUSTING PAVEMENT NEW PAVEMENT ,� = FlLL gqp yy� CONCREiE SIDEWALK
FOR GRADE SEE PLAN FOR GRADE SEE PLAN a °O NON-SHRINK GROUT BOTTOM RAIL FOR CURB OR SEE DETAIL ON iHIS �
SCARIFY AND REMOVE " � BARRIER PROlEC110N PER g{E� N�
12~ SAVIK;UT EXISIING PAVEMENT � � � ADA 405.9.2
IXISTING PAVEMENT EQUNALENT TO 1.5" TO 2.5' � ' 2' O.D. SLEEVE FlLLED IMiH
PROPOSm TOP COURSE THICKNESS & TACK COAT ALL IXIS11NG a � M � � 1 2 � NON-SHRINK GROUT AND SEALANT,
SAVYCUT IXISIING PAVEMENT SURFACES � a a R�P � ° � 1 My � -- 1. HANDRNL SHALL CONSIST OF 2 DIA. SCH. 40 POWDER TYp. Tp BE EMBEDDED IN 10' X 14"
� ° ° e � ������������� � NOTES: COATED SiEEL OR GALVANIZED SiEEL DEEP iURNDOWN. � I I � � I
aaaaaaaaaaaaa �I�'I� �11'� ��
. �� ° . d a • O O O O O O O O O O O O O M
" a "'• a a a a a a a a a a a a a 24 2. MAXIMUM POST SPACING SHALL NOT IXCEED 4'-0'.
0 0 0 0 0 0 0 , a a a a a a a a a a a a a � 1. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, iURNING SPACES AND ROADWAYS SHALL BE C O M B I N E D T Y P E L S
w o ' o°o°o°o°o°o°o N ° a °°°°°°°°°°°°° FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREAiER 1HAN �'. VERi1CAL STANDARD TYPE S
��� . MIN DOME SURFACE DISCONI1NUIilES BETWEEN �" AND �' SHALL BE BEVELED WIiH A SLOPE NOT A C C E S A B L E R A M P W I T H T U B E H A N D R A I L
a� F U L L R A M P W I D 1 H SiE�ER iHAN �.2 iHE BEVEL SHALL BE APPIJm ACROSS 1HE ENi1RE JOINT. 1 1 SCALE: N.T.S.
SUBBASE DOME SPACING PLAN VERTICAL SURFACE DISCONTINUITIES DIM °n• CROSSWALKS
�� PLAN � 7 �A�. NOSING/D(POSED END: M �. 1 6 SCALE: N.T.S.
10 �'2 50X TO 60X OF DRILL & EPDXY iHERMAL ��$ �ED EDGE TO 2 �6.�I �,
MATCH IXISTING � 20�f _I �� � BASE DIAMEiER BULLNOSE, TYP.
NOTES: GROUT �4 BARS = �
SUBBASE, IF GREATER 1. TACi1LE WARNING SiRIP SHALL BE ADA COMPLIANT 1/2° EXPANSION JOINT 16" LONG AT 24" FlNISH (1}{p�MAL FlNISH) DGE�
THAN PROPOSm SECTION SECTION INCLUDING iHAT IT SHALL CONiRAST VISUALLY WIiH � 1' � CONiROL JOINT AT MAiERIAL dc SEALANT O.C. (MAX.), MIN . -
CONTRACTOR TO VIF ADJOINING SURFACES. MIN 7RANSIiION OF 1HIqCENm 30� ��2. p� g• �p� SEE ADJACENT �
NOTES: SLAB/HAUNCH � OU1ER mGE OF �
DOME SECTION SIDEWALK � �., SPLIT FACE, TYP. Tpp I� ";
1. APPLY TAqC COAT BEiWEEN ALL HMA PAVEMENT LIFTS PRIOR TO PLAqNG HMA MIXiURE TACTILE WARNING a a > �� � FOOIING FlNISH GRADE
REGARDLESS OF i1ME PERIOD BEiWEEN LIFTS PER NYS DOT 402-3. G �A�. �� �- a = "' � � a Q �3 24• �' CONCREiE PAVERS,
�'Z ° � � , °�� � 6• � 0°W REFER TO 7/C-500 4,500 PSI � TOP OF FOOTING
PAVE M E NT TRANS IT I ON ° �' ° °� a� / " °° coNCRE� N ,
2 SCALE: N.T.S. DESIGN ELEMENT TOLERANCES I I I I - EXISi1NG / � NOTES:
DESIGN AND LIMIT FOR I I I -�I�__ FOUN A ON ������ 1. INSTALLA710N TO BE COMPLEiED IN
-I I I I I I-I I I ,I I I=I I I=I I I � I Acco�DANc� w�n� M�wUFAC1uR�'S
ELEMENT FlELD LAYOUT WORK P R O O F R O L L E D ��- -,;,-,�� ,, W A L L
1�" 1 2 5 M M F 3 T O P C O U R S E H M A, L I M I T A C C E P T A N C E SUBGRADE, 12" ��- � 18" � . � . SPECIFlCA710NS
80 SERIES COMPACiION (TYP.) SIDEWALK CROSS SLOPE 1.59b MAX 2.OX MAX OR SELECT GRANULAR 12'0
SIDEWALK GRADE - RUNNING SLOPE 4.5% MAX 5.0% MAX FlLL 2 DO NOT SCALE DRAWINGS
� 18"MIN. BLEND �COMPACiED SUBGRADE S-1 EMBEDMENT
APPLY TACK COAT TO DUSi1NG CURB RAMP GRADE - RUNNING SLOPE 7.5� MAX 8.3X MAX � � � �2 OR COMPACiED SELECT 3. BIKE RACK TO BE COAiED W/ ZINC
PAVEMENT SURFACE NOTE: STONE SIDE VIEW BR NG UBGR DET 0 MODEL NO. PEAKS DIM°a° PIOLYESiER POWDER CIOA�(COLOR
ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES:
1. iHIqCENm (HAUNCH) & ADDI110NALLY REINFORCED CONCREiE SIDEWALK ENDS ARE CORRECT GRADE. ��� 4 �t/2'�c. TO BE BLACK)
EXISi1NG ASPHALT 1. DIMENSIONS SHOWN IN iHE DETAILS AS MINIMUMS AND MAXIMUMS ARE iHE LIMITS FOR DESIGN AND FlELD REQUIRED AT ALL DUSTING/pROPOSED BUILDING ENIRANCES. NO��'
NOiES• PAVEMENT LAYOUT. FAqIJiIES SHALL NOT BE CONSIRUCTED IMiH VALUES OUTSIDE iHE LIMITS FOR WORK ACCEPTANCE.
• • 1. INSTAllA710N TO BE COMPLEiED IN A(xORDANCE WI1H 14 g�KE RAC K
SEE TABLE DESIGN ELEMENT TOLERANCES . 2 SEE CONCREiE SIDEWALK DETAIL FOR ADDIiIONAL DETAILS dc NOiES. MANUFACiURER'S INSiRUCiIONS.
1. MAlERIALS PREPARE IXISIING ASPHALT PAVEMENT IN ACCORDANCE WI1H N.Y.S D.O.T. SECiION 633
"CONDIiIONING IXISIING PAVEMENT" 2. TO CHEqC FlELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES WILL BE MEASURm SCALE: N.T.S.
VNiH A 4 FOOT LONG DIqTAL LEVEL USING AT LEAST 1W0 READINGS. WHERE iHE READINGS VARY, iHE S O L I D G RAN I T E S EATWAL L
2. MILL IXISi1NG ASPHALT CONCREiE TO DESIRm DEP1H, CLEAN SURFACE TO BE REPAVED. APPLY TAqC MEASUREMENTS IMLL BE AVERAGED. GRADE (RUNNING SLOPE) WILL BE MEASURm ALONG THE CENTERLINE C O N C RET E S I D EWAL K AT B U I L D I N G
COAT AND TOP COURSE. AND OFFSET 12' TO 18'�FROM iHE CENiERIJNE. CROSS SLOPES IMLL BE MEASURES PERPENDICULAR TO $ �ALE: N.T.S. 1 2 SCALE: N.T.S.
CENIERLINE AT 5 TO 10 INiERVALS.
SAVYCUT EXISi1NG
AS P H ALT PAV E M E N T 3. GRADES (RUNNING SLOPES ARE MEASURm IN iHE DIREC110N OF PmESiRIAN iRAVEL CROSS SLOPES ARE REFER TO WRB PAVEMENT IN
MEASURED PERPENDICULAR TO iHE DIRECiION OF PmES1RIAN iRAVEL. EXPANSION JOINT WITH SIRAIGHT LJNES.
M I L L I N G A N D R E S U R FAC I N G PREMOLDm RESILIENT JOINT DETAIL FOR TACK COAT
3 4. JOINTS BEiWEEN SIDEWALKS, CURB RAMPS, lURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE FlLLER & SEALANT, AT � r INSTALLA ON VERi1CAL FACE FOR
SCALE: N.T.S. FROM ABRUPT VERIICAL CHANGES GREAiER 1HAN �'. VERi1CAL SURFACE DISCONI1NUIilES BETWEEN �' TO �' SIDEWALK 2 3 4' IXPOSED FACE REQUIREMENTS NEW PAVEMENT
SHALL BE BEVELED WI1H A SLOPE NOT STEEPER 1HAN 1:2 iHE BEVEL SHALL BE APPLJED ACROSS iHE GRANIiE CURB TYpE E100 INSTALL
4,000 PSI CONCREiE PAD � � PAVEMENT
12't
6x6-W2.9xW2.9 W.W.F. 5. iHE CROSS SLOPE OF PEDESiRIAN ACCESS ROUlES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND - M SECiION � IXISIING ASPHALT
SEE PLAN FOR DIMS. 2% MAXIMUM FOR W'ORK ACCEPTANCE. � � -� - ,,-,,_,-, ��I I I���-i i i_ PAVEMENT SEC110N
TOPSOIL, SEED AND I I �/ NOTES:
• • MULCH . = III a
3 = 3 6. iHE RUNNING SLOPE OF PEDESiRIAN ACCESS ROUlES SHALL BE 4.5% MNUMUM FOR DESIGN AND LAYOUT, � 6 =I I =I a a
`" AND 5% MNUMUM FOR WORK ACCEPTANCE. ��_- ^ 1. GRANIiE CURB TO BE INSTALLED IN I I I
--�- CONCREiE BAqCFlLL TO� _� � � ACCORDANCE WI1H NYSDOT STANDARD -� �
� ___ �.�_6�__... �� �� 7. iHE MINIMUM WID1H OF A CURB RAMP SHALL BE 4'. LJMITS OF IXCAVA710N _ �/ �� SPECIFlCA710N SEC110N 609. I I I I
�, r--- (TYP.) ���
8. iHE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 5% iHE GRADE FOR DESIGN AND . -� a ° 2. TYPE E100 CURB SHALL HAVE SAWED, _
� LAYOUT SHALL BE A MNUMUM OF 7.5% 1HE GRADE FOR ADA A(:CESSIBWTY AND NfORK A(:CEPTANCE SHALL M I I-_ _ _ = _ _ AND F�ACE. OR 1HERMAL FlNISHm TOP I I I
BE A MNUMUM OF 8.3% 1HE MAXIMUM VERIICAL RISE OVER 1HE LENGiH OF iHE CURB RAMP FOR - ,-,;,-i i i-,;, ,;,-,;,-i i -�
ACCEPTANCE SHALL BE 6". DRY-MIX PORiLIWD CEMENT SUBBASE TO MATCH I I I-=_
� SUBBASE COURSE B12 SETi1NG Bm TO ASSURE PAVEMENT SEC110N =1 I I-I I I-I I 1=1 -I I 1=1 I 1=1 I 1=
CRUSHm STONE 9. iHE CROSS SLOPE OF 1HE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND Si1LL PROVIDE POSIi1VE PROPER GRADE AND SUBBASE AND PAVEMENT
COMPACiED SUBGRADE OR COMPACiED SELECT DRAINAGE iHE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5X MNUMUM FOR DESIGN AND LAYOUT, AND 2% ALJGNMENT. PROOF ROLLED SUBGRADE,
GRANULAR FlLL TO BRING SUBGRADE TO CORRECT OR SELECT GRANULAR FlLL SHALL MATCH EXISi1NG.
GRADE. MAXIMUM FOR WORK ACCEPTANCE. CURB INSTALL AT
TRANSFORMER EQUIPMENT PAD 10 AHMNU UMESLOPE OF 9I5X OR�ESIGN AND LAYOUT,�wo OX MAXMUMFOREWORK CCEPTANCE TME�TM 9 TYPE "E100" GRANITE CURB EXISTING PAVEMENT
4 SLOPE OF 1HE FLARm SIDES IS MEASURm PARALLEL TO iHE CURB LINE SCALE: N.T.S. 13 �� N.T.S.
SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��OO
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-500)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
NfOVEN WIRE FENCE (MIN. 14 GAUGE SHRUB IS SiRAIGHT AND PLUMB; TREE & SHRUB PLANTING NOTES:
10 MIL POLYEiHYLENE SHEEi1NG
SEE NOTE 4 BEST APPEARANCE SET AT ANGLE � DIG PIT WID1H TO DIMENSIONS SHOWN.
W/ MAX. 6' MESH SPACING) �g" OF HIGHEST VISIBILJTY
10'-0' MqX, 10' MIN
�EN1ER Tp (��R 36' MIN. FENCE POSTS, FlLiER FABRIC 3�-�� EXIST. PVMT. 2. REMOVE STONES 2" AND LARGER FROM EXCAVAiED PLANT PIT SOIL AND EXCAVAiED PIT AREA.
DRIVEN MIN. 16' INTO `--- - - - - --- --- -' � �.,-- --- - --- --,
GROUND I I I I ALL CONCRETE
� ;-- �-- :� o - o o-----o o---� o� i TRUCKS SHALL � _ _ � ��---- - 3" DEEP SHREDDm Nf00D 3. DIG PIT DEPiH SAME AS ROOT BALL OR CONTAINER DEP1H.
-
- --- --- --- -
-------------------------==--=--=---=-= �o
�� � WASHOUT HERE
' 6" RADIUS FOR MULCH FREE MULCH BEYOND MULCH FREE 4. SET ROOT BALL (REMOVE ROOT BALL FROM CONTAINERS) IN CENIER OF PIT SO TOP OF ROOT BALL
i " °� , 5:1 MOUNTABLE BERM (OP110NAL) ZONE SHALL BE MAINTAINED
; � � BLAqC LETiERS ON IXIST. GROUND ZONE AROUND ENi1RE ROOT
T � i i ' � WHIlE BAqCGROUND FLARE 1'-2' FLARE VISIBLE iHR0UGH0UT MAINiENANCE WHERE ROOTS FLARE OUT (ROOT FLARE/COLLAR) IS 1-2 INCHES ABOVE FlNISH GRADE & VISIBLE
� i ; o �� i = o� � r PROFILE � PERIOD. (NOT COVERED WIiH SOIL); iHE REST OF iHE REMAINING TOP OF ROOT BALL SHALL BE FLUSH WI1H
; „ ;,; o o� GALVANIZm U ABOVE FlNISH GRADE) AT FlNISH GRADE & COVERm WI1H PUWIING SOIL (TOPSOIL, SEE SPECS).
HEIGHT OF FlL1ER 18' W � � ! � � m� CHANNEL POST BASE OF S1EM 3"-4' SOIL SAUCER
MIN. � ' ; BALES TO ; o
> � � � BUTT �; ! � 0 5. IF PLANT IS A CONTAINER: SLIGHILY LOOSEN mGES AROUND ROOT BALLS: IF PLANT IS BdcB: CUT
, ; �, �� i � OFF ALL WIRE/ROPE ETC. AROUND ROOT BALL dt DISPOSE OF PROPERLY; FOLD BAqC TOP HALF TO
� � � ! z SEE NOlE 3 � 1W0-iHIRDS OF ROOT BALL LOOSENING ROOT FlBERS AT EXPOSm mGES; KEEP REMAINING BOTTOM
GRADE
��v � ' ' � � I I ------------------------ PORiION OF ROOT BALL IN BURLAP INTACT; APPLY ROOT ENHANCER AND FERIILIZER TO ALL B&B
6" MIN. � - ' ` ''' i c 8 ; 12'-0' TOPSOIL AS SPEqFlm /WD CONTAINER 1REES, CLUMPS, AND SHRUBS.
'° ° ° ° ° ° ° °' � 0° �� EXIST. GROUND � �� P�T'
! `----- ----- -------- -----J i M w SIGN SHALL BE PLACm IN A , MIN.
^��/ i � � I I PROMINENT LOCAiION AT WASHOUT ; B&B (BALLED dc BURLAPPm) 6. SET PLANT SiRAIGHT dc PLUMB FROM ALL ANGLES; MAKE SURE ROOT BALL IS NOT DRY-MOISiEN IF
�O�` �j `- - -- -- -- -- -- -- -- - �- -- -J � AREA ------------------------ o OR CONTAINER; REMOVE MIN. PLANi1NG PIT DEP1H NEmED; INSTALL AS SPECIFlm; BAqCFlLL IMiH APPROVED TOPSOIL PARiIALLY; CHECK AGAIN TO
� ANCHOR BALES WI1H � „ PLAN i TOP HALF OF BURLAP LEAVING PLANIING PIT DIAMEiER ASSURE PLANT IS SIRAIGHT dc PLUMB ADJUSIING AGAIN FOR APPROVAL; FlNISH BAqCFlLL WI1H
(2) 2"X 2"X 4' S T A K E 6 M I N D E P 1 H o B O T T O M H A L F I N T A C T 2 X M I N. R O O T B A L L D I A. A P P R O V E D T O P S O I L; S M O O i H O U T IX C A V A 7 1 0 N A R E A A N D C R E A i E 3-4 H T. S A U C E R F O R W A i E R I N G
PERSPECTIVE VIEW p� BA� AGGREGAiE ALL WASHOUT SIGN OR CONTAINER WIDiH ZONE.
lERRAiEX SC, IVI 3611W WIRE BAqC AROUND CONSTRUCTION ENTRANCE SPECIFICATIONS:
SILT FENCE, OR SILT SAVER PRIORITY 2 36" MIN. FENCE POST PLAN 7. INSTALL CONSiRUCiION FENCE (SEE SPECS.) TO PROlECT PLANIED AND S�ED AREAS IMMEDIAlELY
SILT FENCE PRffABRICAiED SILT FENCE � 1. STONE SIZE - USE MIN 2" STONE, OR RECWMm OR RECYCLED CONCREiE EQUIVALENT. AFTER INSTALLAiION IS APPROVED.
WIiH POSTS OR APPROVED EQUIVALENT �•f 18»t S H RU B P LAN T I N G
� � BINDING WIRE I� 2 iHICKNESS - NOT LESS 1HAN SIX (6) INCHES. 7
; I I SCALE: N.T.S.
� . 3. WID1H - 1WELVE (12) FOOT MINIMUM, BUT NOT LESS 1HAN 1HE FULL WID1H AT POINTS WHERE INGRESS
I N � S1RAW BALE (TYP) GRADE OR EGRESS OCCURS. 1WENTY FOUR (24) FEET IF SINGLE ENiRANCE TO SIlE. �
� I UNDISiURBm GROUND 10 MIL
I � 1REE'S CENIRAL LEADER IS
� � _ ,_ _ _ ���POLYEiHYLENE N x � Z _ _ _ _ _ 4. LENGiH - NOT LESS iHAN FlFTY (50) FEET (IXCEPT ON A SINGLE RESIDENCE LOT WHERE A iHIRTY (30) SiRAIGHT/pLUMB & iRUE TO FORM; IF .
SHEETING � � FOOT MINIMUM LENGiH W'OULD APPLI�. CLUMP, (MUL71-SiEM) FORM IS SIRAIGHT, TOPSOIL, SEED 6 MIN MULCH Bm
EMBm FlLiER CLO1H � - - - - - -
MIN 6° INTO GROUND I 6" MIN DEPiH WELL BALANCED AND PROPORT10NAlE; AND MULCH FlLTER
�, ? SEASONAL HIGH 5. FlLiER FABRIC - IMLL BE PLACED OVER 1HE EN11RE AREA PRIOR TO PLACING OF STONE. �- FABRIC
TAMPED � z A(�REGAlE ALL � � 6' MIN BEST APPEARANCE SHALL BE SET AT
4" I j BACKFlLL � � AROUND GRO�A� EMBmMENT (TYP) � ANGLE OF HIGHEST VISIBWTY
EXCAVAiED iRENCH �� � 6. SURFACE WAiER - ALL SURFACE WAlER FLOWING OR DIVERiED TOWARD CONSIRUC110N ENTRANCES
`✓ WOOD STAKE (TYP) SHALL BE PIPED ACROSS iHE ENiRANCE. IF PIPING IS IMPRACi1CAL, A MOUNTABLE BERM WI1H 5:1
s�OP�s w�� BE P�tMI�D. I I=I I I=I I I=I I I= I I=I I
SECTION - �� ���-���-��� ���
NOTES: I I I,;,I I I I I I I I I I I I
NOTEs: TYPICAL SECTION 7. MAINIENANCE - 1HE ENIRANCE SHALL BE MAINTAINED IN A CONDIiION WHICH WILL PREVENT 1RAqCING
1. W'O V E N W I R E F E N C E T O B E F A S 1 E N E D S E C U R E L Y T O F E N C E P O S T S W I i H W I R E T 1 E S O R S T A P L E S. P O S T S OR FLOWING OF SmIMENT ONTO PUBLIC RIGHTS-OF-WAY. iHIS MAY REQUIRE PERIODIC TOP DRESSING MULCH FREE ZONE: 6" MIN -I I-I
SHALL BE SiEEL '1' OR 'U" TYPE OR HARDVYOOD. WIiH ADDIiIONAL STONE AS CONDI110NS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES 3"-4" SAUCER WI1H COMPACiED � RADIUS FOR SHRUBS AND 8" III III- SUBGRADE TO BE
1. CONTAINMENT MUST BE S1RUCIURALLY SOUND, LEAK FREE AND CONTAIN ALL LJQUID WASiES. USED TO iRAP SmIMENT. ALL SmIMENT SPILLED, DROPPm, WASHED OR iRACKED ONTO PUBLJC RIM: DIAMEiER OF SAUCER MIN RADIUS FOR 1REES/CLUMPS -� � DECOMPACIED
2. FlLiER CLOiH TO BE FASiENm SECURELY TO VYOVEN IMRE FENCE WIiH iIES SPACED EVERY 24' AT RIGHTS-OF-WAY MUST BE REMOVED IMMEDIAlELY. AROUND PLANT SHALL BE 3X I I I I -
2 CONTAINMENT DEVICES MUST BE OF SUFFlqENT QUANIITY OR VOLUME TO COMPLEiELY CONTAIN iHE LIQUID WAS1E DIAMEiER OF ROOT BALL OR 3° DEEP MULCH LAYER OF -� � - LANDSCAPE EDGING
TOP AND MID SECTION. FENCE SHALL BE W'OVEN WIRE, 6" MAX. MESH OPENING. GENERAiED. 8. WASHING - NMEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENIRANCE ONTO PUBLJC CONTAINER SHREDDED WOOD BEYOND I I I I I I=
RIGHTS-OF-WAY. NMEN WASHING IS REQUIRm, IT SHALL BE DONE ON AN AREA STABWZED WI1H STONE MULCH FREE ZONE
3. WHEN 1W0 SEC110NS OF FlLiER CLO1H ADJOIN EACH O1HER iHEY SHALL BE OVERLAPPED BY 6" AND 3. WASHOUT MUST BE CLEANm OR NEW FAqlJ11ES CONSiRUCiED AND READY TO USE ONCE WASHOUT IS 75% FULL AND WHICH DRAINS INTO AN APPROVED SEDIMENT iRAPPING DEVICE. M U LC H B E D
FOLDm.
4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCA710N EASILY A(:CESSIBLE BY CONCREiE 1RUqCS. 9. PERIODIC INSPEC110N AND NEEDm MAINIENANCE SHALL BE PROVIDED AFTER EACH RAIN. PLANi1NG SOIL (AMENDED 9 SCALE: NTS
4. MAINiENANCE SHALL BE PERFORMED AS NEmED AND MAiERIALS REMOVED WHEN "BULGES' DEVELOP TOPSOIL) (SEE SPECS.)
IN 1HE SILT FENCE. 5. ONE OR MORE AREAS MAY BE INSTALLED ON iHE CONSiRUCiION SIiE AND MAY BE RELOCAiED AS CONSiRUCiION
PROGRESSES. STABILIZED CONSTRUCTION ENTRANCE
5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT IXC� 1/4 ACRE PER
100 FEET OF FENCE. 6. AT LEAST WEEKLY REMOVE A(xUMULA710N OF SAND AND AGGREGAiE AND DISPOSE OF PROPERLY. 6 SCALE: NTS PLANi1NG PIT DIAMEiER
6. SILT FENCE SHALL BE USm WHERE EROSION COULD OCCUR IN 1HE FORM OF SHEET EROSION. CONCRETE WASHOUT AREA 2X MIN. ROOT BALL DIAMEiER
7. SILT FENCE SHALL NOT BE USm WHEN A CONCEN1RAilON OF WAlER IS FLOWING TO iHE BARRIER. 4 SCALE: NTS T RE E P LAN T I N G
$ SCALE: N.T.S.
SILT FENCE INSTALLATION
1 SCALE: NTS
1' REBAR FOR BA DUMP SiRAP
REMOVAL FROM INLET
SILT FENCE 2
�� �SE OR
� �, �, DUMP SiRAP NOTES:
�, �, �, �, �, , 1. FlL1ER FABRIC SHALL HAVE AN EOS OF
/ SILTSACKO 40-85.
\ � .� � � .� j
2 CUT FABRIC FROM CONi1NU0US ROLL TO
� \ \ � � � � � j � NED�BRACES AS �EDED OVERLAP TO 1HE NEXT STAKE.
� �
3. STAKE MAiERIALS WILL BE STANDARD
\ - ------ - - ------ - � IVI 3617 SILT FENCE OR APPROVED
\ / 2°x4' WOOD OR EQUIVALENT, WIiH A �
�i EQUIVALENT 2'X4' FRAME MINIMUM LENGIH OF 3 FEET. �
����� _ _______ _ _______ ��cN,� S ECTI ON FABRICD CREST OF 4. SPACE STAKES EVENLY AROUND INLET 3
ENTRANCE 24' WIDE AND FEET APART AND DRIVE MINIMUM 18"
SHALL BE ON UPSLOPE DEEP. SPANS GREAiER 1HAN 3 FEET
2'X4' Nf00DEN STAKES MAY BE BRIDGm WITH iHE USE OF IMRE
HAY BALES OR SILT FENCE MESH BEHIND FABRIC FOR SUPPORT.
NOTES: 70-3/4"
2 EACH 5. FABRIC SHALL BE EMBEDDED 1 FOOT
1. AREA CHOSEN FOR STOCKPILJNG OPERA710NS SHALL BE DRY AND STABLE. STRAPS MINIMUM BELOW GROUND AND
IXPANSION RESiRAINT PLAN BACKFlLLED. IT SHALL BE SECURELY FRONT VIEW
2. MAXIMUM SLOPE OF STOqCPILE SHALL BE 2 HORIZ ON 1 VERT. � (1/4' NYLON ROPE, 2° FlLiER FABRIC FASiEN FASiENm TO iHE STAKES AND FRAME.
� ��� FLAT WASHERS) SECURELY TO STAKES � �
3. UPON COMPLEiION OF SOIL STOqCPWNG, EACH PILE SHALL BE SURROUNDm WIiH EIiHER SILT FENqNG 6. A 2 x4 W'OOD FRAME SHALL BE
OR HAY BALES, iHEN STABWZm WIiH VEGETAiION OR COVERm. BACKFlLL �P�� ��ND 1HE CREST OF 1HE
BAG DETAIL FABRIC FOR OVERFLOW STABILJTY. �
4" WOODEN STAKES �----------------------------------------------------------------� 7. MNUMUM DRAINAGE AREA IS 1 ACRE. �r,
TEMPORARY SOIL STOCKPILE No�s: IXISi1NG ;--------------------------------a . !
2 SCALE: NTS O PROPOSED � j �' 8. INLET PROiECiION SHALL REMAIN
1. PORE OPENING SHALL BE IN BEiWEEN 200 dc 700 GRADE �-------------------------------------------------1 IN-PLACE UN11L SIiE HAS BEEN
��• � j STABILIZm.
MULCH LAYER OF COMMON HAY OR 2 INLET FlLiER IS TYPICAL FOR ALL RECTANGULAR -`==����:r�-�=�-�"}=���";��;=="` Z
STRAW, 2 TONS PER ACRE AND SQUARE YARD INLET'S ONSIiE. EMBED FlL1ER CLOiH `"""" �"""' �
TEMPORARY OR PERMIWENT SEED, SEE MIN. 12' INTO GROUND ;o eLAd�llE.� SIDE VIEW
SPECIFlCATIONS OF PLANS FOR MIX
PARK BENCH
5 I N L ET F I LTE R SiRUiURE N 11 �A`E` ".T.s.
TOPSOIL• NATURAL FERTILE, AGRICULTURE SCALE: N.T.S.
SOIL CAPABLE OF SUSTAINING VIGOROUS
PLANT GROWfH. DEPTH AS PER
SPECIFlCATIONS OR PUWS
SECTION
NOTES:
1. TOPSOIL, SEED, MULCH AND FERi1LIZER DISIURBED SOIL AREAS 1HAT WILL BE LEFT EXPOSm
FOR 14 DAYS OR MORE. OUT-OF-PAVEMENT INLET FILTER (FABRIC DROP)
2 SOIL PH SHALL BE lESiED, LIME SHALL BE APPLIm TO BRING SOIL PH TO 6.5. 1 0 SCALE: NTS
3. FERIILIID2: COMERCIAL 5-10-5, 175 LBS PER ACRE.
TOPSOIL, SEED AND MULCH
3 SCALE: NTS
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O �
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-501 )
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
PROPERTY LINE, R.O.W., OR SANITARY SENIER PIPE (SEE
EASEMENT LIMIT 2" t PIPE PROJEC110N FlNISHED SURFACE GRADE
B� INTO MH TYP. B� (REFER TO PLANS) FORMm HOLE WIiH FLEXIBLE RUBBER
PLANS FOR INVERTS, DU1. AND
SQUARE CUT VISIBLE NON-SHRINK GRWT MORTAR LOCATION) � M � MANHOLE Wq��BLY CAST INTO
� 4-0 DUl MIN INSIDE FACE OF �� a
EXIST. AND/OR FlNISHED GRADE � SANffARY MANHOLE
��__ ________�____ � � - - - --� MIWHOLE OR AS a:� l SERIES 304 STAINLESS SiEEL
A I I A A I I A � � SPECIFlm ON BAND CLAMP dc SERIES 305
PLUMB 2"x4" LOCAiION � 1J � � MANHOLE FRAME TO BE SEf IN ___ / \ p�g OPENING TO BE FlLLED WIiH STAINLESS SiEEL ADJUSi1rIENT
PORTUWD CEMENT MORTAR. � I \ NON-SHRINK WAlERPR00F a �Eyy.
E
r MARKER AT END OF GRADE RINGS USED TO ADJUST �
p� �7�� COVER TO REQUIRm ELEVATION � GROUT AFTER PIPE IS
� Z 1 1 � 4" MIN 12" MAX OPENING SIZE FLAT CONCREiE i � INSTALLED
� � EQUAL TO COVER TOP COVER SHALL / 2't PROJEC110N
N�� FORM SPECIFlED BE SUBSi11UiED Q D INTO MH AT PIPE
„ PRECAST CONCRETE Z FOR iHE CONE � � � I SPRINGLINE I I I
�W� 2% MIN. GRADE (1/4 END CAP FOR �R�TM MIWHOLE CONE SECTION � O I I I
� PER F00� (SEE NOTE ��RE ��n� �� � � I
��i B� COMPACTED SELECT FlLL TO N CONDIiIONS
�o^ 2) C O N N E C 1 1 0 N g� BOTfOM OF PAVEMENT� REQUIRE. 1 SqN,T�D� � � TOP OF BASE SLAB Z I �� PIPE ENiERIN
�- 4 5' O N E W A Y I N V E R T M U L T I P L E I N V E R T SUBGRADE 6• � � F L E X I B L E C O N N E C i I O N � � � OR IXI11NG MANHO� �
POLYPROPYLENE - - - - - - - - - MIN � I CAST
� INSERIED OR "' I I I I
��`----� _ ALJGN 0.8 DEPIHS OF � INTO WALL
.-_._.-.__�.__��_---- - _ ,_.._._---;
�--------------.--=---� �___,------------.._�_.--....-- FORM SMOOIH CURVE INVERT IN MANHOLE 5iEPS
, .� _�_.___.._�.__.�.�i, DIFFERENCE SIZE SHAPES � /
--�--- ------..__�..-
----------------------------
� ---------------- � �
f 2 ROWS OF BUM �__ PRECAST
�r---Y-Y`-�-ry�� ��SEE NOiE 1 PIPE BmDING (TYP.) � ROPE AS PRIMARY CONCREiE BASE - - - - a - I
4-0 DIA MIN '�NT �� SECiION ° a FLEXIBLE PIPE JOINT �
� � � ' (�•) SEE DETAIL iHIS SHEET �
�____ ---.r � � a z
SEWER MAIN �___ __________--___,� �, OR AS SPEqFlED ON PLANS OR JOINT COUPLJNG
SECTION A-A � c � Q PRECAST CONCREfE APPLY BIlUMINOUS (PER TABLE) �
ao � MANHOLE RISER SEC110N �'
o � COAi1NG TO INSIDE I �
- - - - - - - AND OUTSIDE
Z� SURFACES PLAN - - - - - - - - � "A"DISTANCE PER TABLE
INVERT INVERT CHANNEL NOTES:
��� p�T AND BENCHWALLS FLEXIBLE
SEWER MAIN o� PRECAST CONCRETE CONNEC110N CONE DIMENSIONS 1. INVERT SHALL BE FlLLETED. F L EX I B L E J O I N T R E Q U I R E M E N T
3 STANDARD INVERT a SMOOTH DROP INVERT FILLET MANHOLE BASE SEC110N INSERIED OR CAST DIA. OPENING HEIGHT
45' BEND �l PROPERTY LJNE, R.O.W., OR � � INTO WALL 24• 24• OR 42• 2. RONFORCEMENT FOR FLEXIBLE JOINT TYPE "A" DISTANCE
MANHOLE COMPONENTS SEWER PIPE TYPE IN & OUT (FEET)
6" BUILDING SEWER EASEMENT LIMIT (TYP.) SLOPE TOP OF �2° � �� �~ SHALL BE DESIGNm BY A
LAIERAL (TYp.) OP110NAL lEE WHEN S7EEL iROWEL SMOOTH ALL PIPE B��WALL 2" PER ��� � � LICENSED NEW YORK STAlE DUCi1LE IRON STANDARD RUBBER GASKET PIPE �a MAX.
SPEqFlED OR ALLOWED BY CHANNEL AND BENCHWALL FOOT COMPI�TED CRUSHm STONE, z PROFESSIONAL ENqNEER PRIOR TO CONSIRUC110N. SHOP DRAWINGS SHALL JOINT ONLY
MIX OF N0. 1 AND 2 STONE � BE SUBMITTED FOR REVIEW. S1RUCIURE SHALL BE DESIGNED FOR HS20-44 STANDARD RUBBER GASKET PIPE �
ENGINEER SURFACES , I
� TO SPRING LINE OF HIGHEST � �, ' VEHICULAR LOADING PLUS 25X IMPACT. PVC 3 MAX.
PIPE � JOINT ONLY
�� � � �PROPERLY COMPACT 3. CONCREiE TO lEST 4000 P.SI. AT 28 DAYS IN CONFORMANCE WIiH A.ST.M. NOTE:
� STONE BENEAiH PIPE C-478.
SEWER LAiERALS SHALL BE iHE SAME MAlERIAL AS + ti___________________________ ___________� 1. RffERENCE MANHOLE DETAIL(S) FOR REQUIRm INVERT CHANNEL CONFlGURAiION.
4. BENCH SHALL BE BUILT FOR FLOW BEiWEEN INLET AND W1LET.
SEWER MAINS UNLESS OIHERWISE APPROVED BY iHE
ENqNE�t. INVERT � UNDISiURBm� 5. EACH MANHOLE IXiERIOR SHALL RECEIVE TW�O BIlUMINWS COATS.
w� SUBGRADE SECTION
SOLID CAST-IN-PLACE �� s. USE ONLY WET-CAST UNITS. DRY-CAST NOT ACCEPTABLE p I p E C O N N E CT I O N T O M AN H O L E F L EX I B L E
CONCRETE AIR ENiRAINm 4000 gqyyED HALF PIPE z�
45• w,r� PSI MIN MAY BE USm �o PRECAST CONCRETE MANHOLE 7 RUBBER BOOT CAST INTO MANHOLE WALL
NOTES:
ENLARGED 50% `5 SCALE: N.T.S. SCALE: N.T.S.
PLUMB 2"x4" LOCAiION
MARKER AT END OF LAlERAL 1. INLET AND OUiLET OF PIPES SHOWN ON PLAN VIEW OF BASE ARE NOT NECESSARILY
(1�•) TYPICAL OF ALL MANHOLES. REFER TO U1ILITY PLAN FOR INLET AND OUiLET ORIENTAiION. ANHOLE FRAME AND LID, s" w�TM 24" CLEAR
A A EXTEND TO GRADE USING PRECAST COVER, HEAVY DUTY H20 LOADING, MARKED
� � �
CONCRETE WATER 71GHT GRADE RINGS "GREASE TANK" (TYP)
' " SEP71C TANKS SHALL BE
„ TESTED WATER 11GHT MANHOLE
o� 45' BEND �D CAP FOR FUiURE 3
INVERT, CHANNEL AND BENCHWALLS FlNISHED GRADE i i _ i _ _ � _ _ _ i i i
� CONNECiION SCALE: N.T.S. 1 / I �
� - - � -� / , � � \ \ � - - T - - �- - -
` . , . ._ . : � � � T� / � � � � /� � � �
PLAN N .M , M .. � � /�. /� � I � �\ .� I I
• 4 0 PVC 6 0 PVC �
NOTES: 2�-0� "NEENAH" R-7506-E: • plpE 80 24" TAPERED SCH 80 '.: � -� T j�/��� � � �/��� + - �
FROM BUILDING HOLE AND PLUG P�PE TO MANHOLE I /
SQUARE SERIES FLOOR BOX FRAME � / � \ � I �' / � � \ I I
1. OPIIMUM ANGLE IS 45'. 1HE ENqNEER MAY CALL FOR OiHER ANGLES TO SUIT JOB CONDI110NS. CLASS "B' CONCRETE 13� AND LID. OR EQUAL � � I � � � � I � I.� � �I` I
`i 1/4"/FT. MIN. / / � � � / \ I \ I/
M M �E f _ _ � _ I J- _ _
2 iHE CONiRACTOR SHALL BE RESPONSIBLE FOR INSTAWNG iHE SEWER LATERAL AS CONFlGURED AT 1HE MINIMUM SLOPE � 6 X18 OPENING ' 1" STAINLESS STEEL � �// /� �\ \\I / �� �I\ \��I �
OR SiEEPER, AND FOR ESTABLJSHING iHE ELEVAiION AT 1HE POINT OF 1HE CONNECiION. IF EXISIING UillJilES OR 11 1/2 �i . . I
� SECURING STRAP 4 0 / \ � / / / �
NS ER�n�RES PREVENT INSTALLA710N IN 1HAT MANNER. 1HE ENqNEER SHALL BE CONSULIED PRIOR TO N GRASS SPACING (TYP.) �� /� I RISER /�� � RISER � �� /�
� � � NOTCHED PIPE / I/� � / \ I � ��I �
' . (T�.) - - - \ � � - � �
- -
. ,. .. , . . . . . ; . . . ,. . : � • � NOTES: INV OUT � \ \ �/ / I � � /�/ �
CLEAN-OUT W/ '
SCREW-IN PLUG � 6M �� N 1. MANHOLE COVERS TO BE H-20 LOADING. I `I. � � / I � � k I
STANDARD SEWER SERVICE CONNECTION PLAN 2. TANKS AS MANUFACTURED BY THE FORT MILLER � I � � I � �/ I �� � I � / I I
a ° ^ 6" COMPACTED SAND, OR APPROVED EQUAL \ � / � \
1 GRAVEL OR PEASTONE 3. MINIMUM OF 0.25' INVERT ELEVA710N - - -� - - + - � � � - - � - - � 7 + - - �-
SCALE: N.T.S. 45� �p• DIFFERENCE THROUGH EACH TANK. I I �.}' �/ � I � \\� �� I I
ELBOW � I � � ;� � � � � �� �� � � �
-i.
� 45' ELBOW L - - � - - � - - I - - - I - �- � - 1 - - � -
• 2000 CALLON TYPE II GREASE INTERCEPTOR - - i i i I i I i i i
o � c
� `�'� �i0 v SCALE: N.T.S. 2-�4 BAR X 6'-0" 1/8"X1"DEEP
PRECAST CONCREfE 4-0" DIA MIN
COMPACTED SELECT FlLL TO • CONTROL JOINT
MANHOLE RISER SEC110N � FLOW OW FLOW LONG 4 O.C. TYP.
OR AS SPECIFlm ON PLANS BOTfOM OF PAVEMENT
PRECAST CONCRETE SUBGRADE IN LINE AT BEND s" TMicK MiN. s,000Psi ONG 4AO.c.4nrP~
CONCRETE SLAB
MIWHOLE DOGHOUSE RISER - - - - - - - - - - SEAL ANNULAR SPACE �� �t4 BAR 12" EW AT
SECTION L BEiWEEN DOGHOUSE MIDHEIGHT OF SLAB
OPENING AND EXISIING PIPE NOTES: TOP OF SLAB FLUSH WHEN
PROVIDE ARCH OPENINGS ('DOGHOUSE" SAVYCUT AND REMOVE TOP WIiH NON-SHRINK WITHIN PAVEMENT, 2" REVEAL
OPENINGS) FOR IXISIING PIPE HALF OF PIPE HYDRAULJC CEMENT WHEN WITHIN LAWN. SEE GB-250 GREASE INTERCEPTOR
EXISIING PIPE TO „ 1• SEWER PIPE FlTTINGS TO BE ASilrl D-3033 OR D-3034 SDR-35. NOTE 5
REMAIN - �BED BASE 2 IN
• CONCRETE 4 S EW E R C L EAN O U T 8" THICK MIN. 5,OOOPSI (WENDY'SHEET D 4 aL ON
- - - - ? -
� CONCRETE SLAB FINISHED
� I I R �I I SCALE: N.T.S. GRADE
COMPACTED CRUSHm STONE, • ' 1 �� 1
MIX OF N0. 1 AND 2 STONE �., � !
TO SPRING LINE OF HIGHEST � ��; ;� ,� i
PIPE ; �- . '
�------------------------------------ --+---------------I J 3" CLR MIN. ITEM B-12 CRUSHED�
STONE
UNDISIURBED�
SUBGRADE 4000 PSI CAST-IN-PLACE CONCRETE NOTES: SECTION
SECTION BASE SiEEL REINFORqNG = �4 BARS
O 12�� O.C. EACH WAY 1. INSTALL PER MANUFACTURERS WRITTEN INSTRUC710NS.
2. CONCRETE SLAB-ON-GRADE SHALL BE AIR ENTRAINED WITH BROOM FlNISH.
3. FlNAL CONCRETE SLAB-ON-GRADE DIMENSIONS SHALL BE COORDINATED WITH THE APPROVED GREASE TRAP.
PRECAST CONCRETE SANITARY MANHOLE (DOGHOUSE) 4. IN LAWN AREAS, PROVIDE 3/4" CHAMFER AND 2" REVEAL ABOVE GRADE.
2 SCALE: N.T.S.
GREASE INTERCEPTOR CONCRETE SLAB
$ SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-502)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
EXTERIOR 5,-�• PAYMENT LIMITS - (SPECIFY WIDiH)
i—� BUILDING WALL 1. HIqiWAY PAVEMENT 9'
i EXTERIOR BUILDING WALL 2. HIGHWAY SUBBASE 9'
I DOWNSPOUT - REFER TO 3. TOPSOIL FERi1LIZER, AND S�ING 30' (EASEMENT AREAS
I I ARCHITECTURAL PLANS FOR ONLI�
i I QUANTITYCAl10N &
IN LAWN AREAS IN PAVED AREAS
i i 6" FERNCO COUPLING CONNECT TO LAWN RESTORA710N, SEE FlN SHED R F�ACN�SEE
�_HEADER W/ 6"x DETAIL X/X DETAIL X/X
� I FIN.GRADE - SEE TEE OR TEE WYE
F� I PLANS FOR SURFACE / / / / /
�-�W Z � ��\� \�\/\<
� �J v�''i J � �/�/,��/� ��
I �a DOWNSPOUT - REFER ��// /j
I ? I TO ARCHITECTURAL o� �_PVC SDR35 „ � �\�\\ //�\/��\/��\/�
I PLANS FOR EXACT p � HEADER PIPE(6 Y % � ��
I I LOCATION & 6 PVC OR 8 - REFER � �\ j\ / i
I QUANTITY 45' BEND TO SHEET C130), °a° ��,\ \��� '�'
I �I I LAID AT SLOPE � � �%� z
5'-0' PVC SDR35 SPECIFIED ON w ��/\� \��/
I `O I HEADER PIPE(6" p�,qNg � 1Rp�(�{ BAqCFlLI.,/� / �
I� I // / DEiECTABLE WARNING (SEE N
N I TO SHEETREFER PLAN SELECT FlLL (SEE �/ \�` NOiE 3) '�'
.
I I � C130), LAID AT
No� 2) //, � �
I SLOPE � � iRENCH BACKFlLL, '
I �__I �� SPECIFIED ON /� \�� SELECT FlLL (SEE
I // PLANS w � c� �// ��! NOiE 2)
� o � o
' "� '�' � � �/� �
6 PVC
90' BEND 6" PVC a °a° � �//
45' BEND � \/` UNDISiURBm MAiERIAL
SECTION � o+ j/ \��
PIPE BmDING AND PIPE ZONE
° \ ` �� BAqCFlLL, N0. 1 AND 2 STONE
BUILDING LEADER ROOF CONNECTION %%��%��'��%� '��%��/��
1 SCALE: N.T.S. 12" D 12"
NOTES: W=D+24"
1. D=OUTSIDE PIPE DIAMEiER.
CONCRETE COLLAR IN 2 ON-SIiE IXCAVAlED ii2ENCH MAiERIAL MAY BE USED FOR 1RENCH BACKFlLL IF MEEi1NG 1HE
CASTIRON COVER UNPAVED AREAS REQUIREMENTS OF SELECT FlLL MAlERIAL
MARKm 'WAiER" � FlNISHm GRADE IN
LANDSCAPED AREAS 3. PLACE DEiECTABLE WARNING TAPE 6' BELOW SUBBASE IN PAVED AREAS AND 12' BELOW FlNISHED
FlNISHm GRADE IN GRADE IN LAWN OR LANDSCAPING AREAS.
PAVED AREAS
4. 1RENCHING SHALL BE IMPLEMENIED IN ACCORDANCE WIiH O.S.H.A. STANDARDS.
� � io TOPSOIL 5. 1HE MINIMUM DEP1H TO TOP OF U1ILITY PIPE SHALL BE
I I
i � i 6' POTABLE WAiER: 5'-0"
i i SANITARY SENIER: 4'-0"
i i 7W0 (2) PIECE CAST IRON STORM SEWER: 2'-0"
.�. i i VAWE BOX
z i i 6. REFER TO SPECIFlCATION SECTION 310000 FOR TRENCH BACKFlLL, PIPE BmDING AND PIPE ZONE
� i i
. i i BACKFlLL GRADATION AND COMPI�TION REQUIREMENTS.
o ili
� � �
� � � M.�. RESIIJENT WEDGE GAiE P I P E T RE N C H AN D B E D D I N G
VAWE, SEE PLANS FOR 3
�, i �i SIZING SCALE: N.T.S.
i��' '��i
�u n�
----- � � ------
------ -� ,- ------
NOTES:
1. WAiER VALVES SHALL HAVE iHEIR INIERIOR AND IXiERIOR SURFACES FUSION EPDXY COAiED
CONFORMING TO AWWA C550-81. WAiER VALVES SHALL BE MECHANICAL JOINT, NON-RISING SiEM
RESWENT WEDGE GATE VALVES.
2. WAiER VALVES SHALL OPEN TO iHE LEFT (COUNiERCLOCKWISE) WI1H A 2-INCH OPERAi1NG NUT
AND HAVE STAINLESS SiEEL HARDWARE.
3. MINIMUM DISTANCE TO JOINTS, FlTTINGS, OR OiHER WET TAPS OR STOPS SHALL BE 3-FEET.
4. MAKE AND MODEL OF TAPPING SLEEVE, GAlE VALVE, AND VALVE BOX SHALL BE IN ACCORDANCE
WI1H PROJECT SPECIFlCA710NS. SEE SEC110N XX)0(X.
TYPICAL UNDERGROUND GATE VALVE
2 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-503)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
30' DIA HEAVY DUTY (H-20)
ROUND FRAME AND COVER 8' DIA. DOME GRAiE
GRASS dc PLANTS
MODEL R-1557 BY NEENAH FlNISHED SURFACE GRADE STORM SEWER PIPE (SEE HDPE YARD DRAIN TO 36"
FOUNDRY OR EQUAL(REFER TO (REF�2 TO PLANS) P�S FOR INVERTS, DV1. AND ROOF DRAINS CLEAN-OUT W/
PLANS FOR RIM ELEVATION) LOCATION) FlRST COUPLER TO SCREW-IN PLUG, SQUARE
BE 18' MIN FROM WALL OR OR EQUAL
NON-SHRINK GROUT MORTAR BE ENCASED IN FLOWABLE FlLL
PLANi1NG PLANTING SOIL: 13Y4"
- - - SOIL M
MANHOLE FRAME TO BE SEf IN �� �-- PH RANGE 5.2 TO 7.00
POR1lAND CEMENT MORTAR. - - - /� �� STORM SEWER DRALIN^A R �o ORGANIC MATTER 1.5 TO 4.0% � � � �
GRADE RINGS USED TO ADJUST / TO IXfEND INTO MAGNESIUM 35 LBS PER ACRE, MIN
COVER TO REQUIRED ELEVATION OPENING SIZE EQUAL PRECAST TOP SLAB , , � � MANHOLE, MAX PHOSPHORUS 75 LBS PER ACRE, MIN
TO GRATE OR COVER �� C-478) 5-0 DIA. MIN \ OF 2' N POTASSIUM 85 LBS PER ACRE, MIN
SPECIFlm STORM MANHOLE
OR AS SPECIFlm -'�-%'�. SOLUBLE SALTS < 500 PPM MAINTAIN FULL SUBBASE
. ON PUWS � :� �'`� � MEMBRANE PROTECTION r-------------- -� � CLAY 10 TO 25X THICKNESS UNDER
1 1/2 BUM ROPE AS � ; ________ ; I AND ROOT BARRIER i SILT 30 TO 55X CONCRETE
PRIMARY JOINT SEALER 1 ; �_���: � I STRUCTURAL SUPPORT _________________ � 6" DIA HDPE
_ SAND 35 TO 60X _
� CLEANOUT
� � 6� ��''�`"" � 8' OUILET TO ROOF EXTENSION 4" OVERLAP
UNDERDRIUN CONNEC110N (WHEN MIN � CORED OR FORMm DRAIN �_
AND WHERE SHOWN ON PUWS) . /
� PRECAST CONCREfE RISER �� � WIIHNINONFlSHRINK � � '
COMPACTED SELECT FlLL TO MIN ��__� � GROUT. I I
BOTfOM OF PAVEMINf� � � (� C-478)
suecw�E s-o DIA MIN . GREEN ROOF SECTION � � � �
OR AS SPECIFlm ON PLANS CORm OR FORMED OPENING 30 DIA HEAVY DUTY (H-20) 1 SCALE: N.T.S. I I I I
POLYPROPYLENE FlLLED WIiH NON-SHRINK PLAN ROUND FRAME AND (X�IER I I (2) �3
BARS
MODEL R-1557 B1f NEEWW DOWNSPOUT � I � 3 CLEAR
MIWHOLE STEPS GROUT. APPLY WAiERPR00FlNG � � i „
- - - - - - - - - - INSIDE AND OUT OVER FOUNDRY OR EQUAL(REFER TO � I
PRECAST CONCREfE MANHOLE GROUlED OPENING. EXiEND PUWS FOR RIM ELEVATION) HDPE HEADER - ----J �TM��
(ASTM C-478) WAiER PROOFlNG 12 INCHES NOTES:
BEYOND CORE. PIPE OR PLAN
„ i - 1. ALL PRECAST CONSIRUC110N IN ACCORDANCE W/ASilrl C478. CHAMBER
i 12 ���� 8" DIA. DOME GRAlE
MIN 2. MANHOLE SHALL BE PRECAST CONCREiE DESIGNED FOR H-20 VEHICULAR LOADING. HDPE YARD DRAIN W/ TO
� �� ROOF DRAINS INSPECTION PORT DETAIL
���� 3. FRAME AND COVER SHALL BE DESIGNm FOR H-20 VEHICULAR LOADING. 3 SCALE: N.T.S.
\ �
� �
N � BENEAiH PIPE 4. CONCREiE MANHOLE LJD CLEAR OPENING DIMENSION MUST MATCH FRAME AND COVER I I I �
� �, PROPERLY COMPACT STONE CLEAR OPENING DIMENSION. PLANTING SOIL:
COMPI�TED CRUSHm STONE, PONDING LAYER
MIX OF N0. 1 AND 2 STONE °O � 5. SiRUCiURES HAVING A DEPiH GREAlER iHAN 48" FROM FlNISHED SURFACE TO 1HE PH RANGE 5.2 TO 7.00
FLOOR OF 1HE CONCREiE BASE SHALL BE PROVIDm WIiH S1EPS. ORGANIC MATTER 1.5 TO 4.0%
TO SPRING LINE OF HIGHEST • MAGNESIUM 35 LBS PER ACRE, MIN
PIPE � � 6. BAqCFlLL USING SELECT BAqCFlLL, COMPACIED IN 6' LIFTS. GROWING DEPiH � PHOSPHORUS 75 LBS PER ACRE, MIN
POTASSIUM 85 LBS PER ACRE, MIN
SOLUBLE SALTS < 500 PPM
7. SUMPS SHALL BE 12'. GRAVEL DRIUNAGE (XqY 10 TO 25%
UNDISIURBED� �E� � SILT 30 TO 55%
SUBGRADE 8. E(:CENiRIC CONE TOP CAN BE USm FOR MANHOLES DEPiH GREAiER iHAT 7 FEET. SAND 35 TO 60%
SECTION
6" PERFORAlED PIPE OU7LET PIPE, R R TO
PLANS FOR SIZE AND
STORM SEWER MANHOLE P��M MAIN STORM SLOPE
6 scn�: N.T.s. STORMWATER PLANTER
2 SCALE: N.T.S. DMH1
SEE DETAIL 1/C502
TF:302.00
� � INV IN:292.98
i�i INV OUT:292.98
i
i i
6" INSPECTION 6"DIA. HDPE � �
PORT. SEE
CONCRETE DETAIL 3/C504
PAVEMENT/SURFACE 59'-0" SYSTEM INSPECTION REQUIREMENTS:
GRADE 57"-0"
COVER ENTIRE ISOLATOR ROW WITH 3/4 - 2 INCH WASHED CRUSHED 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS
GEOTEXTILE FABRIC FOR . ANGULAR STONE AROUND AND ABOVE 12^ 12„ PRIOR TO REQUIRED INSPECTIONS. INSPECTIONS
COMPACTED STRUCTURAL FILL IN 12
SEPARATION/STABILIZATION (8' WIDE LIFTS(MAX), TOTAL DEPTH AS NEEDED CHAMBERS INSTALLED LOOSE (TYP) i SHALL BE PERFORMED BY THE ENGINEER AS
STRIP) SPEC SECTION 334914 TO TO OBTAIN GRADE REQUIRED FOR
� FOLLOWS:
GRADE VARIES ACROSS SYSTEM UB-BASE FINISHED GRADE. VARIES SEE C150 i A. SUBGRADE INSPECTION:
a i • THIS INSPECTION SHALL BE PERFORMED
��, � Q i 12" DIA. SYSTEM AREA HAS BEE EXCAVATED TO
�,� /,, � „ �CORRUGATED PE TME PROPOSED BOTTOM OF STONE
'����` EL. 296.00 � = 12" 6 i MANIFOLD
!�� l -- - - �- -- -- - -- -- - - - -- -- - -- -- - - - -- -- - - - - - - - - - - - � N- c� `O CORRUGATED PE ----- � ELEVAl10N.
I � �. „ I I � , z °' CORRUGATED PE a0 i • GENERAL SYSTEM LOCAl10N, DEPTH AND
INLET 6 FEEDER � � �c- CONFIGURATION WILL BE CONFlRMED
'.%' `� -_ , I N V = 292.98 I i -- ---------- i EL. 295.50 � ----- �
� � � • FALLING HEAD PERMEABILITY TESTS WILL
i / � '•
%
� /- � � I N i BE PERFORMED AT THE SYSTEM SUBGRADE
CONTECH C-40 i � �� � � ' W ELEVATION AS PART OF THE SITE SPECIAL
NON-WOVEN � �-� ,-� �= �"� �-� � ✓i%." i„� > Oa ----- � INSPECTIONS.
GEOTEXTILE � O ,' � O O ,' �� O � �� O ,' �� O �� ' • .
' � � � � i i ' � i M °� ----- - ---- M "� � „ B. FINAL INSPECTION.
i `� �� 5..6" �� % I ! �� % ' --�- --� � '� 6 DIA.
' ' ' I I ' --� � o N i CORRUGATED PE
� � i� � � EL 292.98 M a0 � FEADER, TYP. NOTES•
�_ -- _- - - __ -- -- --- - -- --- - - -- -- --- - - --- - - --- -- - -- -- --- !
-----
� - - -;�-� � - - - - - - - - - - � � 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS
r�, ��`� � � ; = z DMH2 i AND AROUND PERIMETER SHALL FOLLOW
;% �c
i \i ;! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i i � � SEE DETAIL 1/C502 � INSTRUCTIONS AS INDICATED IN THE MOST�
EL. 292.00 TF:297.90 a i CURRENT VERSION OF THE MANUFACTURER S
i INV IN:292.98 g• O- _____ i CONSTRUCTION GUIDE. BASIS OF DESIGN IS
i INV OUT:292.88 CORRUGATED PE i CHAMBERMAXX 2016 (WWW.CONTECHES.COM)
rtija FEADER, TYP. �
NON-WOVEN �t�' i 2. APPLY EROSION AND SEDIMENT CONTROL
GEOTEXTILE �2„ PLACE A MINIMUM OF 12.5' GEOTEXTILE i MEASURES TO PROTECT THE STORM WATER
TYP 57" O.C. FABRIC OVER FOUNDATION STONE FOR �__ � i SYSTEM DURING ALL PHASES OF SITE
SEPARATION/STABILIZATION AND SCOUR CONSTRUCTION.
PROTECTION AT ALL CHAMBER ROW
INLET UNITS SPEC SECTION 334914 3. PLACE A MINIMUM OF 15' GEOTEXTILE FABRIC
N0. 2 WASHED CRUSHED STONE. 6" INSPECTION OVER FOUNDATION STONE FOR
NOTE: REFER TO " CONSTRUCTION GUIDE FOR ALL PROCEDURES PLATE COMPACT OR ROLL TO ACHIEVE N PORT, SEE SEPARATION/STABILIZATION AND SCOUR
INVOLVING CONTECH INSTALLATION OF THE CHAMBERMAXX UNITS A 959b STANDARD PROCTOR DENSITY. � DETAIL 7/C502 PROTECTION AT ALL CHAMBER INLET ROWS.
(WWW.CON TECH ES.COM.)
SUBSURFACE STORMWATER SYSTEM - SECTION C SUBSURFACE STORMWATER SYSTEM - PLAN
4 SCALE: N.T.S. `� SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-504)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
2�_6�� CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1009 OR EQUAL,
TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS FINISHED GRADE
CLEAR OP'NING SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED �
SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF �\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//�
FINISHED GRADE (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF E 2'-0" DIA.3 � \/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \/\\
'•.'o . o • o:.g8:::` ' "nx:':'<::: ' FINISHED GRADE CLEAR OP'NING PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) / \
�` ° F.::o°o °: �:�`:°°.� PAVEMENT AND FLUSH TO 1/4" BELOW F.G.)
o.;..:. :,:.. om.;.:,.o._..�... o:. ::: .
o '"�bo°ob gS�o�o°.� (3� °o� ,: 'o.. ..o. ,::•,ae:;:. oo.o 0 oa a o
" � � � o,? Ro� o . >oe.` PRECAST GRADE RINGS 6 MIN. TO 20" MAX.
� ��� PRECAST CONCRETE GRADE RINGS �� °a"�D � 'o BRICK SHIMS NOT PERMITTED
�.. ...:., �..� O . r. o a+� 4� p -cgcb0 g b� � � � �
. 0�0� ' . cb� o. 9 � o°N.o�p'b�.0 �...Ap°. „ � � Z
* AS REQ�D TO ADJUST CONE .�. �� ° °" _ ' � •�0 0 • O ..
8. �o x 8' � 6'�(MIN.) TO 20"(MAX.) °oti '�X p ` �o �
U�E�IP ECAST UNI�S EXTENSION(S) \�/\ N � //////// \ \ �j// NO CONCRETE BRICK SHIM COURSES CovER /�//� ,�e. N� $� � � ..,� o
\��/\��j. ° \�j\�j/\\/yi��//�j�', ��\��` ; a� n FOR SANITARY MANHOLE, JOINTS BUTYL � FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES)
� � /�% ��\�\ j�//•'- 4'-0" I.D. MIN. � SEALED - INDUSTRY STD. OR A.O.B.E.
Z \"\/�\\ \\�%\�%��%\�%\�%\�/\
/�// /\�j��/\�j\�j\�i %�/o. .� �
/ / �/ / / . X \ ; , CIRCUMFERENTIAL REINFORCEMENT
� \\/\\j. '. �\/\\�\\�\\/\\�\\ a j\/� 12" O.C. �
ECCENTRIC /�/� v / /�/�/�/ g /\/": " � 0.12 sq. in. PER LIN. FT. MIN.
CONE o v'��/ ����\�\\�\\�\\ BASE �\�j/ • 5,�
I �\\��\\� ° � �'��������� SECTION � �\��- - FOR SANITARY MANHOLE, BOOT TYPE
SECTION PRECAST CONCRETE SECTIONS - � %�� e z•+�-PER FLEXIBLE MEMBRANE SLEEVE FOR
`� �� �%�������� 4,000 p.s.i. AT 28 DAYS, AIR- � j�j/�s F_aN
\��� �/j�/��//i ENTRAINED / / - �. PIPE TO MEET ASTM SPEC. NO.C-923
REINFORCED PLASTIC NON-SLIP /�\\�/� / �'�'� � // '' . 4000 PSI CONCRETE BENCHWALL FOR
\ �� �������� �\��" s � SANITARY MANHOLE AND STORM MANHOLE
STEPS PER NYSDOT 725-02.01 yj� �� � FOR SANITARY MANHOLE, JOINTS REINFORCED PLASTIC NON-SLIP- %��/ ' ., � a - ao z
\��"\� � ° . �\��\ BUTYL SEALED - INDUSTRY STD. STEPS PER NYSDOT 725-02.01 �\�� A.O.B.E. (SEE DETAIL SA-4.) � �
o �\��\ • 12" O.C. ��/�\ OR A.O.B.E. �%��/ . .e ': .. ... ... `' � p. SIZE AND LOCATION OF PIPES
j�\ /���i"� .�\ _ WATER LINE
pr //� �y\ _ /�/ � �;. x. AS SPECIFIED
RISER w \�j\�j\ .° � ° ����� FOR SANITARY MANHOLE, BOOT TYPE oo �/�\�/ -�
� �\��5" � � 5"� FLEXIBLE MEMBRANE SLEEVE FOR �i�� o 0.4 0.� PRECAST CONCRETE BASE UNIT -
SECTION / � ' °°O� o00 0 `; � � � 8 4,000 s.i. AT 28 DAYS, AIR- SANITARY SEWER (GRAVITY OR FORCEMAIN)
N ,/�\�/� PIPE TO MEET ASTM SPEC. NO.C-923 • �Q ° � o � ENTRAINED
a \� n 4'-0" I.D. MIN. � . o o:° �d� o0 00�o
�y/ / (SHOP DRAWINGS REQ'D) �000`�� .. � ° °`a °� OR STORM SEWER
�\��\� ' %/,o ° (��0�o8�.�aQo:�: .`S�� 08�-"0:0'.
��\��/\����.� �Z�.P��°T F..��:,.�. C�IR�US FERENPERLLRN INF ORM NMENT ��i\//��j//�j//j//j/\���j/�j/\�/�j�j/�j//���� NOMINAL S ZEH OR GRADATION1 A.�0.6 E. SEE NOTES SEE NOTES
/\�//\�j/ ;�.,:,�. .., .:'n'•;:..;.: . q.
' .' 'r':':'' � �
� ��/�� �y ' !- ,�'�', , 4000 PSI CONCRETE BENCHWALL FOR NOTES: UNDISTURBED SUBGRADE OR ADDITIONAL
���� � ` �' '"' '' 00 '' "' �'^:' � FOUNDATION STONE A.O.B.E.
O �\\��� � '`,`':V:':.' .�- � ``� ��••:':. SANITARY MANHOLE AND STORM MANHOLE 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER.
: . :. :.-::. . . ...:,:. N O TE S:
�,� �\�/� • �..:< ;..� .;:�..;,,:. ..` :�"=,�: , : : A.O.B.E. (SEE DETAIL SA-4) 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO
�// /� , � `�• �"�w': �.:` :':.'„� •��:;��::-�:. , HS20-44 WHEEL LOADING RE4UIREMENTS. (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS")
� , �`��'' ��`� �4 �� ���� �'�" '° "`-'� \ \ SIZE AND LOCATION OF PIPES
BOTTOM �j// �:: ;::.' ;:.::,:.>v::.'° . ,:::: ;_::,":.: �:':..:: ////i��
�\��\�� . ' ' .. �\/�\j�\/ AS SPECIFIED WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
SECTION � �//\\/\ ,.. , � , . , . � . , \��/\��/\���\� PRECAST CONCRETE MANHOLE UNDER 5FT DEEP TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN
//�y// �//�/, \ 8"-12" CRUSHED STONE - #1 OR #2 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,
,� //�//\�p�'oa` •:o�o>:o;oo;:o'.Qg,. o�.:' o: � 8::':'::o'. � �/�y/\�� NOMINAL SIZE OR GRADATION A.O.B.E. 4 SC�: N� OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
���������� ":� � ° °�� ;� � °a \��\�%��� PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED
��i ���i��i��i��i��i��i c�o�A°e: >.�Q,: o....00 0 9°$0:°/ /
//if/ //////////�/ o o: : � i/ /� UNDISTURBED SUBGRADE OR ADDITIONAL
y\��\/T\l�\/T\/�\/T� o°0000:�o:oo:�::��° !�g °�° o`�oO�oo�'o:���� �`���" EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.
��/j�� ,/�� ,�/�� , �oo. st o'� �o.-�:oo.�oe.. o ,/�//,�/ FOUNDATION STONE A.O.B.E.
NOTES: \/�\\/��\/��\/�\/\\/\\/\\/\\/�\/�\,�\/�\ , EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR
TAPPING SADDLE CONNECTION EASEMENT LIMIT
1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. To BE APPRovED BY D.P.w. 45' oR 30' BEND As REQ'D 7 UTILITY SEPARATIONS: PARALLEL AND CROSSING
2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO NEW SEWER MAIN CONSTRUCTION: 2"x 4" x 24" PRESSURE TREATED
HS20-44 WHEEL LOADING REQUIREMENTS. 45' OR 60' WYE OR TEE/WYE 3 SET PLUMB AT END OF LATERAL
TO BE APPROVED BY D.P.W.
� I FLAGGED WITH FLOURESCENT COLORED '
,� PRECAST CONCRETE MANHOLE 5FT DEEP AND OVER ' SURVEY RIBBON FOR EASY IDENTIFICATION IF A BUILDING TRAP IS REQUIRED:
SCALE: NTS SEWER MAIN � BUILDING SEWER LATERAL COVEREO PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.)
LATERAL ON PRIVATE PROPERTY -
6" MIN. SDR 35 PVC MIN. SCH. 40 PVC 4" CLEANOUT PLUG
2"t PIPE PROJECTIO �
B � �INTO MH �TYP� � CITY PROPERTY PRIVATE PROPERTY 4"(MIN.)
3"(MIN.)
PIPE WASH 2"f PER FOOT PLAN FINAL GRADE W W ` W � � 2'(MAX.) 4'(MAX.)
3"f � � IF NO INSIDE CLEANOUT: (PLUS BACKWATER VALVE)
� N FINISHED GRADE REVEAL 4" WITH RISER TO GRADE 4" CLEANOUT PLUG S
A 3 A 3 A CHANNEL DEP1
0.8 PIPE I.D. ONN TI N
� �� � �� � . . , � _
�• • � �:.: :. : ..� w TO PUBLIC SEWER
..::. ::: ,,. + .. , .
"• � '> .•:: ' . " ' INVERT Z SLOPE: 2% MIN. (1/4" PER FOOT) TO 10%' MAX. . �2� (1/4 INCH/FT) BUILDING DRAIN
• 'A. :�.���. � \:•
= 45' OR 30' BEND - � 2"x 4"x 24' P.T. STAKE (MIN. SLOPE)
= 3 AS REQ'D o
a � SAWED HALF CONCRETE BENCHWAI a �-.. .
3 B ... ...,;.::..,:.......;:.,:::.;::;�.:........... :.:.•.:-. PIPE DDING AS REQ D � EE DETAIL SA- ) .
S 3
BE , IF REQUIRED• IF REQUIRED (SEE NOTE):
PIPE 4,000 SI MIN � � � ` APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP,
FORM SMOOTH CURVE P ?' i.i': ' ° ' , ' � UNDISTURBED SUB-GRADE COMBINATION "Y" AND 1 8 BEND WITH CLEANOUT OR RUNNING TRAP
, ...:..: .
�
SECTION B-B �\ � � + � 45" ; � � � � � FOUNDATION WALL
_ I �\ ' ;o o:��:': �'��� � / //
B r ��- � � ` \ APPROVED SLEEVE THROUGH
\ ''' _ •' \`/\ � � FOUNDATION WALL w q BAS�EMENT FLOOR
ONE-WAY INVERT MULTIPLE INVERT � � � � 5'
PLAN �' � �
' SECTION o FOOTING
FORM SMOOTH NOTES:
N. I.5. �� ^. <.. . e
ALIGN 0.8 DEPTHS CURVE 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 6" BUILDING SEWER(TYP.) � � 4" BUILDING DRAIN(TYP.)
OF DIFFERENT SIZE 1/2" PER FOOT (MIN.)
PIPES PITCH ACROSS MH INVERT IN 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14.
;;."',;.',�; 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING
;"; ;'„.'; 0.10'(MIN.) TO 2'-6"(MAX., 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS.
0.8 I.D. 0.8 I. � �� ::":::'?::'�::�::•�:
.. ,:
�r INVERT OUT CODE FOR ADDITIONAL INFORMATION.
.�...� � *.
. .. . . . . . 5
SANITARY SEWER SERVICE
STANDARD INVERT SMOOTH DROP INVERT FILLET SCALE NTS
SECTION A-A BUILDING DRAIN LAYOUT
BENCHWALL AND CHANNEL FOR SANITARY MANHOLE $ �A`�: "'�
2 SCALE: NTS
OPPOSITE CURB LINE AS OPPOSITE CURB LINE AS
PER UTILITY LAYOUT PER UTILITY LAYOUT TREE BELT
DETAIL SS-14 OR DETAIL SS-14 OR
SAWCUT LINE - SEE DETAIL SS-6 4' MIN. 4' MIN. FINISHED GRADE
SEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQ'MTS SEE NOTE
12„ � OR SHEETING A.O.B.E. CURB SIDEWALK
ORIGINAL ASPHALT
WEARING COURSE(S) IN PVMT IN TURF O O ROADWAY a ., \.^.: � :.�
4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
PAVEMENT BASE COURSE 6� ��,b oo ' / �
STRUCTURAL (SEE NOTE 3 �:�a . MECHANICAL - j
) o BORROW: WELL GRADED INORGANIC 0. . , � ��� � ' ' ���������� � " ��
SECTION SUBBASE COURSE 12� GRANULAR SOILS AND/OR ROCK, JOINT TEE MECHANICAL JOINT
A.O.B.E. (SEE NOTE 4) MAX. 1-1/2" SIZE, NOT MORE THAN '
z ::- 3 20� BY WEIGHT PASSING #200 GATE VALVE (TYP.) CURB BOX
SIEVE.OR NATIVE MATERIAL, A.O.B.E. SEE DETAIL W-1 FOR SPECIFICATIONS
ORIGINAL SUBBASE COURSE Z . � MUELLER 5'6" t MODEL H-10314 (IN TURF)
F , (USE VIBRATORY COMPACTOR WITH 12" LIFTS) Z MODEL H-10334 IN CONCRETE WALK
W ' JOINT RESTRAINT (SEE NOTE 2) OPPOSITE CURB LINE AS � Z (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) )
W . - _ PIPE ZONE BACKFILL - GRADATION SHALL BE: PER UTILITY LAYOUT �
�'..� .'� N�.:..',:''� N
••WELL GRADED SAND WITH 3/4" MAX. PARTICLE
OUTSIDE CROWN a o
;`,.�� `: :.� � SIZE AND NOT MORE THAN 10� PASSING #200 DETAIL SS-14 OR 4' MIN. I "
= ' < � SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) � �
PIPE SPRINGLINE ��� , ;: CORPORATION STOP WITH I CURB STOP
��'ii o i��i�%� w PIPE ZONE BEDDING - FOUNDATION STONE COMPRESSION FITTING � MUELLER ORISEAL MODEL H-15209 COMPRESSION
jji/!/ °� ��iiiii �
BOTTOM O.D. � ��;i�� a TO CONFORM TO N.Y.S. DOT. STANDARD o MUELLER H-15008
'�'��''�'��°�'''�� ' SPEC. 703-02 COARSE AGGREGATE � MODEL H-15219 (W/ DRAIN)
(SEE NOTE 2) 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
I.D. + 3' MAX. UNDISTURBED SUBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E. NOTES: TEMPORARY CAP OR PLUG
1. MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO (2) (AS NECESSARY)
NOTES: HYDRANTS AT ANY GIVEN TIME.
3/4" MIN. SIZE TYPE K
1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. 2. JOINT RESTRAINT REQUIRED A.O.B.E. (TYP.). UPON PRIOR APPROVAL OF CITY ENGINEER, CONTRACTOR HAS 45° COPPER PIPE
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: OR SIZE AS REQUIRED
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 THE OPTION TO USE MEGALUG SERIES 1100 SD WEDGE-TYPE MECHANICAL JOINT RESTRAINT AS MANUFACTURED
2-1/2" 51EVE - PASS 100% BY WEIGHT BY EBAA IRON, INC. WATER MAIN
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3�4" OR 1" COPPER TUBING (TYPE K� ' � ,' SOLID CONC. BEARING BLOCK
1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4" SIEVE - PASS 60-75%
1/4" SIEVE - PASS 25-45� (SIZE AS REQUIRED) � ` ' ~' OR C.I. FOOT
S�ZE DETERMINATION #2: 100� PASSING 1-1/2" SIEVE, 90-100% PASSING #1�OSSIEVE - PASS 3012%% c ALTERNATE VALVE LAYOUT
1" SIEVE, 0-15� PASSING 1/2" SIEVE. v SCALE: NTS NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. IS PRESENT INSTALL CURB BOX AT PROPERTY LINE.
FIELD CONDITIONS.
PIPE TRENCH SECTION WATER SERVICE
3 scn�: NTs 9 sc�: NTs
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE � � C I TY O F SARATO GA MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCHITECT FOR A La n d S u ry eyi n g� P.C. D ETAI LS
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-505)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
;.::. BROOM FINISH PERPENDICULAR TO WALK NOTES:
NOTES: -:�:.r�;;;:�:::�:;_. BROOM FINISH PERPENDICULAR TO WALK
;:,;.:�?�;�^••,.i,..,.,.:,,,n,._�:_,, EXPANSION JOINT SPACING -
y;<�:;_;:l:�:<�`;;=;rv;�;s-i<;:=,;-ir;;�,;.;:;:,,. o . . ' � 6" CONCRETE - SEE CONCRETE 20'-25 O.C.
1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS-7 FOR 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: _ � 4" CONCRETE - SEE CONCRETE - - -
_ a c.. ,a: SPECIFICATIONS DWG. SS 7 CONTROL JOINT SPACING
,-,:=`z';:;:�-`ti�.�,k„;,,��:.�:'�`';.�':�t��;�>:�v';.,.z?,,;.ti,_
OTHER CONCRETE SPECIFICATIONS. Vt = LD (W + I.D.) - I.D. -�;`�-',��-���=`-:,•:���•�''.=�°� - -
. .. ,:.._,
�;.....�;:.
��"' SPECIFICATIONS - DWG. SS-7
.... ..
,.,�,..,::..,:,,;:.,.�:..<�.:...�� _ p�.a . .
,... .....,..._.:.�:.,,,.;:.:,,,
....:y.:::.. .. .. .,,��� _ - - ��.
_.�T`.;"> 'C. 4.'
:eE:i� _ - •':t' 't' _
8� -
�
R P 1 T 1 4"
O. C OSS SLO E 8" 0
;;;
- � �
X 6" N . 6 W V N WI R M H
6"
6" 0 6 0 E E ES
O ..
2. FOR RE UIRED BEARING AREA AND DIMENSIONS L AND D
WHERE: o
�
o •
Q
. 'O
- . . P R F T AX
Concrete
. o
E 00 M .SLOPE 1:50 TYP.
�
�';���:-�'��'+_ - �
_�,.. ,...._.,........,....
_.... -�:�-,:::.,.:�:;:�;:;�;�.i�:;;`;.'it?r�-:�
� ^t;�;1<j::':i��;:'�'r�;;,;�;>:, .
V = VOLUME IN CUBIC YARDS �_;is;:>'=�W:;�:`�:':-.:.,....•:.-:..:�:.:;:.:na::�:::•,±�-�:•_,-:.:�.... EXCEPT A.O.B.E.
SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN -
•.�
o TOWARDS STREET OR A.O.B.E.
= h - - .
L LENGTH OF BLOCK IN FEET Wire Mes
-:. :'`'.- '- ~� .
THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY - -
6" GRANULAR SUBBASE COURSE
A . P A TH TH F
;= _
- 6" X 6" N0. 6 6 W V N WIR M
M X SLO E LONG E LENG 0
- - - �
0 E E ESH
r R -
o ebar
D DEPTH OF BLOCK IN FEET .
- � � � �
YIEL A BEARING AR A E UAL TO OR LARG R THAN THAT -
- - NYS DOT SECT. 304 TYPE 2 O
D E E
Q
- .'.';;::i;�;;:;;,?_:.`�i�:�'ti';'
\ \ \ \ THE WALK SHOULD NOT EXCEED 1:12
- � � � �
W WIDTH OF BLOCK IN FEET ;..>::..._,:.:;
�'`�'::"= / / / / /
.,.M��:.?�.4qa;;n+:�y::���;�_:`a:,...
,'�..i.�: '. . •..'...':......� . ..,�,
:... �• .'.. .�.:. .w;:^l': .t.�. . . .
Heat Piping �"' ' '•' ::'. :•:': .': . �:::t,�i,;;';',:.:�:;�;,:,;�;F.;,>_;:,:�,�.�,,,,,,;,;;,,,,,;;,;,<;:;=''i: / / / /./ COMPACTED TO 95% STANDARD PROCTOR � � ` 8" GRANULAR SUBBASE COURSE
I.D. = INSIDE DIAMETER OF PIPE IN FEET . .. :•.. a • �,.. ;. ; ;;ay. � � Y \��\��\��\��\ �\ �\ �\ �\ CONSTRUCTION JOINT DETAILS TO BE
3. CONCRETE NOT TO OVERLAP ANY JOINT. t icall 3 - �'''"'��`="'��``�-'�?��'-'"t=i��.'�;:.•- :� \ \ \ \ � � � \
( YP Y _ - - /� /� //// // // // // // NYS DOT SECT. 304, TYPE 2 SUBMITTED AND APPROVED BY
.:�
SUBGRADE COMPACTED TO
- / / / /_
RE UIRED. wn in mi I
/ / / /
do dd e
Q � � � � �
7. R IR ARI AR A AR A N A WA I
. /
� � � �
COMPACTED TO 95% STANDARD PROCTOR
E U ED BE NG E S E B SED 0 LLO BLE SO L
Q
\ \ \ \ \ \ IT
i
\ \ C Y ENGINEER
\ \ \ \ \ \ \ \
/ / / / / / / /
of slab " i� /i/i/i/i,/i 90% STANDARD PROCTOR
T T F T ) � � � �
BEARING CAPACITY OF 2000 p.s.i. WI H A SAFE Y AC OR _ i \/\/\/\/ SIDEWALK WIDTH TO BE 5' MIN. OR
4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE � •~•ii \ \ \ \ \ SUBGRADE COMPACTED TO
WITH REMOVING OR INSTALLING ANY OF THE JOINTING OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' Ties ��''_.:��' '�p��..:.;'j j i /��/i�/��/��/i 90% STANDARD PROCTOR AS ORDERED BY CITY ENGINEER
a:....��.- '
HARDWARE. •:....:. ":�i
s. �N MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL � :�`.':;; `.� �.� �\��� TYPE 1 -TYPICAL PEDESTRIAN TRAFFIC LOADING TYPE 2 -VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, � ' '�
LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT � .��
WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL � ���� � " �� GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
AS REQUIRED BY THE ENGINEER. 1-1/2" to 2' \�� �
(Note: Check with typical �� i �� 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE.
insulation manufacturer / i�� // 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
to ensure insulation meets �� i��i� �� 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.
REQUIRED BEARING AREAS 8c DIMENSIONS FOR CONCRETE THRUST BLOCKS \� �
HIGH density compression strength) �� ,/�
� i� � GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
22-1�2° (1/16) 11-1�4° (1/32) \�� i� � � Edge 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PRO�ESSIONAL ENGINEER. PLANS MUST 8E APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS.
TEE 90° (1/4) BEND 45° �1�8� BEND BEND BEND Pol eth ene �� i�� Insulation 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8�(MIN.) FROM THE EDGE OF SHOULDER.
PIPE AREA AREA AREA AREA AREA Moist re Barrier B�sed on \� � 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS Design Compacted 6" typical
SIZE SQ. SQ. SQ. SQ. SQ. (typically 6 mil) Subase
INCHES FT. D x L FT, D x L FT, D x L FT, D x L FT, D x L (See Detail SS-8)
6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 �" typica� CONCRETE SIDEWALK
HIGH Density Insulation �
SCALE: NTS
8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 GENERAL DESIGN CRITERIA FOR CONSTRUCTING RADIANT HEAT IN SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
1) LAYOUT AND DESIGN IS THE RESPONSIBILITY OF THE PROPERTY OWNER. TUBING SHALL BE LOCATED TO AVOID ICE FORMATION
10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 FROM MELTING SNOW IN ALL PEDESTRIAN ACCESSIBLE AREAS.
2.) PROPERTY OWNER IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND REPAIR OF RADIANT HEATING SYSTEM.
12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 3.) PROPERTY OWNER SHALL PROVIDE PLANS FOR REVIEW BY THE CITY DPS AND DPW PRIOR TO INSTALLATION. FINAL DESIGN SHALL
PROVIDE CLEAR ZONE FOR FUTURE TRAFFIC SIGN INSTALLATIONS.
� '` TYPICAL RADIANT HEAT IN SIDEWALK DETAIL EX4A WIDE xo EP HT OF�ALKK
�< \� ' THRUST BLOCK FABRIC FABRIC � , ��'� ' WATER MAIN FIBRE EXPANSION JOINT FILLER 6" TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH
��\ � .,
��,,�, SLAB ON GRADE APPLICATION
� (OR SEWER 4 AT CURB JOINTS,
/y/::.,: GRADE � �/� / • FORCE MAIN) $CALE: NTS EXTEND CONCRETE
`\�\ �/� � ���y��y��� �� ��� 1 4" BEVEL
�%,// �/�% CONCRETE TO 2'�-3" MAX. �
i � �i�\ - \\��� BELOW F.G. FINISH GRADE
THRUST
BLOCK SEE DETAIL SS-8 FOR
% ,� w -. � SIDEWALK REQUIREMENTS
a� . . : v:' .:.'� °:.
/� �� ���/ / ' ' /� o ��j�\ `j/� . a. a s: � ' s � s . .; ,.ti SEE DETAIL SS-5 FOR PAVEMENT
.,��\ \.` i�� /� � / < � p Q °v � , `:�`' 6,� REVEAL(MIN.)
. `:.� � � . •.:��;•:':;:'
�� \� ����j � �� �i"\����/ ,°O ° o�'g�o g� :�`' t;��;,�`;'." AND GRAVEL SUBASE REQUIREMENTS
/ ���,(��� 1��. - ,�oTN TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION �.: : � °`� �P"� o��.
� UNDISTURBED o °o ('� o o ~�' �
o .o'. .;o
SECTION A-A � so�� ° �°��' $ ° o
.. ::;;:: ;, a.d�. . o.o. . .
PLAN TYP. TacK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT 18�� �-^'� �`'•- � � ���
/ ` °d,p
` J °'` ° �� GRANITE CURB
��� ;",�':'::;`:....,�� ..., ,., o 0
:�i.'`�.,;�•�r.;:.:..`..':.�:•'�...�...�.
BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION -; , . ,. ::r $p�.;:$ o � °
��`' � •' o r•,; PG BINDER LIQUID ASPHALT GRADE SHALL BE PG-64-22 3 � ' ��: -� �"�r`' °
�o - • � O. ';.O. '. O � ) MIN. � Y... ;�:•�,'' ` °
� Q � b O ° \ e� ��V ~.,` .�...,:=, • CONTINUOUS CONCRETE
� � � �� � ;Q • :',a ° � SETTING BED - SEE CONCRETE
/ / � , � COMPACTED GRAVEL - �
Cb'.'' '� '"."..' .o 0
r �m � .�\\/ \ \�\'\�\'\�` SPECIFICATIONS - DWG. SS-7
� �� / . �� � .�j j�\�i/ o c�i� Q � . , � � ° NYSDOT TYPE 2 (SECT. 304) �i
��i` ` � '� ��q � �� ��/,�/�j i
` �� �\��\�� �i\ \� � �� �� '\�. �-.. COMPACTED TO 95% STANDARD PROCTOR. �
� Q SUBGRADE COMPACTED TO
\ : � ���\��\��� � .:�.�fJ:.\ .\Q,\ \:�.::: 90% PROCTOR
� / / / / / / / PAVEMENT TOP BINDER GRAVEL ESAL
� �'..:.:._ ;:: : : T ��//��//��//��//��//��//��//� TYPE CouRSE CouRSE CouRSE �EVE� CURB AND PLACEMENT SHALL CONFORM TO
�/\ . :.... �+ �/� \/\/\/\/\/\/\/\
�\� � �/�c ��j�j�j�j�j��j SUBGRADE - COMPACTED To 90� �� 3 N.Y.S. DOT STDS. SEC. 609-3.01
\y��/%��//i��/i���i�\���� ��\/T\j:.::�..:../ //Tj��/�\\/ / /. %%�%�%�%�%�/�/ P A R K I N G TR AN SI TI ON NCURB
�\�\�\�\�\�\�� ` � � � � � � � � STANDARD PROCTOR �-1/2�� 2�� 8-10"
'�%�/j�j/�%��//������� f '�j,,//�//�/�/ 4 / / %���� \j\j\j\j\j\j\j LO T M I LLI ON
\�\>.� �`���������/.�/.�/�/i //��/��/��/��/��/��/��/
/��\��\��\��\��\��\��\� STANDARD <30 FLUSH WITH GRADE
N OTE S: /\�j\�j\�j\�j\�j\�j\�j 1-1�2„ 3" 12„ U
�/\���\���\���\���\���\���\��� R 0 A D WA Y M I LLI ON
1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. � FINISH GRADE
2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. HEAVILY �30 II tO 5'-0" TYP. OR I
TRAVELED/
TRUCK 2" * 4" 12" MILLION _JL S SHOWN ON PLAN
LOADING �� �
-- J
__
TYPICAL THRUST BLOCKS NOTES: * SEE NOTE 2 GRANITE CURB TERMINATION
1 SCALE: NTS 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT TYPE 3 CURB - GRANITE
SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
20't 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. SCALE: NTS
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
TEMPORARY PAVEMENT AREA TO BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
BE REPLACED WHEN ROAD EDGE FOR FUTURE 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS..
SURFACE IS EXTENDED SAWCUT
SEE�NATURAL TAPER WEARING COURSE ASPHALT PAVEMENT SEE NOTES FOR SPECIFICATIONS
� BINDER COURSE 5
� = e •,�.�' ..� SCALE: NTS
�
-
S TO P ��� ���r�����N.�� G���
�•, °: .o.':��, �,`�•.°^n°.o.. .!"+�o- GRAVEL BASE COURSE
' / �/ �/ �/ �/ / �/ �/ �/ �/ �/ �/ �/ � SU B-B ASE �' � � ��a���'����j
\�\\�\\�i j�%%\%i����\/\�\/i�%i\���\j\\j\\�\\��\��\���
����0���7 �DI��
�G'3,' I�]Gs
�1[,?;� G���{G��i�l,r iL��G��
�► �►
B I TU M I N US PAVE M E NT TE RM I NATI O N CONCRETE SIDEWALK & APRON � SEE NOTES FOR SPECIFICATIONS AND PLACEMENT
2 TYPE 1 AT NON-VEHICLE TRAFFIC AREAS p
SCALE: NTS TYPE 2 AT VEHICLE TRAFFIC AREAS z
� (SEE DETAIL SS-8) w
EXIST. PAVEMENT NEW CONSTRUCTION � GALVANIZED POST & BREAKAWAY SIDEWALK
HARDWARE APPROVED BY CITY
TRAFFIC DEPT. W
�
TAPER CURB
N
(AS NECESSARY) � �� ��
;..�.�:::
TURF \����\\ LOCATION ( EE NOTE )
;�/\�/ /�/��/ \/ /��� TRAFFIC SIGN
. .. .
--- :,:..,. . ,..;::� = _
;.X �
... ..:.:.:.. . � >.--::` �
~ ���� \\� �/���\y�� S S
0
, . _ z
--- � Al
;, ,. . �,,
...
" ''� � ` � ASPHALT DRIVEWAY � ,:,.,.::....., :, , . '�' \ \\\ � � )
.. ,:
'' -::;.. .
/ - ONCRETE SHALL NOT BE USE
�: . ..:.......,.. .:;;:4�...
,",�:;`=;c_I�i:< :,.:.;.. -.::�„ : :- . :; - 6„ CONCRETE CURB vwi DROP CURB
';;'::,�::;..::;:`.:..., �:._.,:.- , -..
.,...,., ' :..:.:.....:.._�'::.::,:�'.�;: _..-.::• STREET
SAWSCUT DEPTH OF PAVEMENT & .' `"�: ., : t ' .. -.:"::'•:...
TACK COAT ALL SURFACES PRIOR "�' '�f l;'•°r. ".x �
�'�.;'�,�;:;;;.;.: :�: '..:..'.;• EXPANSION JOINT (TYP)
TO PAVING �;;.:;`.:,:.:1_;;:;, .M::. EXISTING GROUND FULL DEPTH OF CONCRETE i TRANSITION CURB BOTH SIDES
:�',:�::�:`:;::`°:;:�;:.;�.': SIGN LOCATION
TRAFFIC CONTROL SIGN
?'" � 1-1/2" REVEAL (MAX.)
�•' gl� � N�N
•',;:.; 22 �PE
G
SEE PIPE TRENCH DETAIL SS-6A ;::;, � ".: �::��<: • :..� �__ NOTES:
� 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL
'�� .�;..:::•.�l�;:,,. --
M�5' r.; .1�#'� ....RADIUS = 5'J::� �
�� � STREET � DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING
PAVEMENT SAWCUT N M1 �� ���I ~rc..~ � BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS
3 DETERMINED IN THE FIELD.
SCALE: NTS WARPED PAVEMENT AREA 2.) POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT.
(TYP. BOTH SIDES) 3.) ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST
RETROREFLECTIVITY REQUIREMENTS.
4.) SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA
6 DROP CURB AT COMMERCIAL DRIVEWAY COUNTY COMMISSIONER OF PUBLIC WORKS.
scn�: NTs TRAFFIC CONTROL SIGN AND LOCATION
9 SCALE: NTS
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE � � C I TY O F SARATO GA MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCHITECT FOR A La n d S u ry eyi n g� P.C. D ETAI LS
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-506)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
Storm Water Pollution Prevention Plan
for
Proposed Mixed Use Building
269 Broadway,
Saratoga, NY 12866
MJ Project No.: 987.04
July 19th, 2021
Prepared For:
Prime Group Holdings
85 Railroad Place
Saratoga Springs, NY 12866
Prepared By:
Engineering and
��l\�, Land Surveying, P,C.
�•o
�--- 1 G;�3 Cresceni Road.Gifton Park.NY 12U65
PREPARER OF THE SWPPP
"I certify under penalty of law that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gathered
and evaluated the information submitted. Based on my inquiry of the person(s)who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the
best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made
herein are punishable as a Class A misdemeanor pursuant to Section 29.45 of the Penal Law."
Signature:
Name1: Michael D. Panichelli, PE
Title: President, MJ Engineering and Land Surveying, P.C.
License No.: 074751
Date:
1 This is a signature of an officer of the corporation authorized in policy or decision-making functions of the
corporation.
Storm Water Pollution Prevention Plan
TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY............................................................................................................1
1.1 Base Storm Water Pollution Prevention Plan (SWPPP)................................................................1
1.2 Project Description........................................................................................................................1
1.3 Stormwater Pollution Controls.....................................................................................................2
1.4 Conclusion.....................................................................................................................................3
2.0 SWPPP RESPONSIBILITIES........................................................................................................4
2.1 Owner's/Operator's Responsibilities............................................................................................4
2.2 Owner's/Operator's Engineers Responsibilities...........................................................................5
2.3 Contractor's Responsibilities ........................................................................................................6
2.4 SWPPP Participants.......................................................................................................................8
3.0 SITE CHARACTERISTICS............................................................................................................9
3.1 Land Use and Topography............................................................................................................9
3.2 Soils and Groundwater..................................................................................................................9
3.3 Watershed Designation ..............................................................................................................10
3.4 Receiving Water Bodies..............................................................................................................10
3.5 Aquifers.......................................................................................................................................10
3.6 Wetlands.....................................................................................................................................10
3.7 Flood Plains.................................................................................................................................10
3.8 Listed, Endangered, or Threatened Species ...............................................................................10
3.9 Cultural and Historic Resources..................................................................................................11
3.10 Rainfall Data................................................................................................................................11
4.0 CONSTRUCTION SEQUENCE...................................................................................................12
5.0 CONSTRUCTION-PHASE POLLUTION CONTROL.......................................................................13
5.1 Temporary Erosion and Sediment Control Measures.................................................................13
5.2 Permanent Erosion and Sediment Control Measures ................................................................15
5.3 Other Pollutant Controls.............................................................................................................16
5.4 Construction Housekeeping Practices........................................................................................16
6.0 POST-CONSTRUCTION STORMWATER CONTROLS..................................................................19
7.0 INSPECTIONS, MAINTENANCE,AND REPORTING....................................................................29
7.1 Inspection and Maintenance Requirements...............................................................................29
7.2 Reporting Requirements.............................................................................................................31
Storm Water Pollution Prevention Plan
iii
TABLE OF CONTENTS (CONT'D)
APPENDICIES
Appendix A: NYSDEC SPDES General Permit GP-0-20-001
Appendix B: Notice of Intent(NOI)
Notice of Termination (NOT) (Sample Form)
SWPPP Preparer Certification
Owner/Operator Certification Form
NYSDEC Acknowledgement Letter of Permit Coverage
Appendix C: Operator's Certification Form
Contractor's Certification Form
Appendix D: SWPPP Inspection Report(Sample Form)
Appendix E: Record of Stabilization and Construction Activity Dates (Sample Form)
Appendix F: Post-Construction Inspections and Maintenance
Appendix G: USDA Soils Report
Infiltration Testing Report
NYSDEC and USGS Aquifer Mapping
NYSDEC Environmental Resources Mapper
USFWS National Wetlands Inventory(NWI) Wetlands Mapping
FEMA FIRM Floodplain Mapping
USFWS Threatened and Endangered Species Screening (IPaC)
SHPO CRIS Historic Places Screening Maps
Appendix H: Pre-Development Watershed Delineation Map
Pre-Development HydroCAD Model
Appendix I: Post-Development Watershed Delineation Map
Post-Development HydroCAD Model
AppendixJ: Design Calculations
Appendix K: Project Plans
Storm Water Pollution Prevention Plan
iv
1.0 EXECUTIVE SUMMARY
1.1 Storm Water Pollution Prevention Plan (SWPPP)
This Storm Water Pollution Prevention Plan (SWPPP) has been prepared for the construction of a proposed mixed
use builidng with underground parking at 269 Boradway in the City of Saratoga.The project consists of 0.75 acres.
The existing parcel is currently vacant with greenspace and adjacent sidewalks.
This SWPPP has been developed in accordance with the"New York State Department of Environmental Conservation
(NYSDEC) State Pollutant Discharge Elimination System (SPDES) General Permit for Storm Water Discharges from
Construction Activity" General Permit Number GP-0-20-001, effective January 29, 2020 through January 28, 2025.
This SWPPP and accompanying plans identify and detail storm water management(SWM),pollution prevention,and
erosion and sediment control measures necessary during and following completion of construction.
This SWPPP and the accompanying plans (only those plans applicable to this report were included in this package)
entitled "Prime Group Holding Building" dated July 2021 by M.J. Engineering and Land Surveying, have been
submitted as a set.These engineering drawings are considered an integral part of this SWPPP,therefore this SWPPP
is not considered complete without them. References made herein to "the plans" or to a specific"sheet" refer to
these drawings.
This report considers the impacts associated with the project for:
1. Maintaining existing drainage patterns to the maximum extent practicable, while continuing the
conveyance of upland watershed runoff;
2. Controlling increases in the rate of storm water runoff resulting from the proposed development so as not
to adversely alter downstream conditions; and
3. Mitigating potential storm water quality impacts and preventing soil erosion and sedimentation resulting
from storm water runoff generated both during and after construction.
These objectives will be achieved by designing and implementing Best Management Practices (BMP's) to control
potential pollutants in the runoff from the project site during and after construction.
1.2 Project Description
The project site is located on 0.75 acres at 269 Broadway within the City of Saratoga Springs, Saratoga County, NY.
This land currently encompasses a concrete sidewalk and maintained greenspace. The proposed construction is
expected to result in approximately 0.75 acres of soil disturbance.The project area is depicted in Figure 1-1.
The general scope of work for involves site clearing, storm sewer installation, electrical duct installation, gas line
installation, watermain installation, underground parking, green roof installation, and underground detention
system.This SWPPP provides discussions,plans,and calculations for the water quality and quantity control measures
and the erosion and sediment controls for the project site.
Storm Water Pollution Prevention Plan
1
a �=.€� �" . � `r
� _ . �
, � �� - `,'! t � °� �� ,�=�r
� . �
„� - . � ` � '�M�`
" I w'' I ' ' _ '.�;�r'�r�C�� ,,�+�, �'"��;�t s_ _
LJ\.J ,� _ V mt��r��[�As=�l I t��l� r :.
/ , ; � � ...,.,, _.� �, �,,,„.. �.y{
{ r..
�� � i � .... 'a� .yp � �': ��'ud`'�� °
�\��i� '�'`�^.�._� I f r i�k`�< ;�, '� �� v rta¢" ';n,t�fl��
Y
'�' �n �rc ..�1'� ,�
��'�7��IA�.1C..�1Rj{`�.Af
� � , _ _ � �`�
- < �- ,: :�=
V f'` }� (' � 6��.l..
� j f(���-g 1 I.�Pi' �^'�4F r � *�R•
.'_L Vn `'-��0 fl 0.p 74�y! �J i �Q,
�,.e � �,��. ° � _ �� � � �
�.,i: �++ �r` � � !�� , .. r ..
d:;�o.` ��.=�� . e . ���.
„ + �,. '"�, �a�
,� r �,. �
�°z�' - 7 � ` �
� 'r
� f•. �
> � t � Q � . Y 'v �� � ��:.
" � i � 'e� � �- 5 ,�l��nP�1. �.r,�
x. !. ��if'','"�oo�m '�.[ry
.� .4 � f � �� . . � - � �„�It1
.. . � � J. . .� . ":..� � . . r'
� , ,��'�,`�, ; �, �� APPROXIMATE SITE �"�'"
, .
. . . „ ,
:1. � _ a — . °
• -, '- LOCATION �t`�'
� ;-
� f�� o � �..._ '� � '' ��' �a ���
Figure 1-1
Project Location Map
The project is located entirely within the City of Saratoga Springs,and will discharge to Saratoga Springs' Municipal
Separate Storm Sewer System (MS4).Therefore,an MS4 Acceptance Form will be required.
Construction phase pollutant sources anticipated at the site may include disturbed (exposed) soil,vehicle fuels and
lubricants, and chemicals/compounds associated with the facility construction. Without adequate control, there
may be the potential for each type of pollutant to be transported by storm water.
Runoff from the project site is anticipated to be collected, stored and conveyed in accordance with NYSDEC's
regulations to the maximum extent practicable. Runoff from the project site will discharge into Geyser Brook south
of the project site.
1.3 Storm Water Pollution Controls
The proposed measures outlined in this plan have been designed to provide quality control by treating runoff prior
to being discharge off site. These measures have been designed and evaluated in accordance with the following
standards and guidelines:
• New York State Storm Water Management Design Manual (NYSSMDM) (January 2015);
• New York State Standards and Specifications for Erosion and Sediment Control (Blue Book) (November
2016);and,
• New York State Department of Environmental Conservation(NYSDEC)State Pollutant Discharge Elimination
System(SPDES)General Permit Number GP-0-20-001,effective January 29,2020 to January 28,2025.
Storm Water Pollution Prevention Plan
2
The project has been designed utilizing the criteria outlined in Chapters 4, 5, 6, and 9 of the New York State Storm
Water Management Design Manual (NYSSMDM). Storm water pollution controls planned include one(1)green roof
and stormwater planters with an underground detention system for water attenuation.
The storm water pollution controls described above will treat 100% of the water quality volume (WQv) for new
development areas(new impervious)and a minimum of 25%of the WQv for the redevelopment impervious areas.
Pre- and post-development surface runoff rates have been evaluated for the 1, 10, and 100-year 24-hour storm
event. Comparison of pre-and post-development watershed conditions demonstrates that the peak rate of runoff
from the entire site will not increase when compared to the pre-development condition for all storm scenarios.
Therefore, the project will not have an adverse impact on the adjacent and downstream properties or receiving
water courses (refer to Table 6-5). Further discussions of the pre-development and post-development conditions
are provided in Section 6 of this document.
The post-construction storm water management practice(s) will be owned by Prime Group Holding. Policies and
procedures will be put in place to ensure operation and maintenance of the practice(s)in accordance the NYSSWDM
and associated regulations.
1.4 Conclusion
This SWPPP has been prepared in conformance with the current NYS Standards and Specifications for Erosion and
Sediment Control and NYS Stormwater Management Design Manual (NYSSMDM).
It is our opinion that the proposed re-development project that proposes an increase in impervious area will not
adversely impact adjacent or downstream properties if the storm water management practices are implemented
and maintained in accordance with the requirements outlined herein.
Storm Water Pollution Prevention Plan
3
2.0 SWPPP RESPONSIBILITIES
To ensure compliance with the NYSDEC SPDES General Permit GP-0-20-001 conditions, a summary of the
responsibilities and obligations of involved parties is outlined in the subsequent sections. For a complete listing of
the definitions, responsibilities,and obligations, refer to the SPDES GP-0-20-001 as provided in Appendix A.
2.1 Definitions
2.2 Owner's/Operator's Responsibilities
1. Retain the services of a "Qualified Professional" to provide the services outlined in Section 2.2 of this
document, "Owner/Operator's Engineer's Responsibilities".
2. Retain the services of a "Qualified Inspector"to complete the inspection requirements as identified in
Part IV.0 of GP-0-20-001.
3. Review the SWPPP to confirm it is in accordance with the Saratoga County MS4 Program Plan.
4. Have an authorized corporate officer complete and sign the Owner/Operator Certification form for the
submission of an eN01.A copy of the completed NOI is to be included in Appendix B.
5. Submit the eN01 online at my.ny.gov.
6. Pay the required initial and annual fees upon receipt of invoices from NYSDEC. These invoices are
generally issued in the fall of each year. The initial fee is calculated as$110.00 per acre disturbed plus
$675.00 per acre of net increase in impervious cover,and the annual fee is$110.00.
7. Prior to the commencement of construction activity, the Owner/Operator shall identify the
contractor(s)and subcontractor(s)that will be responsible for implementing the erosion and sediment
control measures and storm water management practices described in this SWPPP. Have each of these
contractors and subcontractors identify at least one (1) "Trained Contractor" that will be responsible
for the inspection of the erosion and sediment control practices and pollution prevention measures on
a daily basis. Ensure that the Contractor has at least one (1) "Trained Contractor" on site on a daily
basis when soil disturbance activities are being performed.
S. Schedule a pre-construction meeting, which shall include the Facility's representative,
Owner's/Operator's Engineer,Contractor,and their sub-contractors to discuss responsibilities as they
relate to the implementation of this SWPPP.
9. Require the Contractor to fully implement the SWPPP prepared for the site by the Owner/Operator's
Engineer to ensure that the provisions of the SWPPP are implemented from the commencement of
construction activity until areas of disturbance have achieved final stabilization and the Notice of
Termination (NOT) has been submitted.
10. Forward a copy of the NOI Acknowledgement Letter received from the regulatory agency to the
Owner's/Operator's Engineer for project records,and to the Contractor to maintain at the job site.
11. Maintain a copy of the General Permit (GP-0-20-001), NOI, NOI Acknowledgement Letter, SWPPP,
inspection reports, Spill Prevention, Countermeasures, and Cleanup (SPCC) Plan, inspection records,
and other required records on the job site so that they may be made available to the regulatory
agencies.
12. Post at the site, in a publicly accessible location, a copy of the General Permit(GP-0-20-001),a signed
copy of the NOI, the NOI Acknowledgement Letter, and on a monthly basis a summary of the site
inspection activities.
13. Prepare a written summary of the project's status with respect to compliance with the general permit
at a minimum frequency of every three(3)months during which coverage under the permit exists. The
Storm Water Pollution Prevention Plan
4
summary should address the status of achieving the overall goal of the SWPPP. The summary shall be
maintained at the site in a publicly accessible location.
14. Prior to submitting a Notice of Termination (NOT),ensure post-construction storm water management
practice(s) that are owned by a public or private institution (e.g. school, college, university), or
government agency or authority,the Owner/Operator has policies and procedures in place that ensure
operation and maintenance of the practice(s)in accordance with the operation and maintenance plan.
15. Submit a NOT form (see Appendix B)within 48 hours of receipt of the Owner's/Operator's Engineer's
certification of final site stabilization to the address below and request acknowledgement of receipt
from DEC.
NOTICE OF TERMINATION
NYS DEC, Bureau of Water Permits
625 Broadway,4t" Floor
Albany, New York 12233-3505
16. Request and receive SWPPP records from the Owner's/Operator's Engineer and archive those records
for a minimum of five(5)years after the NOT is filed.
17. Require the implementation of Post-Construction Inspections and Maintenance procedures outline in
Appendix F.
18. The NOI, SWPPP and inspection reports required by GP-0-20-001 are public documents that the
Owner/Operator must make available for review and copying by persons within five (5) business days
of the Owner/Operator receiving a written request by persons to review the NOI,SWPPP,or inspection
reports. Copying of documents will be done at the requester's expense.
19. The Owner/Operator must keep the SWPPP current at all times. At a minimum,the Owner/Operator
shall amend the SWPPP:
a) Whenever the current provisions prove to be ineffective in minimizing pollutants in storm
water discharges from the project site;
b) Whenever there is a change in design,construction,or operation at the construction site that
has or could have an effect on the discharge of pollutants;and
c) To address issues or deficiencies identified during an inspection by the "qualified inspector"
the NYSDEC or other Regulatory Authority.
2.2 Owner's/Operator's Engineers Responsibilities
1. Prepare the SWPPP using good engineering practices, best management practices, and in compliance
with federal,state,and local regulatory requirements.
2. Prepare the Notice of Intent (NOI) form (see Appendix B) or eN01, sign the "SWPPP Preparer
Certification"section of the NOI,and forward to Owner/Operator for signature.
3. Prepare a construction Site Log Book to be used in maintaining a record of each inspection report
generated throughout the duration of construction.
4. Participate in a pre-construction meeting with the Facility's MS4 representative (if applicable),
Owner/Operator,Contractor,and their sub-contractors to discuss responsibilities as they relate to the
implementation of this SWPPP.
5. Enter Contractor's information in Section 2.4 "SWPPP Participants" once a Contractor is selected by
the Owner/Operator.
6. Identify at least one Qualified Inspector to conduct site inspections in conformance with Part IV.0 of
GP-0-20-001 to determine compliance with the SWPPP. Site inspections shall be completed by the
Qualified Inspector and shall occur at an interval of at least once every seven (7) calendar days. A
Storm Water Pollution Prevention Plan
5
written inspection report shall be provided to the Owner/Operator and general contractor within one
business day of the completion of the inspection, with deficiencies identified. A sample inspection
form is provided in Appendix D.
7. Conduct an initial assessment of the site prior to the commencement of construction and certify in an
inspection report that the appropriate erosion and sediment control measures described within this
SWPPP have been adequately installed and implemented to ensure overall preparedness of the site.
S. Review the Contractor's SWPPP records on a periodic basis to ensure compliance with the
requirements for daily reports, inspections,and maintenance logs.
9. Maintain the construction Site Log Book throughout the duration of construction.
10. The Qualified Inspector shall prepare an inspection report subsequent to each and every inspection
and provide digital photographs of practices that have been identified as needing corrective actions.
Inspection reports shall be signed by the Qualified Inspector.
11. The Qualified Inspector shall notify the Owner/Operator and appropriate Contractor within one (1)
business day after the completion of an inspection with the corrective actions that need to be taken.
12. Update the SWPPP each time there is a significant modification to the pollution prevention measures
or a change of the principal Contractor working on the project who may disturb site soil.
13. Based on the as-built conditions and material testing certifications performed by others, perform
evaluations of the completed storm water management facilities to determine whether they were
constructed in accordance with this SWPPP.
14. Conduct a final site assessment and prepare a certification letter to the Owner/Operator. The letter
shall indicate that, upon review of the material testing and inspection reports prepared by the firm
retained by the Owner/Operator, the storm water management facilities have been constructed
substantially in accordance with the contract documents and should function as designed. The review
shall include a topographic survey of the final site conditions and an evaluation of the completed storm
water management facilities.
15. Prepare the Notice of Termination (NOT) located in Appendix B. The Qualified Inspector must sign the
NOT Certifications VII (Final Stabilization) and VIII (Post-construction Storm Water Management
Practices). The NOT shall be forward to the Owner/Operator for his signature on Certification IX
(Owner/Operator Certification).
16. Transfer the SWPPP documents, along with NOI, permit certificates, NOT, construction Site Log Book,
and written records required by the General Permit to the Owner/Operator for archiving.
2.3 Contractor's Responsibilities
1. Sign the SWPPP Contractor's Certification Form contained within Appendix C and forward to the
Owner's/Operator's Engineer for inclusion in the Site Log Book.
2. Identify at least one Trained Contractor that will be responsible for implementation of this SWPPP.
Ensure that at least one Trained Contractor is on site on a daily basis when soil disturbance activities
are being performed.The Trained Contractor shall inspect the erosion and sediment control practices
and pollution prevention measures being implemented within the active work area daily to ensure that
they are being maintained in effective operating condition. If deficiencies are identified,the Contractor
shall begin implementing corrective actions within one business day and shall complete the corrective
actions in a reasonable time frame.
3. Provide the names and addresses of each subcontractor working on the project site. Require the
subcontractors who will be involved with construction activities that will result in soil disturbance to
identify at least one Trained Individual that will be on site on a daily basis when soil disturbance
activities are being performed; and to sign a copy of the Contractor's Certification Form and forward
to the Owner's/Operator's Engineer for inclusion into the Site Log Book. This information must be
retained as part of the Site Log Book.
Storm Water Pollution Prevention Plan
6
4. Create and maintain a Spill Prevention and Response Plan in accordance with requirements outlined in
Section 5.4.4. of this SWPPP. This plan shall be provided to the Owner's/Operator's Engineer for
inclusion in the Site Log Book.
5. Participate in a pre-construction meeting which shall include the Facility's representative,
Owner/Operator,Owner's/Operator's Engineer,and sub-contractors to discuss responsibilities as they
relate to the implementation of this SWPPP.
6. The Contractor shall submit appropriate documentation to the Owner's/Operator's Engineer if
adjacent properties are to be used. Use of adjacent properties may include, but are not limited to,
material, waste, borrow, or equipment storage areas, or if Contractor plans to engage in industrial
activity other than construction (such as operating asphalt and/or concrete plants) at the site, The
SWPPP should be modified accordingly.
7. Implement site stabilization, erosion and sediment control measures, and other requirements of the
SWPPP.
S. In accordance with the requirements in the most current version of the NYS Standards and
Specifications for Erosion and Sediment Control,conduct inspections of erosion and sediment control
measures installed at the site to ensure that they remain in effective operating condition. Prepare and
retain written documentation of inspections as well as of repairs/maintenance activities performed.
This information must be retained as part of the Site Log Book.
9. Maintain a record of the dates when major grading activities occur, when construction activities
temporarily or permanently cease on a portion of the site, and when stabilization measures are
initiated, until such time as the NOT is filed.A log for keeping such records is provided in Appendix E.
10. Begin implementing corrective actions within one business day of receipt of notification by the
Qualified Inspector that deficiencies exist with the erosion and sedimentation control measures
employed at the site. Corrective actions shall be completed within a reasonable time frame.
Storm Water Pollution Prevention Plan
7
2.4 SWPPP Participants
1. Owner's/Operator's Engineer: Michael D. Panichelli, P.E., President
MJ Engineering and Land Surveying
1533 CrescentRoad
Clifton Park, New York 12065
Phone: (518)371-0799
Fax: (518)371-0822
2. Owner/Operator: Prime Group Holdings
�3� Railroad Place
Saratoga Springs
NevJ Yc.��l< 12%�`�6
3. Contractorz: Name and Title:
Company Name
Mailing Address:
Phone:
Fax:
z Contractor's information to be entered once the Contractor(s) have been selected.
Storm Water Pollution Prevention Plan
8
3.0 SITE CHARACTERISTICS
3.1 Land Use and Topography
The overall project area is 0.75 acres.The project site is composed primarily of maintained grassland and concrete
sidewalks.The topography in the project site is moderately sloped to the northwest,with 0 to S%slopes.
3.2 Soils and Groundwater
Review of the National Resources Conservation Service (NRCS) Soil Survey Data indicates the project area is
predominately comprised of Windsor Loamy sand, of Hydrological Soil Group (HSG) Type A with 3 to 8 percent
slopes.The soil survey for the project area is included in Appendix G.The Soil Conservation Service defines the HSGs
as follows:
• Type A Soils: Soils having a high infiltration rate and low runoff potential when thoroughly wet. These soils
consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a
moderate rate of water transmission.
• Tvpe B Soils: Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of
moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture
to moderately course texture.These soils have a moderate rate of water transmission.
• Tvpe C Soils: Soils having a slow infiltration rate when thoroughly wet.These consist chiefly of soils having
a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture.
These soils have a slow rate of water transmission.
• Type D Soils: Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These
consist of chiefly of clays that have a high shrink-swell potential,soils that have a high water table,soils that
have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
• Type B/D and C/D Soils: Soils assigned to a dual hydrologic soil group have soil characteristics that are
represented by both classes.The first letter represents what the soils act like when they are drained and
the second is for undrained areas.Only the soils that in their natural condition are in group D are assigned
to dual classes.
Soil testing was completed for the project site in September 2019. Test borings were performed in general
conformance with the NYSDEC Storm Water Management Design Manual guidelines. Soils encountered were
described based on visual estimation of the grain size distribution, along with characteristics such as color, relative
density,consistency,moisture,etc.
Eight (S) borings were progressed at the project site. Boring locations are depicted in Figure 1-1. Results from the
infiltration testing are shown in Table 3-1. Groundwater was not encountered at the boring locations. See the
geotechnical report in Appendix G.
Storm Water Pollution Prevention Plan
9
3.3 Watershed Designation
The project site is not located in a restricted watershed identified in Appendix C of GP-0-20-001.
3.4 Receiving Water Bodies
Storm water from the project site ultimately discharges into Geyser brook stream located south of the project site.
Storm water is transmitted to the stream via overland flow and through existing storm water infrastructure. Mapping
of the project site and receiving water bodies is included in Appendix G.
3.5 Aquifers
The project site is not located within an Aquifer,see mapping in Appendix G
3.6 Wetlands
3.6.1 Tidal Wetlands
Tidal wetlands are not located within or adjacent to the project area.
3.6.2 State Jurisdictional Wetlands(Article 24)
The NYSDEC Environmental Resources Mapper (ERM) was utilized to reviewed for freshwater wetlands
within or adjacent to the project area. The ERM indicated that State Regulated Freshwater Wetlands or
buffer zones are not located within the project area. A copy of this mapping is included in Appendix G.
3.6.2 Federal Jurisdictional Wetlands(Article 404)
National Wetland Inventory(NWI) mapping for the project area was reviewed utilizing the online Wetlands
Mapper provided by the U.S. Department of Interior, Fish and Wildlife Service. Federal jurisdictional
wetlands are not present on the project site or within the 100-foot buffer. A copy of this mapping is
included in Appendix G.
3.7 Flood Plains
A review of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) Panel
36091C0433 E dated August 16t" 1995 show the project site is not located in a floodplain. The flood zone mapping
is included in Appendix G.
3.8 Listed, Endangered,or Threatened Species
3.8.1 State Listing
According to the NYSDEC online Environmental Resource Mapper, the potential does not exist for rare
plants or animals to be present within the proposed project area, however the potential exists adjacent to
the project area. The New York Natural Heritage Program (NYNHP) has no records of rare or state-listed
animals or plants, or significant natural communities on or adjacent to the project site. Refer to Appendix
G for additional information.
3.8.2 Federal Listing
The United States Department of the Interior Fish and Wildlife Service (USFWS) online IPaC system was
used to determine the possible presence of threatened and endangered species and habitat areas. The
Storm Water Pollution Prevention Plan
10
USFWS website indicated that are no endangered or threatened species located in Saratoga County near
the project site. The result is presented in Table 3-2, below.
3.9 Cultural and Historic Resources
The Cultural Resource Information System(CRIS)through the New York State Office of Parks,Recreation and Historic
Preservation (NYSOPRHP) indicates the project site does not contain structures listed on the State or National
Register of Historic Places. According to the NYSOPRHP CRIS website, the project area is located adjacent to an
archeologically sensitive area. The proposed construction will not impact the archaeologically sensitive area., see
the No Affect Letter in Appendix G.
3.10 Rainfall Data
Rainfall data utilized in the modeling and analysis was obtained from the Northeast Regional Climate Center's(NRCC)
Extreme Precipitation in New York and New England interactive web tool for extreme precipitation analysis
(precip.eas.cornell.edu). Rainfall data,for various 24-hour storm events, is presented in Table 3-3:
Table 3-3
Rainfall Quantity
Storm Event 24-Hour Rainfall(inches)
90%Rainfall 1.1
1-year 2.69
10-year 3.73
100-yea r 6.24
These values were used to evaluate the pre-development and post-development storm water runoff characteristics.
Storm Water Pollution Prevention Plan
11
4.0 CONSTRUCTION SEQUENCE
An "Erosion and Sediment Control Plan" for this project is included in Appendix K. The plan identifies the major
construction activities that are the subject of this SWPPP. This document is fluid and is subject to change in
accordance with the Contractor's work plan and subject to the Engineer's review and approval. If the actual
construction activity varies from that depicted on the plans, the contractor will be required to notify the
Owner's/Operator's Engineer overseeing the implementation of the SWPPP. The Owner/Operator must keep the
SWPPP current so that the erosion and sediment control practices and storm water management practices being
constructed and utilized on site are accurately documented. Amendments to the SWPPP shall be made, at a
minimum:
1. Whenever the current provisions prove to be ineffective in minimizing pollutants in storm water
discharges from the site;
2. Whenever there is a change in design, construction, or operation at the construction site that has or
could have an effect on the discharge of pollutants;and
3. To address issues or deficiencies identified during an inspection by the qualified inspector, the
Department,or other regulatory authority.
The Contractor will be responsible for implementing the erosion and sediment control measures identified on the
plans.The Contractor may designate these tasks to certain subcontractors as seen fit,but the ultimate responsibility
for implementing these controls and ensuring their proper function remains with the Contractor.
Accompanying plans,details and specifications regarding the construction sequencing schedule shall be provided as
part of the final design.
Storm Water Pollution Prevention Plan
12
5.0 CONSTRUCTION-PHASE POLLUTION CONTROL
The SWPPP and accompanying plans identify the temporary and permanent erosion and sediment control measures
that have been incorporated into the design of this project. These measures will be implemented during
construction, to minimize soil erosion and control sediment from transport off-site. During construction, the
permanent measures are installed to control the quality and quantity of storm water runoff from the site.
The erosion control measures are designed to minimize soil loss and are intended to retain eroded soil and prevent
it from reaching water bodies or adjoining properties. The erosion and sediment control measures have been
developed in accordance with the following documents:
• NYSDEC SPDES General Permit for Storm Water Discharges From Construction Activity, Permit No. GP-
0-20-001 (effective January 29,2020 through January 28,2025)
• New York State Standards and Specifications for Erosion and Sediment Control, NYSDEC (November
2016)
The SWPPP and accompanying plans outline the construction scheduling for implementing the erosion and sediment
control measures. The SWPPP and accompanying plans also include limitations on the duration of soil exposure,
criteria and specifications for placement and installation of the erosion and sediment control measures, a
maintenance schedule, and specifications for the implementation of erosion and sediment control practices and
procedures.
Temporary erosion and sediment control measures that shall be applied during construction generally include:
1. Minimizing soil erosion and sedimentation by stabilization of disturbed areas and by removing
sediment from construction-site discharges.
2. Preservation of existing vegetation as much as practicable. Following the completion of construction
activities in portion of the site, permanent vegetation shall be established on exposed soils.
3. Site preparation activities shall be planned to minimize the area and duration of soil disruption.
4. Permanent traffic corridors shall be established and "routes of convenience"shall be avoided.
5.1 Temporary Erosion and Sediment Control Measures
The temporary erosion and sediment control measures described in the following sections will be included as part
of the construction documents and are provided in Appendix K.
5.1.1 Stabilized Construction Entrance
Prior to construction activities commencing at the site, a stabilized construction entrance will be installed
at the proposed vehicle traffic entrance and exit points to reduce the tracking of sediment onto the facility
and public roadways.
Construction traffic must enter and exit the site at the stabilized construction entrance. The intent is to trap
sediment that would otherwise be carried off-site by construction traffic.
The entrance shall be maintained in a condition which will control tracking of sediment onto the facility,
public rights-of-way or streets.When necessary,the placement of additional aggregate atop the filter fabric
will be done to assure the minimum thickness is maintained. Contractor shall maintain a stockpile of
additional aggregate on site. Sediments and soils spilled,dropped,or washed onto the public rights-of-way
must be removed immediately. Periodic inspection and needed maintenance shall be provided after each
substantial rainfall event.
Storm Water Pollution Prevention Plan
13
5.1.2 Dust Control
Water trucks shall be used as needed during construction to reduce dust generated on the site. Dust control
must be provided by the Contractor to a degree that is acceptable to the Owner, and in compliance with
the applicable local and state dust control requirements.
5.1.3 Temporary SoilStockpile
Materials, such as topsoil and stone, will be temporarily stockpiled (if necessary) on the site during the
construction process. Stockpiles shall be located in an area away from storm drainage,water bodies and/or
courses. They will be properly protected from erosion by a surrounding silt fence barrier(or similar device)
and a mulch layer(if it is a soil-based material).
5.1.4 Silt Fencing
Prior to the initiation of and during construction activities, a geotextile filter fabric, or silt fence, will be
established along the areas of proposed earthwork. The provision of the silt fence will prevent/reduce
sediment from migrating off the construction site and entering the drainage system.The silt fencing should
be installed along the contours down slope of the proposed disturbed areas and in accordance with the
NYSDEC Blue Book.The locations of silt fence installation are shown on the contract plans.
Clearing and grubbing will be performed only as necessary for the installation of the sediment control
barrier. To facilitate effectiveness of the silt fencing, daily inspections and inspections immediately after
significant storm events will be performed by site personnel. Maintenance of the fence will be performed
asneeded.
5.1.5 Temporary Seeding and Mulching
Areas undergoing clearing or grading and areas disturbed by construction activities where work has
temporarily or permanently ceased shall be stabilized with temporary vegetative cover within seven (7)
days from the date the soil disturbance activity ceased.
5.1.6 Storm Drain Inlet Protection
Silt fencing will be placed around both existing and proposed catch basins once they have been installed.
The silt fence will prevent sediment from entering the catch basins and storm sewer system. During
construction,fabric shall be inspected and replaced as necessary to ensure proper function of the structure.
5.1.6 WinterStabilization
For any land disturbance and exposure between November 15t" and April 15t, enhanced erosion and
sediment control will be completed. During winter months, a minimum 25-foot buffer will be maintained
between the work zone and perimeter controls such as silt fence.The silt fence must be marked with tall
stakes visible above the snow pack.
Drainage structures will be kept open and free of snow and ice dams. All debris, ice cams, or debris from
plowing operations that restrict the flow of runoff will be removed.
When straw mulch alone is used for temporary stabilization, it will be applied at a minimum of 4 tons per
acre(double the standard application rate).
To ensure adequate stabilization of disturbed soil in advance of a melt event,areas of disturbed soil will be
stabilized at the end of each work day unless work will resume within 24-hours in the same area and no
precipitation is forecast or the work is in disturbed areas that collect and retain runoff such as open utility
trenches.
Storm Water Pollution Prevention Plan
14
5.2 Permanent Erosion and Sediment Control Measures
The permanent erosion and sediment control measures described in the following sections are included as part of
the construction documents.
5.2.1 Establishment of Permanent Vegetation
Disturbed areas that will be vegetated must be seeded in accordance with the contract documents. The
type of seed, mulch, and maintenance measures as described in the contract documents shall also be
followed.All areas at final grade must be seeded and mulched within seven(7)days after completion of the
major construction activity. Seeded areas should be protected with mulch.
Final site stabilization is achieved when soil-disturbing activities at the site have been completed and a
uniform, perennial vegetative cover with a density of SO percent has been established or equivalent
stabilization measures (such as the use of mulches or geotextiles) have been employed on unpaved areas
and areas not covered by permanent structures.
5.2.2 Soil Restoration
Table 5-1 Soil Restoration Requirements
(Table 5.3 of the NYSSMDM)
Type of Soil Soil Restoration Requirement Comments/Examples
Disturbance
No soil disturbance Restoration not permitted Preservation of natural
features
Minimal soil
disturbance Restoration not required Clearing and grubbing
Areas where topsoil is HSG A&B HSG C&D
stripped only-no Apply 6 inches of Aerate* and apply 6 Protect area from ongoing
change in grade topsoil inches of topsoil construction activities
HSG A&B HSG C&D
Areas of cut or fill Aerate and apply 6 Apply full soil
inches of topsoil restoration**
Heavy traffic areas on Apply full soil restoration (de-compaction and
site compost enhancement)
Keep construction
equipment from crossing
Areas where Runoff these areas.To protect
Reduction and/or Restoration not required, but may be applied newly installed practices
Infiltration practices to enhance the reduction specified for from ongoing construction
are applied appropriate practices. activities construct a single
phase operation fence
area.
Redevelopment Soil Restoration is required on redevelopment
projects in areas where existing impervious
projects area will be converted to pervious area.
*Aeration includes the use of machines such as tractor drawn implements with coulters making a narrow slit in the soil,a roller with
many spikes making indentations in the soil,or prongs which function like a mini-subsoiler.
**Per"Deep Ripping and De-compaction,DEC 2008".
Soil restoration is a required practice applied across areas of a development site where soils have been
disturbed and will be vegetated in order to recover the original properties and porosity of the soil. Healthy
Storm Water Pollution Prevention Plan
15
soil is vital to a sustainable environment and landscape. The contractor shall implement soil restoration
practices in accordance with Section 5.1.6 and Table 5.3 of the NYSSMDM,shown in Table 5-1 of this Plan.
Soil restoration is a required practice applied across areas of a development site where soils have been
disturbed.The area will be vegetated in order to recover the original properties and porosity of the soil.
Healthy soil is vital to a sustainable environment and landscape. The contractor shall implement soil
restoration practices in accordance with Section 5.1.6 and Table 5.3 of the NYSSMDM.
5.2.3 Rock Outlet Protection
Rock outlet protection should be placed at the outlet of the culverts, conduits, or channels to reduce the
depth, velocity, and energy of the storm water in order to prevent erosion of the receiving downstream
reach. Rock outlet protection cannot be utilized at pipe outlets at the top of cuts or on slopes steeper than
10 percent(10%).
The outlet protection may be composed of rock riprap. The rock material, size, thickness and apron size
shall be determined and installed in accordance with the NYSDEC Blue Book.
5.3 Other Pollutant Controls
Control of sediments has been described previously. Other aspects of this SWPPP are listed below:
5.3.1 Solid and Liquid Waste Disposal
Solid or liquid waste materials,including building materials,shall not be discharged from the site with storm
water. Solid waste, including disposable materials incidental to construction activities, must be collected
and placed in containers. The containers shall be emptied periodically by a licensed waste transport service
and hauled away from the site for disposal.
Substances that have the potential for polluting surface and/or groundwater must be controlled by
whatever means necessary in order to ensure that they do not discharge from the site. As an example,
special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must
be contained and disposed of so that it will not flow from the site or enter groundwater,even if this requires
removal, treatment, and disposal of soil. Spill reporting to the NYSDEC may be required per 17 New York
Code, Rules and Regulations (NYCRR) 32.3 and 32.4, and the Environmental Conservation Law (ECL) 17-
1743. In this regard, potentially polluting substances should be handled in a manner consistent with the
impact they represent.
5.3.2 Sanitary Facilities
Temporary sanitary facilities will be provided by the Contractor throughout the construction phase. They
must be utilized by construction personnel and will be serviced by a licensed commercial Contractor. These
facilities must comply with state and local sanitary or septic system regulations.
5.3.3 Water Source
Non-storm water components of site discharge must be clean water. Water used for construction,which
discharges from the site, must originate from a public water supply or private well approved by the Health
Department.Water used for construction that does not originate from an approved public supply must not
discharge from the site;such water may be retained on-site until it infiltrates and/or evaporates.
5.4 Construction Housekeeping Practices
During the construction phase,the General Contractor will implement the following measures:
Storm Water Pollution Prevention Plan
16
5.4.1 Material5tockpiles
Material resulting from the clearing and grubbing operation or new material delivered to the site for future
use will be stockpiled up slope of the grubbed areas. The stockpiles will have adequate sedimentation
controls installed to prevent the migration of these sediments during rain events.
5.4.2 Equipment Cleaning and Maintenance
Equipment cleaning, maintenance, and repair is to be conducted off site as designated by the General
Contractor.The General Contractor and Subcontractors will utilize those areas. The areas will be protected
by a temporary perimeter berm.
5.4.3 Detergents
The use of detergents for large-scale washing is prohibited(i.e.,vehicles,buildings,pavement surfaces,etc.).
5.4.4 Spill Prevention and Response
A Spill Prevention and Response Plan shall be developed for the site by the Contractor. The plan shall detail
the steps needed to be followed in the event of an accidental spill and shall identify contact names and
phone numbers of people and agencies that must be notified.
The plan shall include Safety Data Sheets (SDS) for materials to be stored on-site.Workers on-site will be
required to be trained on safe handling and spill prevention procedures for the materials used during
construction. Regular tailgate safety meetings shall be held and each worker that are expected on the site
during the week shall be required to attend.
5.4.5 Concrete Wash Areas
Concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water on the site,
but only in specifically designated diked and impervious washout areas. These areas will be prepared to
prevent contact between the concrete wash and storm water. Waste generated from concrete wash water
shall not be allowed to flow into drainage ways, inlets, receiving waters, highway right of ways,or location
other than the designated Concrete Wash Areas. Proper signage designating the "Concrete Wash Areas"
shall be placed near the facility. Concrete Wash Areas shall be located at minimum 100 linear feet from
drainage ways, inlets and surface waters.
The hardened residue from the Concrete Wash Areas will be disposed of in the same manner as other non-
hazardous construction waste materials. Maintenance of the wash area is to include removal of hardened
concrete. The facility shall have sufficient volume to contain the concrete waste resulting from washout
and a minimum freeboard of 12 inches. The facility shall not be filled beyond 95% capacity and shall be
cleaned out once 75%full unless a new facility is constructed. The Contractor will be responsible for seeing
that these procedures are followed.
Saw-cut Portland Cement Concrete(PCC)slurry shall not be allowed to enter storm drains or watercourses.
Saw-cut residue should not be left on the surface of pavement or be allowed to flow over or off pavement.
The project may require the use of multiple Concrete Wash Areas. The Concrete Wash Areas will be located
in an area where the likelihood of the area contributing to storm water discharges is negligible. If required,
additional BMPs must be implemented to prevent concrete wastes from contributing to storm water
discharges.
5.4.6 Material5torage
Storm Water Pollution Prevention Plan
17
Construction materials shall be stored in a dedicated staging area. The staging area shall be located in an
area that minimizes the impacts of the construction materials effecting storm water quality.
Chemicals, paints, solvents, fertilizers, and other toxic material must be stored in waterproof containers.
Except during application, the contents must be kept in proper storage facilities. Runoff containing such
material must be collected, removed from the site,treated, and disposed of at an approved solid waste or
chemical disposal facility.
5.4.7 Protecting Vegetation During Construction
Protection of trees,shrubs,ground cover and other vegetation from damage by construction equipment is
important to preserved existing vegetation determined to be important for soil erosion control, water
quality protection,shade,screening,buffers,wildlife habitat,wetland protection and other values.
Soil placement over existing tree and shrub roots will be limited to a maximum of 3 inches. Lowering of
grade will begin no closer than the dripline of the tree. For narrow-canopied trees and shrubs, the stem
diameter in inches is converted to feet and doubled such that a 10-inch tree should be protected to 20 feet.
Construction of sturdy fences or barriers around valuable vegetation will be completed for protection from
construction equipment.
Storm Water Pollution Prevention Plan
18
6.0 POST-CONSTRUCTION STORMWATER CONTROLS
The goal of this Storm Water Management Plan is to analyze the peak rate of runoff under pre-development and
post-development conditions, to maintain the pre-development rate of runoff to minimize impacts to adjacent or
downstream properties,and to minimize the impact to the quality of runoff exiting the site.
The proposed project will require a SWPPP in which post-construction storm water management practices are
necessary as the project will result in greater than one (1) acre of soil disturbance. The NYSSMDM details water
quality and water quantity objectives to be met by projects requiring a SWPPP with post-construction storm water
controls. These objectives will be met by applying storm water control practices to limit peak runoff rates and
improve the quality of runoff leaving the developed site. The subsequent sections discuss the basis of design and
regulatory requirements for the permanent storm water features associated with the proposed construction.
6.1 New Development and Redevelopment Justification
6.1.1 New Development Project Requirements
New development can result in changes to the runoff volume, flow rates, timing of runoff, and habitat
destruction and degradation of receiving waterbodies. For construction projects that include new
development,the stormwater management practices must be designed in accordance with Chapters 4 and
6 of the NYSSMDM, which are intended to aid in the reduction of stormwater effects from a newly
developed area on downstream conditions.
The proposed new development conditions of the project result in an increase of approximately 0.30 acres
of impervious coverage over the 0.75-acre project site.
6.1.1 Redevelopment Project Definition and Requirements
The NYSSMDM defines a redevelopment activity as disturbance and reconstruction of existing impervious
surfaces, including impervious surfaces that were removed within the last five (5) years. Redevelopment
projects utilize alternate sizing and design criteria because of the need to connect to existing infrastructure
at set elevations, surrounding land uses, underground facilities (including but not limited to utilities),
previously disturbed and highly compacted soils, and contaminated soils which can dictate that standard
designs would need to be modified and could escalate project costs. This leeway is provided for
redevelopment projects to provide an opportunity for an applicant to reduce impervious coverage of the
site, utilize existing infrastructure, resolve existing site issues, and reduce pollutant discharges into the
community's storm water collection,conveyance,and treatment system.
Section 9 of the NYSSMDM recognizes that the redevelopment of previously developed sites is encouraged
to protect watersheds as it often provides an opportunity to conserve natural resources in less impacted
areas by targeting development to areas with existing services and infrastructure. In addition,
redevelopment activities allow for correction of existing problems and reduce pollutant discharge from
previously developed areas without effective storm water pollution controls.
The work involves the disturbance of approximately 0.42 acres of existing impervious,which is defined as
a redevelopment activity.
Storm Water Pollution Prevention Plan
19
6.2 Storm Water Management Planning
The storm water practices listed in Section 6 of the NYSSMDM were reviewed for selection of SMPs to meet water
quality treatment goals.The following existing site constraints were taken into consideration in the determination
of appropriate practices to be implemented on site:
• Implemented practices cannot adversely impact existing structures and utilities.
• Poor infiltration throughout the site limits feasibility of practices in that area.
• The proposed conditions need to mimic the existing runoff patterns to the extent practicable.
The NYSSMDM includes a five-step process that involves site planning and SMP selection.The five(5)steps include:
• Site planning to preserve natural features and reduce impervious cover;
• Calculation of the Water Quality Volume(WQv)for the project area;
• Incorporation of runoff reduction techniques and Standard SMPs with Runoff Reduction Volume (RRv)
capacity;
• Use of Standard SMPs where applicable, to treat the portion of WQv not addressed by runoff reduction
techniques and Standard SMPs with RRv capacity; and
• Design of volume and peak rate control (where required).
Section 4.3 of the NYSSMDM states, "Runoff reduction shall be achieved by infiltration, groundwater recharge,
reuse, recycle, evaporation/evapotranspiration of 100 percent of the post-development water quality volume to
replicate pre-development hydrology by maintaining pre-construction infiltration, peak runoff flow, discharge
volume, as well as minimizing concentrated flow by using runoff control techniques to provide treatment in a
distributed manner before runoff reaches the collection system."
A storm water management plan must demonstrate that green infrastructure planning and design options were
evaluated to meet the runoff reduction requirement. The NYSSMDM details acceptable runoff reduction techniques
as follows:
Storm Water Pollution Prevention Plan
20
Conservation of Natural Areas: Retain the pre-development hydrologic and water quality characteristics of
undisturbed natural areas,stream and wetland buffers by restoring and/or permanently conserving these areas
on site. No areas are proposed to be put into a conservation easement as the site does not have a contiguous
land tract that meets the requirements specified in the SMDM for application of this practice.
Sheetflow to Riparian Buffers or Filter Strips: Undisturbed natural areas such as forested conservation areas and
stream buffers or vegetated filter strips and riparian buffers can be used to treat and control storm water runoff
from some areas of a development project. Riparian buffers are not present on the site and therefore this
practice is not utilized.
Ve�etated Open Swale: The natural drainage paths, or properly designed vegetated channels, can be used
instead of constructing underground storm sewers or concrete open channels to increase time of concentration,
reduce the peak discharge, and provide infiltration. This practice is not planned for this project due to site
constraints.
Tree Planting/Tree Box: Plant or conserve trees to reduce storm water runoff, increase nutrient uptake, and
provide bank stabilization.Trees can be used for applications such as landscaping, storm water management
practice areas,conservation areas and erosion and sediment control.This practice is not planned for this project.
Disconnection of Rooftop Runoff: Rooftop runoff is collected and directed to storm water treatment systems on
site.This practice is not being utilized.
Stream Daylightin�for Redevelopment Prolects:Stream daylight previously-culverted/piped streams to restore
natural habitats, better attenuate runoff by increasing the storage size, promoting infiltration,and help reduce
pollutant loads.No previously culverted streams are present within the project limits,and therefore this practice
cannot be utilized.
Rain Garden: Manage and treat small volumes of storm water runoff using a conditioned planting soil bed and
planting materials to filter runoff stored within a shallow depression.This practice is not planned for this project.
Green Roof: Capture runoff by a layer of vegetation and soil installed on top of a conventional flat or sloped
roof. The rooftop vegetation allows evaporation and evapotranspiration processes to reduce volume and
discharge rate of runoff entering conveyance system. This practice is utilized for this project and is sized
correctly.
Storm water Planter: Small landscaped storm water treatment devices that can be designed as infiltration or
filtering practices. Storm water planters use soil infiltration and biogeochemical processes to decrease storm
water quantity and improve water quality.This practice is being utilized as buildings are within the project limits.
Rain Tank/Cistern:Capture and store storm water runoff to be used for irrigation systems or filtered and reused
for non-contact activities.This practice is not planned for this project due to lack of irrigatable lands adjacent to
the project site.
Porous Pavement: Pervious types of pavements that provide an alternative to conventional paved surfaces,
designed to infiltrate rainfall through the surface,thereby reducing storm water runoff from a site and providing
some pollutant uptake in the underlying soils.This practice is not planned for this project due to poor infiltration
rates.
Storm Water Pollution Prevention Plan
21
New development projects that cannot achieve 100%runoff reduction of the required Water Quality Volume(WQv),
must at a minimum, reduce a percentage of the runoff from impervious areas to be constructed within the project
area. The percent reduction is based on the HSG of the site and is determined by the Specific Reduction Factor(S).
Table 6-1 lists the specific reduction factors for each HSG soil type:
Table 6-1
RRv Reduction by Soil Type
HSG Soil Type Specific Reduction Factor(S)
A 0.55
B 0.40
C 0.30
D 0.20
6.3 Stormwater Management Practice (SMP) Selection
Storm water runoff from the project will be collected and conveyed to the storm water control system(s)described
herein through a network of closed storm water conveyance systems and sheetflow.These practices were chosen
to have the greatest benefit to the storm water management goals of the project considering site constraints and
soil conditions.
Stormwater Planter(RR-7):
Stormwater Planters are small, landscaped Stormwater treatment devices that can be placed above or below
ground and can be designed as infiltration or filtering practices. Stormwater planters use soil infiltration and
biogeochemical processes to decrease stormwater quantity and improve water quality.
Green Roof(RR-10):
Green Roofs consist of a layer of vegetation and soil installed on top of a conventional flat or sloped roof. The
rooftop vegetation captures rainwater allowing evaporation and evapotranspiration processes to reduce the
amount of runoff entering downstream systems, reducing stormwater runoff volumes and attenuation peak
flows.
Under�round Infiltration Svstem (I-5):
Most proprietary storm water management infiltration practices operate similarly to traditional infiltration
basins (NYSDEC design variant I-2). These safe practices reduce runoff volume, remove fine sediment and
associated pollutants, recharge groundwater, and provide partial attenuation of peak flows for storm events
equal to or less than the design storm. Infiltration practices are appropriate for small drainage areas, but can
also be used for larger multiple lot applications, in contrast to rain gardens and dry wells, which are primarily
intended for single lots.
Proprietary storm water management infiltration systems are designed to capture and infiltrate the water
quality volume,but do not retain a permanent pool. These systems are typically designed to infiltrate the water
quality volume as well as to provide detention above the infiltration zone to attenuate peak volumes of larger
storm events to meet flood control requirements. This system is strictly used for water quantity because of the
poor drainage throughout the project site.
Storm Water Pollution Prevention Plan
22
6.4 Storm Water Quality Analysis
Storm water runoff from impervious surfaces is recognized as a potential significant contributor of pollution that can
adversely affect the quality of receiving water bodies.Therefore, treatment of storm water runoff is important as
most runoff related water quality contaminants are transported from land, particularly the impervious surfaces,
during the initial stages of storm events.
6.4.1 NYSDEC Requirements- Water Quality Volume(WQv)
The NYSSMDM requires that water quality treatment be provided for the initial flush of runoff from every
storm. The NYSDEC refers to the amount of runoff to be treated as the "Water Quality Volume" (WQv),
which ensures that practices are sized to runoff generated from the entire 90t" percentile rain event.This
essentially means that a practice sized using the WQv will capture and treat 90%of all 24-hour rain events.
Section 4.2 of the manual defines the Water Quality Volume for new development projects,which is directly
related to the amount of impervious cover of a site,as follows:
WQ� _ L�P)�Rv)�A)�
12
Where:
WQv=Water quality volume(acre-feet)
P=90%Rainfall Event(inches),obtained from Figure 4.1 in the NYSSMDM
Rv=0.05+0.009(I),where I is percent impervious cover
A=Contributing Area in Acres
The calculated WQv for the new development project area within the project boundary 0.026 ac-ft.
For redevelopment projects,Section 9 of the NYSSMDM provides four approaches to providing the required
stormwater quality treatment:
I. Reduction of existing impervious cover by a minimum of 25% of the total disturbed impervious
area.
II. Treatment of a minimum of 25%of the WQv from the disturbed,impervious area that is captured
and treated by the implementation of standard SMPs or reduced by application of green
infrastructure techniques.
I II. Use of alternative SMPs to treat 75%of the WQv.
IV. Use of a combination of the above options using the following equation:
%WQv treatment by Alternative practice=(25-(%IC reduction +%WQv treatment by SMP+
%runoff reduction)) * 3
This project utilizes Approach II above to provide the required minimum WQv for the redevelopment
portion of the project,which is calculated to be 0.009 ac-ft.
is�.����_.���. Full calculations are included in Appendix J.
6.4.2 NYSDEC Requirements-Runoff Reduction Volume(RRv)
The equation below is used to determine the minimum RRv for new development projects. Although
encouraged, meeting the RRv sizing criteria is not required for areas considered redevelopment activities.
RRv — L�P)�Rv *)�Al)�
12
Storm Water Pollution Prevention Plan
23
Where:
RRv= Minimum Runoff Reduction Volume(acre-feet)
P=90%Rainfall Event(inches)
Rv*=0.05+0.009(I),where I is 100%impervious
Ai= Impervious cover targeted for runoff reduction,and Ai=(S)(Aic)
S=Specific Runoff Reduction Factor(per HSG)
Aic=Total area of new impervious cover(acres)
The minimum RRv for the project,a redevelopment project with increased impervious area,is calculated
to be 0.014 ac-ft.Calculations for the minimum RRv are included in Appendix J.
6.4.3 Project Specific WQv and RRv Approach
The project proposes to utilize a green roof and stormwater planters to achieve 0.035 ac-ft of runoff
reduction (RRv).The total RRv reduces the full amount of WQv required to be treated,providing an excess
of 0.001 ac-ft of RRv through the infiltration practices.Table 6-2 below summarizes the required minimum
WQv and RRv for the project. Refer to Table 6-4 on the following page for a summary of the RRv and WQv
achieved by the stormwater management practices proposed.
Table 6-2
Calculated WQv&RRv Summary
Redevelopment New Development Total Minimum WQv Minimum RRv
WQv(ac-ft) WQv(ac-ft) Required(ac-ft) Required(ac-ft)
0.009 0.025 0.036 0.014
Storm Water Pollution Prevention Plan
24
Table 6-3
Water Quality Volume(WQv)and Runoff Reduction Volume(RRv)Summary
Minimum WQv Required (ac-ft)
Minimum RRv Required (ac-ft)
Provided Stormwater Management Practice(SMP)Capacities
Area Reduction Practices DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Conservation of Natural Areas RR-1
Sheetflow to Riparian Buffers/Filter Strips RR-2
Tree Planting/Tree Box RR-3
Disconnection of Rooftop Runoff RR-4
Green Infrastructure Runoff Reduction Techniques DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Vegetated Swale RR-5
Rain Garden RR-6
Stormwater Planter RR-7 0.008 N/A
Rain Barrel/Cistern RR-S
Porous Pavement RR-9
Green Roof RR-10 0.027 N/A
Standard SMPs with Runoff Reduction Capacity DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Infiltration Trench I-1
Infiltration Basins I-2
Dry Well I-3
Underground Infiltration System I-5
Bioretention& Infiltration Bioretention (total) F-5
Dry Swales(total) O-2
Standard SMPs
DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Micropool Extended Detention P-1
Wet Pond—The Water Hole(existing) P-2
Wet Extended Detention P-3
Multiple Pond System P-4
Pocket Pond P-5
Surface Sand Filter F-1
Underground Sand Filter F-2
Perimeter Sand Filter F-3
Organic Filter F-4
Shallow Wetland W-1
Extended Detention Wetland W-2
Pond/Wetland System W-3
Pocket Wetland W-4
Wet Swale O-2
Sum of SMPs RRv Provided WQv Provided(not
(ac-ft) reduced)(ac-ft)
Total Provided 0.035 0.035
Total Sum of RRv and WQv Provided
Storm Water Pollution Prevention Plan
25
6.4.4 Water Quality Performance Summary
Table 6-4 below summarizes the contributing area, impervious cover, runoff reduction and water quality
treatment methods proposed.With the proposed water quality control and runoff reduction practices,the
NYS water quality requirements have been met. The proposed project plans to reduce the WQv through
RRv practices.Therefore,we conclude that the project should not have a significant adverse impact on the
quality of the receiving waters.
Table 6-4
Summary of WQv Practices
Contributing Contributing Treated WQv
Design NYSDEC RRv
SWM Practice Drainage Area Impervious (not
Point Ref.No. Provided
(ac) Area(ac) reduced)
1 Stormwater Planter RR-7 13670 SF 031 ac 1190 cf N/A
0.31 ac 0.027 af
1 Green Roof RR-10 5185 sf 0.12 ac 329.8 cf N/A
0.12 ac 0.008
Total Provided RRv+WQv 1520 cf
0.035 af
6.5 Storm Water Quantity Analysis
This report presents the pre-development and post-development features and conditions associated with the rate
of surface water runoff within the study area. For both cases,the drainage patterns,drainage structures,soil types,
and ground cover types are considered in this study.
6.5.1 NYSDEC Requirements
The NYSSMDM requires that projects meet three separate stormwater quantity criteria:
1. The Channel Protection (CPv) requirement is designed to protect stream channels from erosion. This
is accomplished by providing 24 hours of extended detention for the 1-year,24-hour storm event. The
NYSSMDM defines the CPv detention time as the center of mass detention time through each
stormwater management practice.
2. The Overbank Flood Control(Qp) requirement is designed to prevent an increase in the frequency and
magnitude of flow events that exceed the bank-full capacity of a channel,and therefore must spill over
into the floodplain. This is accomplished by providing detention storage to ensure that,at each design
point,the post-development 10-year 24-hour peak discharge rate does not exceed the corresponding
pre-development rate.
3. The Extreme Flood Control (Qf) requirement is designed to prevent the increased risk of flood damage
from large storm events,to maintain the boundaries of the pre-development 100-year floodplain,and
to protect the physical integrity of stormwater management practices. This is accomplished by
providing detention storage to ensure that, at each design point, the post-development 100-year 24-
hour peak discharge rate does not exceed the corresponding pre-development rate.
6.5.2 Methodology
In order to demonstrate that detention storage requirements are being met,the NYSSMDM requires that
a hydrologic and hydraulic analysis of the pre-development and post-development conditions be performed
using the Natural Resources Conservation Service Technical Release 20 (TR-20) and Technical Release 55
(TR-55) methodologies. HydroCAD, developed by HydroCAD Software Solutions LLC of Tamworth, New
Hampshire, is a Computer-Aided-Design (CAD) program for analyzing the hydrologic and hydraulic
Storm Water Pollution Prevention Plan
26
characteristics of a given watershed and associated stormwater management facilities. HydroCAD uses the
TR-20 algorithms and TR-55 methods to create and route runoff hydrographs.
HydroCAD has the capability of computing hydrographs (which represent discharge rates characteristic of
specified watershed conditions, precipitation, and geologic factors) combining hydrographs and routing
flows though pipes,streams and ponds. HydroCAD can also calculate the center of mass detention time for
various hydraulic features. Documentation for HydroCAD can be found on their website:
http://www.hyd rocad.net/.
For this analysis, the watershed and drainage system was broken down into a network consisting of four
(4)types of components as described below:
1. Subcatchment: A relatively homogeneous area of land, which produces a volume and rate of runoff
unique to that area.
2. Reach: Uniform streams,channels,or pipes that convey stormwater from one point to another.
3. Pond: Natural or man-made impoundment, which temporarily stores stormwater runoff and empties
in a manner determined by its geometry and the hydraulic structure located at its outlets. Catch basins
and manholes are also modeled as a pond, but do not have associated storage volumes.
4. Link:A multi-purpose mechanism used to introduce a hydrograph from another file.
Subcatchments, reaches, ponds and links are represented by hexagons, squares, triangles, and broken
boxes respectively, on the watershed routing diagrams provided with the computations included for pre-
development and post-development conditions in Appendix H and Appendix I,respectively.
The analysis of hydrologic and hydraulic conditions of the pre-development and post-development of the
site was performed by dividing the tributary watershed into relatively homogeneous subcatchments. The
separation of the project area into subcatchments was dictated by watershed conditions, methods of
collection, conveyance, points of discharge and topography. Watershed characteristics for each
subcatchment were then assessed from United States Geological Service (USGS) 7.5-minute topographic
maps,aerial photographs,a topographical survey,soil surveys,site investigations,and land use maps.
Proposed stormwater management facilities were designed and evaluated in accordance with the NYS
Stormwater Management Design Manual and local regulatory requirements.The hydrologic and hydraulic
analysis considered the SCS,Type II 24-hour storm events identified in Table 6-5.
Table 6-5
Design Storm Events
Facility 24-Hour Storm Event
1-year
Stormwater Management
Practices 10-year
100-yea r
Flood Conditions 100-year
6.5.3 Pre-development Watershed Conditions and Design Points
The project area consists of approximately 0.75 acres. The total disturbance of the project will include
approximately 0.75 acres. The existing site consists of concrete sidewalks and maintained green space.
Stormwater within the project area is currently conveyed via overland flow to an unclassified stream in the
southeast portion of the site.
In order to compare pre-development and post-development runoff conditions as a result of the proposed
work,an unclassified stream was selected and defined as the Design Point(DP). Descriptions of the selected
design point is provided as follows:
Storm Water Pollution Prevention Plan
27
Desi�n Point 1(DP1)
Design Point 1 is catch basin northwest of the project site. Stormwater from the project site will be
directed through the green roof, into the stormwater planters, then through the underground
detention system for water retention. The location of DP1 is identified in the maps provided in
Appendices H and I.
Desi�n Point 2(DP2)
Design Point 2 is catch basin northeast of the project site. Stormwater from the project site will be
directed through stormwater infrastructure. The location of DP1 is identified in the maps provided in
Appendices H and I.
The Pre-Development Watershed Delineation Maps have been provided in Appendix H.The results of the
computer modeling used to analyze the overall watershed under pre-development conditions are
presented in Appendix H. A summary of the pre-development watershed runoff rates at each design point
is presented in Table 6-7.
6.5.4 Post-development Watershed Conditions
The hydrology of the post-development project site differs from the existing conditions due to installation
of impervious areas and new storm water collection practices. The contributing post-development
watershed area was divided into three (3) subcatchments. Flow throughout the site will be conveyed via
green roofs and stormwater planters. Pretreatment is not required using these green infrastructure
practices.
This stormwater management practice has been designed to provide quantity controls by attenuating
stormwater runoff and releasing runoff that cannot be infiltrated to off-site locations at a rate equal to or
less than that which existed prior to development of the site. The results of the computer modeling used
to analyze the overall watershed under post-development conditions are presented in Appendix I. A
summary of the post-development watershed runoff rates at the design point is presented in Table 6-7.
6.5.5 Water Quantity Performance Summary
A comparison of the pre- and post-development watershed conditions for the project was performed for
the design point and storm events evaluated herein. For the total site discharge rates, this comparison
demonstrates that the peak rate of runoff will not be increased.Therefore,the project should not have a
significant adverse impact on the adjacent or downstream properties or receiving water courses.
The results of the computer modeling used to analyze the pre- and post-development watersheds are
presented in Appendix H and Appendix I, respectively.Table 6-6 summarizes the results of this analysis.
Design 1-year 24 Hour 10-year 24 Hour 100-year 24 Hour
Points Description Event Event Event
(DP) Pre- Post- Pre- Post- Pre- Post-
Unnamed
1 Stream 0.26 0.17 1.33 0.75 3.65 2.89
2 Unnamed 0.07 0.07 0.12 0.12 0.21 0.21
Stream
Storm Water Pollution Prevention Plan
28
7.0 INSPECTIONS, MAINTENANCE, AND REPORTING
7.1 Inspection and Maintenance Requirements
7.1.1 Pre-Construction Inspection and Certification
Prior to the commencement of construction, the Owner's/Operator's Engineer or the Qualified Inspector
shall conduct an assessment of the site and certify that the appropriate erosion and sediment control
measures have been adequately installed and implemented. The Contractor shall contact the
Owner's/Operator's Engineer once the erosion and sediment control measures have been installed.
7.1.2 Construction Phase Inspections and Maintenance
A Qualified Inspector, as defined in Appendix A of the General Permit GP-0-20-001, shall conduct regular
site inspections between the time this SWPPP is implemented and final site stabilization. Site inspections
shall occur at an interval of one every seven (7) calendar days.
The purpose of site inspections is to assess performance of pollutant controls. Based on these inspections,
the qualified inspector will decide whether it is necessary to modify this SWPPP, add or relocate sediment
barriers,or whatever else may be needed in order to prevent pollutants from leaving the site via stormwater
runoff. The general contractor has the duty to cause pollutant control measures to be repaired, modified,
maintained,supplemented,or whatever else is necessary in order to achieve effective pollutant control.
Examples of particular items to evaluate during site inspections are listed below. This list is not intended to
be comprehensive. During each inspection the inspector must evaluate overall pollutant control system
performance as well as particular details of individual system components. Additional factors should be
considered as appropriate to the circumstances.
1. Locations where vehicles enter and exit the site must be inspected for evidence of off-site sediment
tracking. A stabilized construction entrance will be constructed where vehicles enter and exit. This
entrance will be maintained or supplemented as necessary to prevent sediment from leaving the site
on vehicles.
2. Sediment barriers must be inspected and, if necessary, they must be enlarged or cleaned in order to
provide additional capacity. The material from behind sediment barriers will be stockpiled on the up
slope side. Additional sediment barriers must be constructed as needed.
3. Inspections will evaluate disturbed areas and areas used for storing materials that are exposed to
rainfall for evidence of,or the potential for, pollutants entering the drainage system. If necessary,the
materials must be covered or original covers must be repaired or supplemented. Also, protective
berms must be constructed, if needed, in order to contain runoff from material storage areas.
4. Grassed areas will be inspected to confirm that a healthy stand of grass is maintained. The site has
achieved final stabilization once areas are covered with building foundation or pavement, or have a
stand of grass with at least 80 percent density. The density of SO percent or greater must be maintained
to be considered as stabilized. Areas must be watered,fertilized, and reseeded as needed to achieve
this goal.
5. All discharge points must be inspected to determine whether erosion control measures are effective in
preventing significant impacts to receiving waters.
The inspection reports must be completed and additional remarks should be included if needed to fully
describe a situation. An important aspect of the inspection report is the description of additional measures
that need to be taken to enhance plan effectiveness. The inspection report must identify whether the site
was in compliance with the SWPPP at the time of inspection and specifically identify incidents of non-
compliance.
Storm Water Pollution Prevention Plan
29
Within one (1) business day of the completion of an inspection, the qualified inspector shall notify the
Owner/Operator and appropriate contractor(or subcontractor)of corrective actions that need to be taken.
The contractor (or subcontractor) shall begin implementing corrective actions within one business day of
this notification and shall complete the corrective actions in a reasonable time frame.
In addition to the inspections performed by the Qualified Inspector,the Trained Contractor, as defined in
Appendix A of the General Permit GP-0-20-001, shall perform daily inspections that include a visual check
of erosion and sediment practices and pollution prevention measures. Inspections and maintenance shall
be performed in accordance with the inspection and maintenance schedule provided on the accompanying
plans. Sediment removed from erosion and sediment control measures will be exported from the site,
stockpiled for later use,or used immediately for general non-structural fill.
It is the responsibility of the general contractor to assure the adequacy of site pollutant discharge controls.
Actual physical site conditions or contractor practices could make it necessary to install more structural
controls than are shown on the accompanying plans. (For example,localized concentrations of runoff could
make it necessary to install additional sediment barriers.) Assessing the need for additional controls and
implementing them or adjusting existing controls will be a continuing aspect of this SWPPP until the site
achieves final stabilization. Should the Trained Contractor or the Qualified Inspector determine that the
measures provided at the site should be modified or new measures should be added,the owner or operator
must promptly notify NYSDEC. Modifications to permanent stormwater facilities are not allowed during
construction without the necessary Town/City, Owner, MS4, and/or NYSDEC approvals and project
amendments; however, construction phase stormwater erosion and sediment controls are subject to
modification if required by the responsible qualified professional. The contractor's failure to monitor or
report deficiencies may result in a Notice of Violation (NOV)or formal enforcement from NYSDEC.
7.1.3 Temporary Suspension of Construction Activities
For construction sites where soil disturbance activities have been temporarily suspended (e.g. Winter
Shutdown) and temporary stabilization measures have been applied to disturbed areas, the frequency of
Qualified Inspector inspections can be reduced to once every 30 calendar days. Prior to reducing the
frequency of inspections, the Owner/Operator shall notify the NYSDEC Region 1 stormwater contact in
writing at the following address:
NYSDEC Region 5
1115 NYS Rt.86
Ray Brook, NY 12977
Phone: (518)-897-1200
7.1.4 Partial Project Completion
For construction sites where soil disturbance activities have been shut down with partial project
completion, areas disturbed as of the project shutdown date have achieved final stabilization, and post-
construction stormwater management practices required for the completed portion of the project have
been constructed in conformance with the SWPPP and are operational,the Qualified Inspector inspections
can stop. Prior to the shutdown,the Owner/Operator shall notify the NYSDEC Region 7 stormwater contact
person noted in Section 7.13 (above) in writing.
If soil disturbance activities have not resumed within two years from the date of shutdown, a Notice of
Termination (NOT)shall be properly completed and submitted to the NYSDEC.
Storm Water Pollution Prevention Plan
30
7.1.5 Post-Construction Inspection and Maintenance
Inspections and maintenance of post-construction stormwater management practices shall be performed
in accordance with Appendix F,when disturbed areas are stabilized and stormwater management systems
are in place and operable.
7.2 Reporting Requirements
7.2.1 Inspection and Maintenance Reports
Inspection/maintenance reports shall be prepared prior to and during construction in accordance with the
schedule outlined herein and in the SPDES General Permit GP-0-20-001 Part IV.C.2. The reports shall be
prepared to identify and document the maintenance of the erosion and sediment control measures. A
sample inspection form is provided in Appendix D.
Specifically,each inspection shall record the following information:
1. Date and time of inspection.
2. Name and title of person(s)performing inspection.
3. A description of the weather and soil conditions(e.g.dry,wet,saturated)at the time of the inspection.
4. A description of the condition of the runoff at the points of discharge (including conveyance systems
and overland flow) from the construction site. This shall include identification of discharges of
sediment from the construction site.
5. A description of the condition of the natural surface water bodies located within, or immediately
adjacent to the property boundaries of the construction site which receive runoff from disturbed areas.
This shall include identification of discharges of sediment to the surface water body.
6. Identification of erosion and sediment control practices that need repair or maintenance.
7. Identification of erosion and sediment control practices that were not installed properly or are not
functioning as designed and need to be reinstalled or repaired.
8. Description and sketch of areas that are disturbed at the time of the inspection and areas that have
been stabilized (temporary and/or final)since the last inspection.
9. Current phase of construction of post-construction stormwater management practices and
identification of construction that is not in conformance with the SWPPP and technical standards.
10. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment
control practices; and to correct deficiencies identified with the construction of the post-construction
stormwater management practice(s).
11. Digital photographs,with date and time stamp,which show the condition of practices that have been
identified as needing corrective action or have undergone corrective action, must be attached to the
associated inspection report.
7.2.2 Site Log Book
The Owner/Operator shall retain a copy of the SWPPP required by NYSDEC SPDES General Permit GP-0-20-
001 at the construction-site from the date of initiation of construction activities to the date of final
stabilization.
During construction, the Owner's/Operator's Engineer shall maintain a record of the SWPPP inspection
reports at the site in the Site Log Book. The Site Log Book shall be maintained on-site and made available
to the permitting authority.
Storm Water Pollution Prevention Plan
31
7.2.3 Post Construction Records and Archiving
Following construction, the Owner/Operator shall retain copies of the SWPPP, the complete construction
Site Log Book,and records of the data used to complete the NOI to be covered by this permit,for a period
of at least five years from the date that the site is finally stabilized. This period may be extended by the
NYSDEC,at its sole discretion,upon written notification.
Records shall be maintained for the post-construction inspections and maintenance work performed in
accordance with the requirements outlined in Appendix F.
Storm Water Pollution Prevention Plan
32
Appendix A
NYSDEC SPDES General Permit GP-0-20-001
Stormwater Pollution Prevention Plan
A
l�i�'1�'8�`C'��1lt ����1�1'��I����
���������� �����"�����t���
�����������
NEW YORK STATE
DEPARTMENT OF ENVIRONMENTAL CONSERVATION
SPDES GENERAL PERMIT
FOR STORMWATER DISCHARGES
From
CONSTRUCTION ACTIVITY
Permit No. GP- 0-20-001
Issued Pursuant to Article 17, Titles 7, 8 and Article 70
of the Environmental Conservation Law
Effective Date: January 29, 2020 Expiration Date: January 28, 2025
John J. Ferguson
Chief Permit Administrator
--�--- ��, f` `2 �' �- �.-�
uthorized Signature Dafe
Address: NYS DEC
Division of Environmental Permits
625 Broadway, 4th Floor
Albany, N.Y. 12233-1750
PREFACE
Pursuant to Section 402 of the Clean Water Act ("CWA"), stormwater discharges
from certain construction activities are unlawful unless they are authorized by a National
Pollutant Discharge Elimination System ("NPDES") permit or by a state permit program.
New York administers the approved State Pollutant Discharge Elimination System
(SPDES) program with permits issued in accordance with the New York State
Environmental Conservation Law (ECL) Article 17, Titles 7, 8 and Article 70.
An owner or operator of a construction activity that is eligible for coverage under
this permit must obtain coverage prior to the commencement of construction activity.
Activities that fit the definition of "construction activity', as defined under 40 CFR
122.26(b)(14)(x), (15)(i), and (15)(ii), constitute construction of a point source and
therefore, pursuant to ECL section 17-0505 and 17-0701, the owner or operator m ust
have coverage under a SPDES permit prior to commencing construction activity. The
owner or operator cannot wait until there is an actual discharge from the construction site
to obtain permit coverage.
*Note: The italicized words/phrases within this permit are defined in Appendix A.
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES
Table of Contents
Part 1. PERMIT COVERAGE AND LIMITATIONS.............................................................1
A. Permit Application .................................................................................................1
B. Effluent Limitations Applicable to Discharges from Construction Activities ...........1
C. Post-construction Stormwater Management Practice Requirements ....................4
D. Maintaining Water Quality.....................................................................................8
E. Eligibility Under This General Permit.....................................................................9
F. Activities Which Are Ineligible for Coverage Under This General Permit ..............9
Part II. PERMIT COVERAGE...........................................................................................12
A. How to Obtain Coverage.....................................................................................12
B. Notice of Intent (NOI) Submittal ..........................................................................13
C. Permit Authorization............................................................................................13
D. General Requirements For Owners or Operators With Permit Coverage ...........15
E. Permit Coverage for Discharges Authorized Under GP-0-15-002.......................17
F. Change of Owner or Operator.............................................................................17
Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)...........................18
A. General SWPPP Requirements ..........................................................................18
B. Required SWPPP Contents ................................................................................20
C. Required SWPPP Components by Project Type.................................................24
Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS .....................................24
A. General Construction Site Inspection and Maintenance Requirements ..............24
B. Contractor Maintenance Inspection Requirements .............................................24
C. Qualified Inspector Inspection Requirements......................................................25
Part V. TERMINATION OF PERMIT COVERAGE ...........................................................29
A. Termination of Permit Coverage .........................................................................29
Part VI. REPORTING AND RETENTION RECORDS ......................................................31
A. Record Retention ................................................................................................31
B. Addresses ...........................................................................................................31
Part VII. STANDARD PERMIT CONDITIONS..................................................................31
A. Duty to Comply....................................................................................................31
B. Continuation of the Expired General Permit........................................................32
C. Enforcement........................................................................................................32
D. Need to Halt or Reduce Activity Not a Defense...................................................32
E. Duty to Mitigate ...................................................................................................33
F. Duty to Provide Information.................................................................................33
G. Other Information ................................................................................................33
H. Signatory Requirements......................................................................................33
I. Property Rights ...................................................................................................35
J. Severability..........................................................................................................35
K. Requirement to Obtain Coverage Under an Alternative Permit...........................35
L. Proper Operation and Maintenance ....................................................................36
M. Inspection and Entry ...........................................................................................36
N. Permit Actions.....................................................................................................37
O. Definitions ...........................................................................................................37
P. Re-Opener Clause ..............................................................................................37
Q. Penalties for Falsification of Forms and Reports.................................................37
R. Other Permits......................................................................................................38
APPENDIX A —Acronyms and Definitions .......................................................................39
Acro n ym s......................................................................................................................39
Definitions.....................................................................................................................40
APPENDIX B — Required SWPPP Components by Project Type ....................................48
Table1..........................................................................................................................48
Table2..........................................................................................................................50
APPENDIX C —Watersheds Requiring Enhanced Phosphorus Removal........................52
APPENDIX D —Watersheds with Lower Disturbance Threshold .....................................58
APPENDIX E — 303(d) Segments Impaired by Construction Related Pollutant(s) ...........59
APPENDIX F — List of NYS DEC Regional Offices ..........................................................65
(Part I)
Part 1. PERMIT COVERAGE AND LIMITATIONS
A. Permit Application
This permit authorizes stormwater discharges to surface waters of the State from
the following construction activities identified within 40 CFR Parts 122.26(b)(14)(x),
122.26(b)(15)(i) and 122.26(b)(15)(ii), provided all of the eligibility provisions of this
permit are met:
1. Construction activities involving soil disturbances of one (1) or more acres;
including disturbances of less than one acre that are part of a larger common
plan of development or sale that will ultimately disturb one or more acres of
land; excluding routine maintenance activity that is perFormed to maintain the
original line and grade, hydraulic capacity or original purpose of a facility;
2. Construction activities involving soil disturbances of less than one (1) acre
where the Department has determined that a SPDES permit is required for
stormwater discharges based on the potential for contribution to a violation of a
water quality standard or for significant contribution of pollutants to surface
waters of the State.
3. Construction activities located in the watershed(s) identified in Appendix D that
involve soil disturbances between five thousand (5,000) square feet and one
(1) acre of land.
B. Effluent Limitations Applicable to Discharges from Construction Activities
Discharges authorized by this permit must achieve, at a minimum, the effluent
limitations in Part I.B.1. (a) — (f) of this permit. These limitations represent the degree of
effluent reduction attainable by the application of best practicable technology currently
available.
1. Erosion and Sediment Control Requirements - The owner or operator must
select, design, install, implement and maintain control measures to minimize
the discharge of pollutants and prevent a violation of the water quality
standards. The selection, design, installation, implementation, and
maintenance of these control measures must meet the non-numeric effluent
limitations in Part I.B.1.(a) — (f) of this permit and be in accordance with the
New York State Standards and Specifications for Erosion and Sediment
Control, dated November 2016, using sound engineering judgment. Where
control measures are not designed in conformance with the design criteria
included in the technical standard, the owner or operator must include in the
Stormwater Pollution Prevention Plan ("SWPPP") the reason(s) for the
1
(Part 1.B.1)
deviation or alternative design and provide information which demonstrates that
the deviation or alternative design is equivalent to the technical standard.
a. Erosion and Sediment Controls. Design, install and maintain effective
erosion and sediment controls to minimize the discharge of pollutants and
prevent a violation of the waterqualitystandards. At a minimum, such
controls must be designed, installed and maintained to:
(i) Minimize soil erosion through application of runoff control and soil
stabilization control measure to minimize pollutant discharges;
(ii) Control stormwater discharges, including both peak flowrates and total
stormwater volume, to minimize channel and streambank erosion and
scour in the immediate vicinity of the discharge points;
(iii) Minimize the amount of soil exposed during construction activity;
(iv) Minimize the disturbance of steep slopes;
(v) Minimize sediment discharges from the site;
(vi) Provide and maintain natural buffers around surface waters, direct
stormwater to vegetated areas and maximize stormwater infiltration to
reduce pollutant discharges, unless infeasible;
(vii) Minimize soil compaction. Minimizing soil compaction is not required
where the intended function of a specific area of the site dictates that it
be compacted;
(viii) Unless infeasible, preserve a sufficient amount of topsoil to complete
soil restoration and establish a uniform, dense vegetative cover; and
(ix) Minimize dust. On areas of exposed soil, minimize dust through the
appropriate application of water or other dust suppression techniques
to control the generation of pollutants that could be discharged from
the site.
b. Soil Stabilization. In areas where soil disturbance activity has temporarily
or permanently ceased, the application of soil stabilization measures must
be initiated by the end of the next business day and completed within
fourteen (14) days from the date the current soil disturbance activity ceased.
For construction sites that directly discharge to one of the 303(d) segments
2
(Part 1.B.1.b)
listed in Appendix E or is located in one of the watersheds listed in
Appendix C, the application of soil stabilization measures must be initiated
by the end of the next business day and completed within seven (7) days
from the date the current soil disturbance activity ceased. See Appendix A
for definition of Temporarily Ceased.
c. Dewatering. Discharges from dewatering activities, including discharges
from dewatering of trenches and excavations, must be managed by
appropriate control measures.
d. Pollution Prevention Measures. Design, install, implement, and maintain
effective pollution prevention measures to minimize the discharge of
pollutants and prevent a violation of the water quality standards. At a
minimum, such measures must be designed, installed, implemented and
maintained to:
(i) Minimize the discharge of pollutants from equipment and vehicle
washing, wheel wash water, and other wash waters. This applies to
washing operations that use clean water only. Soaps, detergents and
solvents cannot be used;
(ii) Minimize the exposure of building materials, building products,
construction wastes, trash, landscape materials, fertilizers, pesticides,
herbicides, detergents, sanitary waste, hazardous and toxic waste, and
other materials present on the site to precipitation and to stormwater.
Minimization of exposure is not required in cases where the exposure
to precipitation and to stormwater will not result in a discharge of
pollutants, or where exposure of a specific material or product poses
little risk of stormwater contamination (such as final products and
materials intended for outdoor use) ; and
(iii) Prevent the discharge of pollutants from spills and leaks and
implement chemical spill and leak prevention and response
procedures.
e. Prohibited Discharges. The following discharges are prohibited:
(i) Wastewater from washout of concrete;
(ii) Wastewater from washout and cleanout of stucco, paint, form release
oils, curing compounds and other construction materials;
3
(Part 1.B.1.e.iii)
(iii) Fuels, oils, or other pollutants used in vehicle and equipment operation
and maintenance;
(iv) Soaps or solvents used in vehicle and equipment washing; and
(v) Toxic or hazardous substances from a spill or other release.
f. SurFace Outlets. When discharging from basins and impoundments, the
outlets shall be designed, constructed and maintained in such a manner
that sediment does not leave the basin or impoundment and that erosion at
or below the outlet does not occur.
C. Post-construction Stormwater Management Practice Requirements
1. The owner or operator of a construction activity that requires post-construction
stormwater management practices pursuant to Part III.C. of this permit must
select, design, install, and maintain the practices to meet the performance
criteria in the New York State Stormwater Management Design Manual
("Design Manual"), dated January 2015, using sound engineering judgment.
Where post-construction stormwater management practices ("SMPs") are not
designed in conformance with the performance criteria in the Design Manual,
the owner or operator must include in the SWPPP the reason(s) for the
deviation or alternative design and provide information which demonstrates that
the deviation or alternative design is equivalent to the technical standard.
2. The owner or operator of a construction activity that requires post-construction
stormwater management practices pursuant to Part III.C. of this permit must
design the practices to meet the applicable sizing criteria in Part I.C.2.a., b., c.
or d. of this permit.
a. Sizing Criteria for New Development
(i) Runoff Reduction Volume ("RRv"): Reduce the total Water Quality
Volume ("WQv") by application of RR techniques and standard SMPs
with RRv capacity. The total WQv shall be calculated in accordance
with the criteria in Section 4.2 of the Design Manual.
(ii) Minimum RRv and Treatment of Remaining Total WQv: Construction
activities that cannot meet the criteria in Part I.C.2.a.(i) of this permit
due to site limitations shall direct runoff from all newly constructed
impervious areas to a RR technique or standard SMP with RRv
capacity unless infeasible. The specific site limitations that prevent the
reduction of 100% of the WQv shall be documented in the SWPPP.
4
(Part LC.2.a.ii)
For each impervious area that is not directed to a RR technique or
standard SMP with RRv capacity, the SWPPP must include
documentation which demonstrates that all options were considered
and for each option explains why it is considered infeasible.
In no case shall the runoff reduction achieved from the newly
constructed impervious areas be less than the Minimum RRv as
calculated using the criteria in Section 4.3 of the Design Manual.
The remaining portion of the total WQv that cannot be reduced shall be
treated by application of standard SMPs.
(iii) Channel Protection Volume ("Cpv"): Provide 24 hour extended
detention of the post-developed 1-year, 24-hour storm event;
remaining after runoff reduction. The Cpv requirement does not apply
when:
(1) Reduction of the entire Cpv is achieved by application of runoff
reduction techniques or infiltration systems, or
(2) The site discharges directly to tidal waters, or fifth order or larger
streams.
(iv) Overbank Flood Control Criteria ("Qp"): Requires storage to attenuate
the post-development 10-year, 24-hour peak discharge rate (Qp) to
predevelopment rates. The Qp requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
(v) Extreme Flood Control Criteria ("Qf"): Requires storage to attenuate
the post-development 100-year, 24-hour peak discharge rate (Qf) to
predevelopment rates. The Qf requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
b. Sizing Criteria for New Development in Enhanced Phosphorus
Removal Watershed
(i) Runoff Reduction Volume (RRv): Reduce the total Water Quality
Volume (WQv) by application of RR techniques and standard SMPs
with RRv capacity. The total WQv is the runoff volume from the 1-year,
24 hour design storm over the post-developed watershed and shall be
5
(Part LC.2.b.i)
calculated in accordance with the criteria in Section 10.3 of the Design
Manual.
(ii) Minimum RRv and Treatment of Remaining Total WQv: Construction
activities that cannot meet the criteria in Part I.C.2.b.(i) of this permit
due to site limitations shall direct runoff from all newly constructed
impervious areas to a RR technique or standard SMP with RRv
capacity unless infeasible. The specific site limitations that prevent the
reduction of 100% of the WQv shall be documented in the SWPPP.
For each impervious area that is not directed to a RR technique or
standard SMP with RRv capacity, the SWPPP must include
documentation which demonstrates that all options were considered
and for each option explains why it is considered infeasible.
In no case shall the runoff reduction achieved from the newly
constructed impervious areas be less than the Minimum RRv as
calculated using the criteria in Section 10.3 of the Design Manual.
The remaining portion of the total WQv that cannot be reduced shall be
treated by application of standard SMPs.
(iii) Channel Protection Volume (Cpv): Provide 24 hour extended detention
of the post-developed 1-year, 24-hour storm event; remaining after
runoff reduction. The Cpv requirement does not apply when:
(1) Reduction of the entire Cpv is achieved by application of runoff
reduction techniques or infiltration systems, or
(2) The site discharges directly to tidal waters, or fifth order or larger
streams.
(iv) Overbank Flood Control Criteria (Qp): Requires storage to attenuate
the post-development 10-year, 24-hour peak discharge rate (Qp) to
predevelopment rates. The Qp requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
(v) Extreme Flood Control Criteria (Qf): Requires storage to attenuate the
post-development 100-year, 24-hour peak discharge rate (Qf) to
predevelopment rates. The Qf requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
6
(Part LC.2.c)
c. Sizing Criteria for Redevelopment Activity
(i) Water Quality Volume (WQv): The WQv treatment objective for
redevelopment activity shall be addressed by one of the following
options. Redevelopment activities located in an Enhanced Phosphorus
Removal Watershed (see Part III.B.3. and Appendix C of this permit)
shall calculate the WQv in accordance with Section 10.3 of the Design
Manual. All other redevelopment activities shall calculate the WQv in
accordance with Section 4.2 of the Design Manual.
(1) Reduce the existing impervious cover by a minimum of 25% of the
total disturbed, impervious area. The Soil Restoration criteria in
Section 5.1.6 of the Design Manual must be applied to all newly
created pervious areas, or
(2) Capture and treat a minimum of 25% of the WQv from the disturbed,
impervious area by the application of standard SMPs; or reduce 25%
of the WQv from the disturbed, impervious area by the application of
RR techniques or standard SMPs with RRv capacity., or
(3) Capture and treat a minimum of 75% of the WQv from the disturbed,
impervious area as well as any additional runoff from tributary areas
by application of the alternative practices discussed in Sections 9.3
and 9.4 of the Design Manual., or
(4) Application of a combination of 1, 2 and 3 above that provide a
weighted average of at least two of the above methods. Application
of this method shall be in accordance with the criteria in Section
9.2.1(B) (IV) of the Design Manual.
If there is an existing post-construction stormwater management
practice located on the site that captures and treats runoff from the
impervious area that is being disturbed, the WQv treatment option
selected must, at a minimum, provide treatment equal to the treatment
that was being provided by the existing practice(s) if that treatment is
greater than the treatment required by options 1 — 4 above.
(ii) Channel Protection Volume (Cpv): Not required if there are no
changes to hydrology that increase the discharge rate from the project
site.
(iii) Overbank Flood Control Criteria (Qp): Not required if there are no
changes to hydrology that increase the discharge rate from the project
site.
(iv) Extreme Flood Control Criteria (Qf): Not required if there are no
changes to hydrology that increase the discharge rate from the project
site
7
(Part LC.2.d)
d. Sizing Criteria for Combination of Redevelopment Activity and New
Development
Construction projects that include both New Development and Redevelopment
Activity shall provide post-construction stormwater management controls that
meet the sizing criteria calculated as an aggregate of the Sizing Criteria in Part
I.C.2.a. or b. of this permit for the New Development portion of the project and
Part I.C.2.c of this permit for Redevelopment Activity portion of the project.
D. Maintaining Water Quality
The Department expects that compliance with the conditions of this permit will control
discharges necessary to meet applicable water quality standards. It shall be a violation
of the ECL for any discharge to either cause or contribute to a violation of waterquality
standards as contained in Parts 700 through 705 of Title 6 of the Official Compilation of
Codes, Rules and Regulations of the State of New York, such as:
1. There shall be no increase in turbidity that will cause a substantial visible contrast
to natural conditions;
2. There shall be no increase in suspended, colloidal or settleable solids that will
cause deposition or impair the waters for their best usages; and
3. There shall be no residue from oil and floating substances, nor visible oil film, nor
globules of grease.
If there is evidence indicating that the stormwater discharges authorized by this permit
are causing, have the reasonable potential to cause, or are contributing to a violation of
the water quality standards; the owner or operator must take appropriate corrective
action in accordance with Part IV.C.5. of this general permit and document in
accordance with Part IV.C.4. of this general permit. To address the water quality
standard violation the owner or operator may need to provide additional information,
include and implement appropriate controls in the SWPPP to correct the problem, or
obtain an individual SPDES permit.
If there is evidence indicating that despite compliance with the terms and conditions of
this general permit it is demonstrated that the stormwater discharges authorized by this
permit are causing or contributing to a violation of water quality standards, or if the
Department determines that a modification of the permit is necessary to prevent a
violation of water quality standards, the authorized discharges will no longer be eligible
for coverage under this permit. The Department may require the owner or operator to
obtain an individual SPDES permit to continue discharging.
8
(Part I.E)
E. Eligibility Under This General Permit
1. This permit may authorize all discharges of stormwater from construction
activity to surface waters of the State and groundwaters except for ineligible
discharges identified under subparagraph F. of this Part.
2. Except for non-stormwater discharges explicitly listed in the next paragraph,
this permit only authorizes stormwater discharges; including stormwater runoff,
snowmelt runoff, and surFace runoff and drainage, from construction activities.
3. Notwithstanding paragraphs E.1 and E.2 above, the following non-stormwater
discharges are authorized by this permit: those listed in 6 NYCRR 750-
1.2(a)(29)(vi), with the following exception: "Discharges from firefighting
activities are authorized only when the firefighting activities are
emergencies/unplanned"; waters to which other components have not been
added that are used to control dust in accordance with the SWPPP; and
uncontaminated discharges from construction site de-watering operations. All
non-stormwater discharges must be identified in the SWPPP. Under all
circumstances, the owner or operator must still comply with water quality
standards in Part I.D of this permit.
4. The owner or operator must maintain permit eligibility to discharge under this
permit. Any discharges that are not compliant with the eligibility conditions of
this permit are not authorized by the permit and the owner or operator must
either apply for a separate permit to cover those ineligible discharges or take
steps necessary to make the discharge eligible for coverage.
F. Activities Which Are Ineligible for Coverage Under This General Permit
All of the following are not authorized by this permit:
1. Discharges after construction activities have been completed and the site has
undergone final stabilization;
2. Discharges that are mixed with sources of non-stormwater other than those
expressly authorized under subsection E.3. of this Part and identified in the
SWPPP required by this permit;
3. Discharges that are required to obtain an individual SPDES permit or another
SPDES general permit pursuant to Part VII.K. of this permit;
4. Construction activities or discharges from construction activities that may
adversely affect an endangered or threatened species unless the owner or
9
(Part I.F.4)
operator has obtained a permit issued pursuant to 6 NYCRR Part 182 for the
project or the Department has issued a letter of non-jurisdiction for the project.
All documentation necessary to demonstrate eligibility shall be maintained on
site in accordance with Part II.D.2 of this permit;
5. Discharges which either cause or contribute to a violation of water quality
standards adopted pursuant to the ECL and its accompanying regulations;
6. Construction activities for residential, commercial and institutional projects:
a. Where the discharges from the construction activities are tributary to waters
of the state classified as AA or AA-s; and
b. Which are undertaken on land with no existing impervious cover, and
c. Which disturb one (1) or more acres of land designated on the current
United States Department of Agriculture ("USDA") Soil Survey as Soil
Slope Phase "D", (provided the map unit name is inclusive of slopes greater
than 25%), or Soil Slope Phase "E" or "F" (regardless of the map unit
name), or a combination of the three designations.
7. Construction activities for linear transportation projects and linear utility
projects:
a. Where the discharges from the construction activities are tributary to waters
of the state classified as AA or AA-s; and
b. Which are undertaken on land with no existing impervious cover, and
c. Which disturb two (2) or more acres of land designated on the current USDA
Soil Survey as Soil Slope Phase "D" (provided the map unit name is inclusive of
slopes greater than 25%), or Soil Slope Phase "E" or "F" (regardless of the map
unit name), or a combination of the three designations.
10
(Part I.F.8)
8. Construction activities that have the potential to affect an historic property,
unless there is documentation that such impacts have been resolved. The
following documentation necessary to demonstrate eligibility with this
requirement shall be maintained on site in accordance with Part II.D.2 of this
permit and made available to the Department in accordance with Part VII.F of
this permit:
a. Documentation that the construction activity is not within an archeologically
sensitive area indicated on the sensitivity map, and that the construction
activity is not located on or immediately adjacent to a property listed or
determined to be eligible for listing on the National or State Registers of
Historic Places, and that there is no new permanent building on the
construction site within the following distances from a building, structure, or
object that is more than 50 years old, or if there is such a new permanent
building on the construction site within those parameters that NYS Office of
Parks, Recreation and Historic Preservation (OPRHP), a Historic
Preservation Commission of a Certified Local Government, or a qualified
preservation professional has determined that the building, structure, or
object more than 50 years old is not historically/archeologically significant.
■ 1-5 acres of disturbance - 20 feet
■ 5-20 acres of disturbance - 50 feet
■ 20+ acres of disturbance - 100 feet, or
b. DEC consultation form sent to OPRHP, and copied to the NYS DEC Agency
Historic Preservation Officer (APO), and
(i) the State Environmental Quality Review (SEQR) Environmental
Assessment Form (EAF) with a negative declaration or the Findings
Statement, with documentation of OPRHP's agreement with the
resolution; or
(ii) documentation from OPRHP that the construction activitywill result in
No Impact; or
(iii) documentation from OPRHP providing a determination of No Adverse
Impact; or
(iv) a Letter of Resolution signed by the owner/operator, OPRHP and the
DEC APO which allows for this construction activity to be eligible for
coverage under the general permit in terms of the State Historic
Preservation Act (SHPA); or
c. Documentation of satisfactory compliance with Section 106 of the National
Historic Preservation Act for a coterminous project area:
11
(Part I.F.8.c)
(i) No Affect
(ii) No Adverse Affect
(iii) Executed Memorandum of Agreement, or
d. Documentation that:
(i) SHPA Section 14.09 has been completed by NYS DEC or another state
agency.
9. Discharges from construction activities that are subject to an existing SPDES
individual or general permit where a SPDES permit for construction activity has
been terminated or denied; or where the owner or operator has failed to renew
an expired individual permit.
Part II. PERMIT COVERAGE
A. How to Obtain Coverage
1. An owner or operator of a construction activity that is not subject to the
requirements of a regulated, traditional land use control MS4 must first prepare
a SWPPP in accordance with all applicable requirements of this permit and
then submit a completed Notice of Intent (NOI) to the Department to be
authorized to discharge under this permit.
2. An owner or operator of a construction activity that is subject to the
requirements of a regulated, traditional land use control MS4 must first prepare
a SWPPP in accordance with all applicable requirements of this permit and
then have the SWPPP reviewed and accepted by the regulated, traditional land
use control MS4 prior to submitting the NOI to the Department. The owner or
operator shall have the "MS4 SWPPP Acceptance" form signed in accordance
with Part VII.H., and then submit that form along with a completed NOI to the
Department.
3. The requirement for an owner or operator to have its SWPPP reviewed and
accepted by the regulated, traditional land use control MS4 prior to submitting
the NOI to the Department does not apply to an owner or operator that is
obtaining permit coverage in accordance with the requirements in Part II.F.
(Change of Owner or Operator) or where the owner or operator of the
construction activity is the regulated, traditional land use control MS4 . This
exemption does not apply to construction activities subject to the New York City
Administrative Code.
12
(Part II.B)
B. Notice of Intent (NOI) Submittal
1. Prior to December 21, 2020, an owner or operator shall use either the
electronic (eN01) or paper version of the NOI that the Department prepared.
Both versions of the NOI are located on the Department's website
(http://www.dec.ny.gov/ ). The paper version of the NOI shall be signed in
accordance with Part VII.H. of this permit and submitted to the following
address:
NOTICE OF INTENT
NYS DEC, Bureau of Water Permits
625 Broadway, 4t" Floor
Albany, New York 12233-3505
2. Beginning December 21, 2020 and in accordance with EPA's 2015 NPDES
Electronic Reporting Rule (40 CFR Part 127), the owneroroperatormust submit
the NOI electronically using the Department's online NOI.
3. The owner or operator shall have the SWPPP preparer sign the "SWPPP
Preparer Certification" statement on the NOI prior to submitting the form to the
Department.
4. As of the date the NOI is submitted to the Department, the owner or operator
shall make the NOI and SWPPP available for review and copying in accordance
with the requirements in Part VII.F. of this permit.
C. Permit Authorization
1. An owner or operator shall not commence construction activity until their
authorization to discharge under this permit goes into effect.
2. Authorization to discharge under this permit will be effective when the owner or
operator has satisfied all of the following criteria:
a. project review pursuant to the State Environmental Quality Review Act
("SEQRA") have been satisfied, when SEQRA is applicable. See the
Department's website (http://www.dec.ny.qov/) for more information,
b. where required, all necessary Department permits subject to the Uniform
Procedures Act ("UPA") (see 6 NYCRR Part 621), or the equivalent from
another New York State agency, have been obtained, unless otherwise
notified by the Department pursuant to 6 NYCRR 621.3(a)(4). Owners or
operators of construction activities that are required to obtain UPA permits
13
(Part II.C.2.b)
must submit a preliminary SWPPP to the appropriate DEC Permit
Administrator at the Regional Office listed in Appendix F at the time all other
necessary UPA permit applications are submitted. The preliminary SWPPP
must include sufficient information to demonstrate that the construction
activity qualifies for authorization under this permit,
c. the final SWPPP has been prepared, and
d. a complete NOI has been submitted to the Department in accordance with
the requirements of this permit.
3. An owner or operator that has satisfied the requirements of Part II.C.2 above
will be authorized to discharge stormwater from their construction activity in
accordance with the following schedule:
a. For construction activities that are not subject to the requirements of a
regulated, traditional land use control MS4:
(i) Five (5) business days from the date the Department receives a
complete electronic version of the NOI (eN01) for construction activities
with a SWPPP that has been prepared in conformance with the design
criteria in the technical standard referenced in Part III.B.1 and the
performance criteria in the technical standard referenced in Parts III.B.,
2 or 3, for construction activities that require post-construction
stormwater management practices pursuant to Part III.C.; or
(ii) Sixty (60) business days from the date the Department receives a
complete NOI (electronic or paper version) for construction activities
with a SWPPP that has not been prepared in conformance with the
design criteria in technical standard referenced in Part III.B.1. or, for
construction activities that require post-construction stormwater
management practices pursuant to Part III.C., the performance criteria
in the technical standard referenced in Parts III.B., 2 or 3, or;
(iii) Ten (10) business days from the date the Department receives a
complete paper version of the NOI for construction activities with a
SWPPP that has been prepared in conformance with the design
criteria in the technical standard referenced in Part III.B.1 and the
performance criteria in the technical standard referenced in Parts III.B.,
2 or 3, for construction activities that require post-construction
stormwater management practices pursuant to Part III.C.
14
(Part II.C.3.b)
b. For construction activities that are subject to the requirements of a
regulated, traditional land use control MS4:
(i) Five (5) business days from the date the Department receives both a
complete electronic version of the NOI (eN01) and signed "MS4
SWPPP Acceptance" form, or
(ii) Ten (10) business days from the date the Department receives both a
complete paper version of the NOI and signed "MS4 SWPPP
Acceptance" form.
4. Coverage under this permit authorizes stormwater discharges from only those
areas of disturbance that are identified in the NOI. If an owner or operator
wishes to have stormwater discharges from future or additional areas of
disturbance authorized, they must submit a new NOI that addresses that phase
of the development, unless otherwise notified by the Department. The owner or
operator shall not commence construction activity on the future or additional
areas until their authorization to discharge under this permit goes into effect in
accordance with Part II.C. of this permit.
D. General Requirements For Owners or Operators With Permit Coverage
1. The owner or operator shall ensure that the provisions of the SWPPP are
implemented from the commencement of construction activity until all areas of
disturbance have achieved final stabilization and the Notice of Termination
("NOT") has been submitted to the Department in accordance with Part V. of
this permit. This includes any changes made to the SWPPP pursuant to Part
III.A.4. of this permit.
2. The owner or operator shall maintain a copy of the General Permit (GP-0-20-
001), NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance
form, inspection reports, responsible contractor's or subcontractor's certification
statement (see Part III.A.6.), and all documentation necessary to demonstrate
eligibility with this permit at the construction site until all disturbed areas have
achieved final stabilization and the NOT has been submitted to the Department.
The documents must be maintained in a secure location, such as a job trailer,
on-site construction office, or mailbox with lock. The secure location must be
accessible during normal business hours to an individual performing a
compliance inspection.
3. The owner or operator of a construction activity shall not disturb greater than
five (5) acres of soil at any one time without prior written authorization from the
Department or, in areas under the jurisdiction of a regulated, traditional land
15
(Part II.D.3)
use control MS4, the regulated, traditional land use control MS4 (provided the
regulated, traditional land use control MS4 is not the owner or operator of the
construction activity). At a minimum, the owner or operator must comply with
the following requirements in order to be authorized to disturb greater than five
(5) acres of soil at any one time:
a. The owner or operator shall have a qualified inspector conduct at least two
(2) site inspections in accordance with Part IV.C. of this permit every seven
(7) calendar days, for as long as greater than five (5) acres of soil remain
disturbed. The two (2) inspections shall be separated by a minimum of two
(2) full calendar days.
b. In areas where soil disturbance activity has temporarily or permanently
ceased, the application of soil stabilization measures must be initiated by
the end of the next business day and completed within seven (7) days from
the date the current soil disturbance activity ceased. The soil stabilization
measures selected shall be in conformance with the technical standard,
New York State Standards and Specifications for Erosion and Sediment
Control, dated November 2016.
c. The owner or operator shall prepare a phasing plan that defines maximum
disturbed area per phase and shows required cuts and fills.
d. The owner or operator shall install any additional site-specific practices
needed to protect water quality.
e. The owner or operator shall include the requirements above in their
SWPPP.
4. In accordance with statute, regulations, and the terms and conditions of this
permit, the Department may suspend or revoke an owner's oroperator's
coverage under this permit at any time if the Department determines that the
SWPPP does not meet the permit requirements or consistent with Part VII.K..
5. Upon a finding of significant non-compliance with the practices described in the
SWPPP or violation of this permit, the Department may order an immediate
stop to all activity at the site until the non-compliance is remedied. The stop
work order shall be in writing, describe the non-compliance in detail, and be
sent to the owner or operator.
6. For construction activities that are subject to the requirements of a regulated,
traditional land use control MS4, the owner or operator shall notify the
16
(Part II.D.6)
regulated, traditional land use control MS4 in writing of any planned
amendments or modifications to the post-construction stormwater management
practice component of the SWPPP required by Part II I.A. 4. and 5. of this
permit. Unless otherwise notified by the regulated, traditional land use control
MS4, the owner or operator shall have the SWPPP amendments or
modifications reviewed and accepted by the regulated, traditional land use
control MS4 prior to commencing construction of the post-construction
stormwater management practice.
E. Permit Coverage for Discharges Authorized Under GP-0-15-002
1. Upon renewal of SPDES General Permit for Stormwater Discharges from
Construction Activity (Permit No. GP-0-15-002), an owner or operator of a
construction activity with coverage under GP-0-15-002, as of the effective date
of GP- 0-20-001, shall be authorized to discharge in accordance with GP- 0-20-
001, unless otherwise notified by the Department.
An owner or operator may continue to implement the technical/design
components of the post-construction stormwater management controls
provided that such design was done in conformance with the technical
standards in place at the time of initial project authorization. However, they
must comply with the other, non-design provisions of GP-0-20-001.
F. Change of Owner or Operator
1. When property ownership changes or when there is a change in operational
control over the construction plans and specifications, the original owner or
operator must notify the new owner or operator, in writinq, of the requirement to
obtain permit coverage by submitting a NOI with the Department. For
construction activities subject to the requirements of a regulated, traditional
land use control MS4, the original owner or operator must also notify the MS4,
in writing, of the change in ownership at least 30 calendar days prior to the
change in ownership.
2. Once the new owner or operator obtains permit coverage, the original owner or
operator shall then submit a completed NOT with the name and permit
identification number of the new owner or operator to the Department at the
address in Part II.B.1. of this permit. If the original owner or operator maintains
ownership of a portion of the construction activity and will disturb soil, they must
maintain their coverage under the permit.
3. Permit coverage for the new owner or operatorwill be effective as of the date
the Department receives a complete NOI, provided the original owner or
17
(Part II.F.3)
operatorwas not subject to a sixty (60) business day authorization period that
has not expired as of the date the Department receives the NOI from the new
owner or operator.
Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
A. General SWPPP Requirements
1. A SWPPP shall be prepared and implemented by the owner or operator of
each construction activity covered by this permit. The SWPPP must document
the selection, design, installation, implementation and maintenance of the
control measures and practices that will be used to meet the effluent limitations
in Part I.B. of this permit and where applicable, the post-construction
stormwater management practice requirements in Part I.C. of this permit. The
SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be
submitted to the Department prior to the commencement of construction
activity. A copy of the completed, final NOI shall be included in the SWPPP.
2. The SWPPP shall describe the erosion and sediment control practices and
where required, post-construction stormwater management practices that will
be used and/or constructed to reduce the pollutants in stormwater discharges
and to assure compliance with the terms and conditions of this permit. In
addition, the SWPPP shall identify potential sources of pollution which may
reasonably be expected to affect the quality of stormwater discharges.
3. All SWPPPs that require the post-construction stormwater management
practice component shall be prepared by a qualified professional that is
knowledgeable in the principles and practices of stormwater management and
treatment.
4. The owner or operator must keep the SWPPP current so that it at all times
accurately documents the erosion and sediment controls practices that are
being used or will be used during construction, and all post-construction
stormwater management practices that will be constructed on the site. At a
minimum, the owneroroperatorshall amend the SWPPP, including
construction drawings:
a. whenever the current provisions prove to be ineffective in minimizing
pollutants in stormwater discharges from the site;
18
(Part III.A.4.b)
b. whenever there is a change in design, construction, or operation at the
construction site that has or could have an effect on the discharge of
pollutants;
c. to address issues or deficiencies identified during an inspection by the
qualified inspector, the Department or other regulatory authority; and
d. to document the final construction conditions.
5. The Department may notify the owner or operator at any time that the SWPPP
does not meet one or more of the minimum requirements of this permit. The
notification shall be in writing and identify the provisions of the SWPPP that
require modification. Within fourteen (14) calendar days of such notification, or
as otherwise indicated by the Department, the owner or operator shall make
the required changes to the SWPPP and submit written notification to the
Department that the changes have been made. If the owner or operator does
not respond to the Department's comments in the specified time frame, the
Department may suspend the owner's oroperator's coverage under this permit
or require the owner or operator to obtain coverage under an individual SPDES
permit in accordance with Part II.D.4. of this permit.
6. Prior to the commencement of construction activity, the owner or operator m ust
identify the contractor(s) and subcontractor(s) that will be responsible for
installing, constructing, repairing, replacing, inspecting and maintaining the
erosion and sediment control practices included in the SWPPP; and the
contractor(s) and subcontractor(s) that will be responsible for constructing the
post-construction stormwater management practices included in the SWPPP.
The owner or operator shall have each of the contractors and subcontractors
identify at least one person from their company that will be responsible for
implementation of the SWPPP. This person shall be known as the trained
contractor. The owner or operator shall ensure that at least one trained
contractor is on site on a daily basis when soil disturbance activities are being
performed.
The owner or operator shall have each of the contractors and subcontractors
identified above sign a copy of the following certification statement below
before they commence any construction activity:
"I hereby certify under penalty of law that I understand and agree to comply
with the terms and conditions of the SWPPP and agree to implement any
corrective actions identified by the qualified inspectorduring a site
inspection. I also understand that the owner or operator must comply with
19
(Part III.A.6)
the terms and conditions of the most current version of the New York State
Pollutant Discharge Elimination System ("SPDES") general permit for
stormwater discharges from construction activities and that it is unlawful for
any person to cause or contribute to a violation of water quality standards.
Furthermore, I am aware that there are significant penalties for submitting
false information, that I do not believe to be true, including the possibility of
fine and imprisonment for knowing violations"
In addition to providing the certification statement above, the certification page
must also identify the specific elements of the SWPPP that each contractor and
subcontractor will be responsible for and include the name and title of the
person providing the signature; the name and title of the trained contractor
responsible for SWPPP implementation; the name, address and telephone
number of the contracting firm; the address (or other identifying description) of
the site; and the date the certification statement is signed. The owner or
operator shall attach the certification statement(s) to the copy of the SWPPP
that is maintained at the construction site. If new or additional contractors are
hired to implement measures identified in the SWPPP after construction has
commenced, they must also sign the certification statement and provide the
information listed above.
7. For projects where the Department requests a copy of the SWPPP or
inspection reports, the owner or operator shall submit the documents in both
electronic (PDF only) and paper format within five (5) business days, unless
otherwise notified by the Department.
B. Required SWPPP Contents
1. Erosion and sediment control component -All SWPPPs prepared pursuant to
this permit shall include erosion and sediment control practices designed in
conformance with the technical standard, New York State Standards and
Specifications for Erosion and Sediment Control, dated November 2016. Where
erosion and sediment control practices are not designed in conformance with
the design criteria included in the technical standard, the owner or operator
must demonstrate equivalence to the technical standard. At a minimum, the
erosion and sediment control component of the SWPPP shall include the
following:
a. Background information about the scope of the project, including the
location, type and size of project
20
(Part 111.B.1.b)
b. A site map/construction drawing(s) for the project, including a general
location map. At a minimum, the site map shall show the total site area; all
improvements; areas of disturbance; areas that will not be disturbed;
existing vegetation; on-site and adjacent off-site surFace water(s);
floodplain/floodway boundaries; wetlands and drainage patterns that could
be affected by the construction activity; existing and final contours ;
locations of different soil types with boundaries; material, waste, borrow or
equipment storage areas located on adjacent properties; and location(s) of
the stormwater discharge(s);
c. A description of the soil(s) present at the site, including an identification of
the Hydrologic Soil Group (HSG);
d. A construction phasing plan and sequence of operations describing the
intended order of construction activities, including clearing and grubbing,
excavation and grading, utility and infrastructure installation and any other
activity at the site that results in soil disturbance;
e. A description of the minimum erosion and sediment control practices to be
installed or implemented for each construction activity that will result in soil
disturbance. Include a schedule that identifies the timing of initial placement
or implementation of each erosion and sediment control practice and the
minimum time frames that each practice should remain in place or be
implemented;
f. A temporary and permanent soil stabilization plan that meets the
requirements of this general permit and the technical standard, New York
State Standards and Specifications for Erosion and Sediment Control, dated
November 2016, for each stage of the project, including initial land clearing
and grubbing to project completion and achievement of final stabilization;
g. A site map/construction drawing(s) showing the specific location(s), size(s),
and length(s) of each erosion and sediment control practice;
h. The dimensions, material specifications, installation details, and operation
and maintenance requirements for all erosion and sediment control
practices. Include the location and sizing of any temporary sediment basins
and structural practices that will be used to divert flows from exposed soils;
i. A maintenance inspection schedule for the contractor(s) identified in Part
III.A.6. of this permit, to ensure continuous and effective operation of the
erosion and sediment control practices. The maintenance inspection
21
(Part 111.B.1.i)
schedule shall be in accordance with the requirements in the technical
standard, New York State Standards and Specifications for Erosion and
Sediment Control, dated November 2016;
j. A description of the pollution prevention measures that will be used to
control litter, construction chemicals and construction debris from becoming
a pollutant source in the stormwater discharges;
k. A description and location of any stormwater discharges associated with
industrial activity other than construction at the site, including, but not limited
to, stormwater discharges from asphalt plants and concrete plants located
on the construction site; and
I. Identification of any elements of the design that are not in conformance with
the design criteria in the technical standard, New York State Standards and
Specifications for Erosion and Sediment Control, dated November 2016.
Include the reason for the deviation or alternative design and provide
information which demonstrates that the deviation or alternative design is
equivalent to the technical standard.
2. Post-construction stormwater management practice component — The owner or
operator of any construction project identified in Table 2 of Appendix B as
needing post-construction stormwater management practices shall prepare a
SWPPP that includes practices designed in conformance with the applicable
sizing criteria in Part I.C.2.a., c. or d. of this permit and the performance criteria
in the technical standard, New York State Stormwater Management Design
Manual dated January 2015
Where post-construction stormwater management practices are not designed
in conformance with the performance criteria in the technical standard, the
owner or operator must include in the SWPPP the reason(s) for the deviation or
alternative design and provide information which demonstrates that the
deviation or alternative design is equivalent to the technical standard.
The post-construction stormwater management practice component of the
SWPPP shall include the following:
a. Identification of all post-construction stormwater management practices to
be constructed as part of the project. Include the dimensions, material
specifications and installation details for each post-construction stormwater
management practice;
22
(Part 111.B.2.b)
b. A site map/construction drawing(s) showing the specific location and size of
each post-construction stormwater management practice;
c. A Stormwater Modeling and Analysis Report that includes:
(i) Map(s) showing pre-development conditions, including
watershed/subcatchments boundaries, flow paths/routing, and design
points;
(ii) Map(s) showing post-development conditions, including
watershed/subcatchments boundaries, flow paths/routing, design
points and post-construction stormwater management practices;
(iii) Results of stormwater modeling (i.e. hydrology and hydraulic analysis)
for the required storm events. Include supporting calculations (model
runs), methodology, and a summary table that compares pre and post-
development runoff rates and volumes for the different storm events;
(iv) Summary table, with supporting calculations, which demonstrates that
each post-construction stormwater management practice has been
designed in conformance with the sizing criteria included in the Design
Manual;
(v) Identification of any sizing criteria that is not required based on the
requirements included in Part I.C. of this permit; and
(vi) Identification of any elements of the design that are not in conformance
with the performance criteria in the Design Manual. Include the
reason(s) for the deviation or alternative design and provide
information which demonstrates that the deviation or alternative design
is equivalent to the Design Manual;
d. Soil testing results and locations (test pits, borings);
e. Infiltration test results, when required; and
f. An operations and maintenance plan that includes inspection and
maintenance schedules and actions to ensure continuous and effective
operation of each post-construction stormwater management practice. The
plan shall identify the entity that will be responsible for the long term
operation and maintenance of each practice.
23
(Part III.B.3)
3. Enhanced Phosphorus Removal Standards - All construction projects identified
in Table 2 of Appendix B that are located in the watersheds identified in
Appendix C shall prepare a SWPPP that includes post-construction stormwater
management practices designed in conformance with the applicable sizing
criteria in Part I.C.2. b., c. or d. of this permit and the performance criteria,
Enhanced Phosphorus Removal Standards included in the Design Manual. At a
minimum, the post-construction stormwater management practice component
of the SWPPP shall include items 2.a - 2.f. above.
C. Required SWPPP Components by Project Type
Unless otherwise notified by the Department, owners or operators of construction
activities identified in Table 1 of Appendix B are required to prepare a SWPPP that only
includes erosion and sediment control practices designed in conformance with Part
III.B.1 of this permit. Owners oroperators of the construction activities identified in Table
2 of Appendix B shall prepare a SWPPP that also includes post-construction stormwater
management practices designed in conformance with Part III.B.2 or 3 of this permit.
Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS
A. General Construction Site Inspection and Maintenance Requirements
1. The owner or operator must ensure that all erosion and sediment control
practices (including pollution prevention measures) and all post-construction
stormwater management practices identified in the SWPPP are inspected and
maintained in accordance with Part IV.B. and C. of this permit.
2. The terms of this permit shall not be construed to prohibit the State of New
York from exercising any authority pursuant to the ECL, common law or federal
law, or prohibit New York State from taking any measures, whether civil or
criminal, to prevent violations of the laws of the State of New York or protect
the public health and safety and/or the environment.
B. Contractor Maintenance Inspection Requirements
1. The owner or operator of each construction activity identified in Tables 1 and 2
of Appendix B shall have a trained contractor inspect the erosion and sediment
control practices and pollution prevention measures being implemented within
the active work area daily to ensure that they are being maintained in effective
operating condition at all times. If deficiencies are identified, the contractor shall
24
(Part IV.B.1)
begin implementing corrective actions within one business day and shall
complete the corrective actions in a reasonable time frame.
2. For construction sites where soil disturbance activities have been temporarily
suspended (e.g. winter shutdown) and temporary stabilization measures have
been applied to all disturbed areas, the trained contractor can stop conducting
the maintenance inspections. The trained contractor shall begin conducting the
maintenance inspections in accordance with Part IV.B.1. of this permit as soon
as soil disturbance activities resume.
3. For construction sites where soil disturbance activities have been shut down
with partial project completion, the trained contractor can stop conducting the
maintenance inspections if all areas disturbed as of the project shutdown date
have achieved final stabilization and all post-construction stormwater
management practices required for the completed portion of the project have
been constructed in conformance with the SWPPP and are operational.
C. Qualified Inspector Inspection Requirements
The owner or operator shall have a qualified inspector conduct site inspections in
conformance with the following requirements:
[Note: The trained contractor identified in Part III.A.6. and IV.B. of this permit cannot
conduct the qualified inspectorsite inspections unless they meet the qualified inspector
qualifications included in Appendix A. In order to perForm these inspections, the trained
contractorwould have to be a:
■ licensed Professional Engineer,
■ Certified Professional in Erosion and Sediment Control (CPESC),
■ New York State Erosion and Sediment Control Certificate Program holder
■ Registered Landscape Architect, or
■ someone working under the direct supervision of, and at the same company as,
the licensed Professional Engineer or Registered Landscape Architect, provided
they have received four (4) hours of Department endorsed training in proper
erosion and sediment control principles from a Soil and Water Conservation
District, or other Department endorsed entity].
1. A qualified inspector shall conduct site inspections for all construction activities
identified in Tables 1 and 2 of Appendix B, with the exception of:
a. the construction of a single family residential subdivision with 25% or less
impervious coverat total site build-out that involves a soil disturbance of
one (1) or more acres of land but less than five (5) acres and is not located
25
(Part IV.C.1.a)
in one of the watersheds listed in Appendix C and not directly discharging to
one of the 303(d) segments listed in Appendix E;
b. the construction of a single family home that involves a soil disturbance of
one (1) or more acres of land but less than five (5) acres and is not located
in one of the watersheds listed in Appendix C and not directly discharging to
one of the 303(d) segments listed in Appendix E;
c. construction on agricultural property that involves a soil disturbance of one
(1) or more acres of land but less than five (5) acres; and
d. construction activities located in the watersheds identified in Appendix D
that involve soil disturbances between five thousand (5,000) square feet
and one (1) acre of land.
2. Unless otherwise notified by the Department, the qualified inspectorshall
conduct site inspections in accordance with the following timetable:
a. For construction sites where soil disturbance activities are on-going, the
qualified inspector shall conduct a site inspection at least once every seven
(7) calendar days.
b. For construction sites where soil disturbance activities are on-going and the
owner or operator has received authorization in accordance with Part I I.D.3
to disturb greater than five (5) acres of soil at any one time, the qualified
inspector shall conduct at least two (2) site inspections every seven (7)
calendar days. The two (2) inspections shall be separated by a minimum of
two (2) full calendar days.
c. For construction sites where soil disturbance activities have been
temporarily suspended (e.g. winter shutdown) and temporary stabilization
measures have been applied to all disturbed areas, the qualified inspector
shall conduct a site inspection at least once every thirty (30) calendar days.
The owner or operator shall notify the DOW Water (SPDES) Program
contact at the Regional Office (see contact information in Appendix F) or, in
areas under the jurisdiction of a regulated, traditional land use control MS4,
the regulated, traditional land use control MS4 (provided the regulated,
traditional land use control MS4 is not the owner or operator of the
construction activity) in writing prior to reducing the frequency of
inspections.
26
(Part IV.C.2.d)
d. For construction sites where soil disturbance activities have been shut down
with partial project completion, the qualified inspector can stop conducting
inspections if all areas disturbed as of the project shutdown date have
achieved final stabilization and all post-construction stormwater
management practices required for the completed portion of the project
have been constructed in conformance with the SWPPP and are
operational. The owner or operator shall notify the DOW Water (SPDES)
Program contact at the Regional Office (see contact information in Appendix
F) or, in areas under the jurisdiction of a regulated, traditional land use
control MS4, the regulated, traditional land use control MS4 (provided the
regulated, traditional land use control MS4 is not the owner or operator of
the construction activity) in writing prior to the shutdown. If soil disturbance
activities are not resumed within 2 years from the date of shutdown, the
owner or operator shall have the qualified inspector perform a final
inspection and certify that all disturbed areas have achieved final
stabilization, and all temporary, structural erosion and sediment control
measures have been removed; and that all post-construction stormwater
management practices have been constructed in conformance with the
SWPPP by signing the "Final Stabilization" and "Post-Construction
Stormwater Management Practice" certification statements on the NOT. The
owner or operator shall then submit the completed NOT form to the address
in Part II.B.1 of this permit.
e. For construction sites that directly discharge to one of the 303(d) segments
listed in Appendix E or is located in one of the watersheds listed in
Appendix C, the qualified inspector shall conduct at least two (2) site
inspections every seven (7) calendar days. The two (2) inspections shall be
separated by a minimum of two (2) full calendar days.
3. At a minimum, the qualified inspectorshall inspect all erosion and sediment
control practices and pollution prevention measures to ensure integrity and
effectiveness, all post-construction stormwater management practices under
construction to ensure that they are constructed in conformance with the
SWPPP, all areas of disturbance that have not achieved final stabilization, all
points of discharge to natural surface waterbodies located within, or
immediately adjacent to, the property boundaries of the construction site, and
all points of discharge from the construction site.
4. The qualified inspector shall prepare an inspection report subsequent to each
and every inspection. At a minimum, the inspection report shall include and/or
address the following:
27
(Part IV.C.4.a)
a. Date and time of inspection;
b. Name and title of person(s) perForming inspection;
c. A description of the weather and soil conditions (e.g. dry, wet, saturated) at
the time of the inspection;
d. A description of the condition of the runoff at all points of discharge from the
construction site. This shall include identification of any discharges of
sediment from the construction site. Include discharges from conveyance
systems (i.e. pipes, culverts, ditches, etc.) and overland flow;
e. A description of the condition of all natural surface waterbodies located
within, or immediately adjacent to, the property boundaries of the
construction site which receive runoff from disturbed areas. This shall
include identification of any discharges of sediment to the surFace
waterbody;
f. Identification of all erosion and sediment control practices and pollution
prevention measures that need repair or maintenance;
g. Identification of all erosion and sediment control practices and pollution
prevention measures that were not installed properly or are not functioning
as designed and need to be reinstalled or replaced;
h. Description and sketch of areas with active soil disturbance activity, areas
that have been disturbed but are inactive at the time of the inspection, and
areas that have been stabilized (temporary and/or final) since the last
inspection;
i. Current phase of construction of all post-construction stormwater
management practices and identification of all construction that is not in
conformance with the SWPPP and technical standards;
j. Corrective action(s) that must be taken to install, repair, replace or maintain
erosion and sediment control practices and pollution prevention measures;
and to correct deficiencies identified with the construction of the post-
construction stormwater management practice(s);
k. Identification and status of all corrective actions that were required by
previous inspection; and
28
(Part IV.C.4.1)
I. Digital photographs, with date stamp, that clearly show the condition of all
practices that have been identified as needing corrective actions. The
qualified inspector shall attach paper color copies of the digital photographs
to the inspection report being maintained onsite within seven (7) calendar
days of the date of the inspection. The qualified inspector shall also take
digital photographs, with date stamp, that clearly show the condition of the
practice(s) after the corrective action has been completed. The qualified
inspector shall attach paper color copies of the digital photographs to the
inspection report that documents the completion of the corrective action
work within seven (7) calendar days of that inspection.
5. Within one business day of the completion of an inspection, the qualified
inspector shall notify the owner or operator and appropriate contractor or
subcontractor identified in Part III.A.6. of this permit of any corrective actions
that need to be taken. The contractor or subcontractor shall begin implementing
the corrective actions within one business day of this notification and shall
complete the corrective actions in a reasonable time frame.
6. All inspection reports shall be signed by the qualified inspector. Pursuant to
Part II.D.2. of this permit, the inspection reports shall be maintained on site with
the SWPPP.
Part V. TERMINATION OF PERMIT COVERAGE
A. Termination of Permit Coverage
1. An owneroroperatorthat is eligible to terminate coverage under this permit
must submit a completed NOT form to the address in Part II.B.1 of this permit.
The NOT form shall be one which is associated with this permit, signed in
accordance with Part VII.H of this permit.
2. An owner or operator may terminate coverage when one or more the following
conditions have been met:
a. Total project completion - All construction activity identified in the SWPPP
has been completed; and all areas of disturbance have achieved final
stabilization; and all temporary, structural erosion and sediment control
measures have been removed; and all post-construction stormwater
management practices have been constructed in conformance with the
SWPPP and are operational;
29
(Part V.A.2.b)
b. Planned shutdown with partial project completion - All soil disturbance
activities have ceased; and all areas disturbed as of the project shutdown
date have achieved final stabilization; and all temporary, structural erosion
and sediment control measures have been removed; and all post-
construction stormwater management practices required for the completed
portion of the project have been constructed in conformance with the
SWPPP and are operational;
c. A new owner or operator has obtained coverage under this permit in
accordance with Part II.F. of this permit.
d. The owner or operator obtains coverage under an alternative SPDES
general permit or an individual SPDES permit.
3. For construction activities meeting subdivision 2a. or 2b. of this Part, the owner
or operator shall have the qualified inspector perForm a final site inspection
prior to submitting the NOT. The qualified inspector shall, by signing the "Final
Stabilization" and "Post-Construction Stormwater Management Practice
certification statements on the NOT, certify that all the requirements in Part
V.A.2.a. or b. of this permit have been achieved.
4. For construction activities that are subject to the requirements of a regulated,
traditional land use control MS4 and meet subdivision 2a. or 2b. of this Part, the
owner or operator shal I have the regulated, traditional land use control MS4
sign the "MS4 Acceptance" statement on the NOT in accordance with the
requirements in Part VII.H. of this permit. The regulated, traditional land use
control MS4 official, by signing this statement, has determined that it is
acceptable for the owner or operatorto submit the NOT in accordance with the
requirements of this Part. The regulated, traditional land use control MS4 can
make this determination by perForming a final site inspection themselves or by
accepting the qualified inspector's final site inspection certification(s) required
in Part V.A.3. of this permit.
5. For construction activities that require post-construction stormwater
management practices and meet subdivision 2a. of this Part, the owner or
operator must, prior to submitting the NOT, ensure one of the following:
a. the post-construction stormwater management practice(s) and any right-of-
way(s) needed to maintain such practice(s) have been deeded to the
municipality in which the practice(s) is located,
30
(Part V.A.5.b)
b. an executed maintenance agreement is in place with the municipality that
will maintain the post-construction stormwater management practice(s),
c. for post-construction stormwater management practices that are privately
owned, the owner or operator has a mechanism in place that requires
operation and maintenance of the practice(s) in accordance with the
operation and maintenance plan, such as a deed covenant in the owner or
operator's deed of record,
d. for post-construction stormwater management practices that are owned by
a public or private institution (e.g. school, university, hospital), government
agency or authority, or public utility; the owner or operator has policy and
procedures in place that ensures operation and maintenance of the
practices in accordance with the operation and maintenance plan.
Part VI. REPORTING AND RETENTION RECORDS
A. Record Retention
The owner or operator shall retain a copy of the NOI, NOI
Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form and any inspection
reports that were prepared in conjunction with this permit for a period of at least five (5)
years from the date that the Department receives a complete NOT submitted in
accordance with Part V. of this general permit.
B. Addresses
With the exception of the NOI, NOT, and MS4 SWPPP Acceptance form (which must
be submitted to the address referenced in Part II.B.1 of this permit), all written
correspondence requested by the Department, including individual permit applications,
shall be sent to the address of the appropriate DOW Water (SPDES) Program contact
at the Regional Office listed in Appendix F.
Part VII. STANDARD PERMIT CONDITIONS
A. Duty to Comply
The owner or operator must comply with all conditions of this permit. All contractors
and subcontractors associated with the project must comply with the terms of the
SWPPP. Any non-compliance with this permit constitutes a violation of the Clean Water
31
(Part VI I.A)
Act (CWA) and the ECL and is grounds for an enforcement action against the owner or
operator and/or the contractor/subcontractor; permit revocation, suspension or
modification; or denial of a permit renewal application. Upon a finding of significant non-
compliance with this permit or the applicable SWPPP, the Department may order an
immediate stop to all construction activity at the site until the non-compliance is
remedied. The stop work order shall be in writing, shall describe the non-compliance in
detail, and shall be sent to the owner or operator.
If any human remains or archaeological remains are encountered during excavation,
the owner or operator must immediately cease, or cause to cease, all construction
activity in the area of the remains and notify the appropriate Regional Water Engineer
(RWE). Construction activityshall not resume until written permission to do so has been
received from the RWE.
B. Continuation of the Expired General Permit
This permit expires five (5) years from the effective date. If a new general permit is not
issued prior to the expiration of this general permit, an owner or operatorwith coverage
under this permit may continue to operate and discharge in accordance with the terms
and conditions of this general permit, if it is extended pursuant to the State
Administrative Procedure Act and 6 NYCRR Part 621, until a new general permit is
issued.
C. Enforcement
Failure of the owner or operator, its contractors, subcontractors, agents and/or assigns
to strictly adhere to any of the permit requirements contained herein shall constitute a
violation of this permit. There are substantial criminal, civil, and administrative penalties
associated with violating the provisions of this permit. Fines of up to $37,500 per day
for each violation and imprisonment for up to fifteen (15) years may be assessed
depending upon the nature and degree of the offense.
D. Need to Halt or Reduce Activity Not a Defense
It shall not be a defense for an owner or operator in an enforcement action that it would
have been necessary to halt or reduce the construction activity in order to maintain
compliance with the conditions of this permit.
32
(Part VII.E)
E. Duty to Mitigate
The owner or operator and its contractors and subcontractors shall take all reasonable
steps to minimize or prevent any discharge in violation of this permit which has a
reasonable likelihood of adversely affecting human health or the environment.
F. Duty to Provide Information
The owner or operator shall furnish to the Department, within a reasonable specified
time period of a written request, all documentation necessary to demonstrate eligibility
and any information to determine compliance with this permit or to determine whether
cause exists for modifying or revoking this permit, or suspending or denying coverage
under this permit, in accordance with the terms and conditions of this permit. The NOI,
SWPPP and inspection reports required by this permit are public documents that the
owneroroperatormust make available for review and copying by any person within five
(5) business days of the owner or operator receiving a written request by any such
person to review these documents. Copying of documents will be done at the
requester's expense.
G. Other Information
When the owner or operator becomes aware that they failed to submit any relevant
facts, or submitted incorrect information in the NOI or in any of the documents required
by this permit , or have made substantive revisions to the SWPPP (e.g. the scope of the
project changes significantly, the type of post-construction stormwater management
practice(s) changes, there is a reduction in the sizing of the post-construction
stormwater management practice, or there is an increase in the disturbance area or
impervious area), which were not reflected in the original NOI submitted to the
Department, they shall promptly submit such facts or information to the Department
using the contact information in Part I I.A. of this permit. Failure of the owner or operator
to correct or supplement any relevant facts within five (5) business days of becoming
aware of the deficiency shall constitute a violation of this permit.
H. Signatory Requirements
1. All NOIs and NOTs shall be signed as follows:
a. For a corporation these forms shall be signed by a responsible corporate
officer. For the purpose of this section, a responsible corporate officer
means:
33
(Part VII.H.1.a)
(i) a president, secretary, treasurer, or vice-president of the corporation in
charge of a principal business function, or any other person who
perForms similar policy or decision-making functions for the
corporation; or
(ii) the manager of one or more manufacturing, production or operating
facilities, provided the manager is authorized to make management
decisions which govern the operation of the regulated facility including
having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive
measures to assure long term environmental compliance with
environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete
and accurate information for permit application requirements; and
where authority to sign documents has been assigned or delegated to
the manager in accordance with corporate procedures;
b. For a partnership or sole proprietorship these forms shall be signed by a
general partner or the proprietor, respectively; or
c. For a municipality, State, Federal, or other public agency these forms shall
be signed by either a principal executive officer or ranking elected official.
For purposes of this section, a principal executive officer of a Federal
agency includes:
(i) the chief executive officer of the agency, or
(ii) a senior executive officer having responsibility for the overall
operations of a principal geographic unit of the agency (e.g., Regional
Administrators of EPA).
2. The SWPPP and other information requested by the Department shall be
signed by a person described in Part VII.H.1. of this permit or by a duly
authorized representative of that person. A person is a duly authorized
representative only if:
a. The authorization is made in writing by a person described in Part VII.H.1.
of this permit;
b. The authorization specifies either an individual or a position having
responsibility for the overall operation of the regulated facility or activity,
such as the position of plant manager, operator of a well or a well field,
34
(Part VII.H.2.b)
superintendent, position of equivalent responsibility, or an individual or
position having overall responsibility for environmental matters for the
company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position) and,
c. The written authorization shall include the name, title and signature of the
authorized representative and be attached to the SWPPP.
3. All inspection reports shall be signed by the qualified inspector that perForms
the inspection.
4. The MS4 SWPPP Acceptance form shall be signed by the principal executive
officer or ranking elected official from the regulated, traditional land use control
MS4, or by a duly authorized representative of that person.
It shall constitute a permit violation if an incorrect and/or improper signatory
authorizes any required forms, SWPPP and/or inspection reports.
I. Property Rights
The issuance of this permit does not convey any property rights of any sort, nor any
exclusive privileges, nor does it authorize any injury to private property nor any invasion
of personal rights, nor any infringement of Federal, State or local laws or regulations.
Owners or operators must obtain any applicable conveyances, easements, licenses
and/or access to real property prior to commencing construction activity.
J. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstance, is held invalid, the
application of such provision to other circumstances, and the remainder of this permit
shall not be affected thereby.
K. Requirement to Obtain Coverage Under an Alternative Permit
1. The Department may require any owner or operator authorized by this permit to
apply for and/or obtain either an individual SPDES permit or another SPDES
general permit. When the Department requires any discharger authorized by a
general permit to apply for an individual SPDES permit, it shall notify the
discharger in writing that a permit application is required. This notice shall
35
(Part VII.K.1)
include a brief statement of the reasons for this decision, an application form,
a statement setting a time frame for the owner or operator to file the
application for an individual SPDES permit, and a deadline, not sooner than
180 days from owner or operator receipt of the notification letter, whereby the
authorization to discharge under this general permit shall be terminated.
Applications must be submitted to the appropriate Permit Administrator at the
Regional Office. The Department may grant additional time upon
demonstration, to the satisfaction of the Department, that additional time to
apply for an alternative authorization is necessary or where the Department
has not provided a permit determination in accordance with Part 621 of this
Title.
2. When an individual SPDES permit is issued to a discharger authorized to
discharge under a general SPDES permit for the same discharge(s), the
general permit authorization for outfalls authorized under the individual
SPDES permit is automatically terminated on the effective date of the
individual permit unless termination is earlier in accordance with 6 NYCRR
Part 750.
L. Proper Operation and Maintenance
The owneroroperatorshall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or
used by the owneroroperatorto achieve compliance with the conditions of this permit
and with the requirements of the SWPPP.
M. Inspection and Entry
The owner or operator shall allow an authorized representative of the Department,
EPA, applicable county health department, or, in the case of a construction site which
discharges through an MS4, an authorized representative of the MS4 receiving the
discharge, upon the presentation of credentials and other documents as may be
required by law, to:
1. Enter upon the owner's or operator's premises where a regulated facility or
activity is located or conducted or where records must be kept under the
conditions of this permit;
2. Have access to and copy at reasonable times, any records that must be kept
under the conditions of this permit; and
36
(Part VII.M.3)
3. Inspect at reasonable times any facilities or equipment (including monitoring
and control equipment), practices or operations regulated or required by this
permit.
4. Sample or monitor at reasonable times, for purposes of assuring permit
compliance or as otherwise authorized by the Act or ECL, any substances or
parameters at any location.
N. Permit Actions
This permit may, at any time, be modified, suspended, revoked, or renewed by the
Department in accordance with 6 NYCRR Part 621. The filing of a request by the
owneroroperatorfora permit modification, revocation and reissuance, termination, a
notification of planned changes or anticipated noncompliance does not limit, diminish
and/or stay compliance with any terms of this permit.
O. Definitions
Definitions of key terms are included in Appendix A of this permit.
P. Re-Opener Clause
1. If there is evidence indicating potential or realized impacts on water quality
due to any stormwater discharge associated with construction activity covered
by this permit, the owner or operator of such discharge may be required to
obtain an individual permit or alternative general permit in accordance with
Part VII.K. of this permit or the permit may be modified to include different
limitations and/or requirements.
2. Any Department initiated permit modification, suspension or revocation will be
conducted in accordance with 6 NYCRR Part 621, 6 NYCRR 750-1.18, and 6
NYCRR 750-1.20.
Q. Penalties for Falsification of Forms and Reports
In accordance with 6NYCRR Part 750-2.4 and 750-2.5, any person who knowingly
makes any false material statement, representation, or certification in any application,
record, report or other document filed or required to be maintained under this permit,
including reports of compliance or noncompliance shall, upon conviction, be punished
in accordance with ECL §71-1933 and or Articles 175 and 210 of the New York State
Penal Law.
37
(Part VII.R)
R. Other Permits
Nothing in this permit relieves the owneroroperatorfrom a requirement to obtain any
other permits required by law.
38
APPENDIX A— Acronyms and Definitions
Acronyms
APO —Agency Preservation Officer
BMP — Best Management Practice
CPESC — Certified Professional in Erosion and Sediment Control
Cpv — Channel Protection Volume
CWA— Clean Water Act (or the Federal Water Pollution Control Act, 33 U.S.C. §1251 et
seq)
DOW— Division of Water
EAF — Environmental Assessment Form
ECL - Environmental Conservation Law
EPA — U. S. Environmental Protection Agency
HSG — Hydrologic Soil Group
MS4 — Municipal Separate Storm Sewer System
NOI — Notice of Intent
NOT — Notice of Termination
NPDES — National Pollutant Discharge Elimination System
OPRHP — Office of Parks, Recreation and Historic Places
Qf— Extreme Flood
Qp — Overbank Flood
RRv — Runoff Reduction Volume
RWE — Regional Water Engineer
SEQR — State Environmental Quality Review
SEQRA - State Environmental Quality Review Act
SHPA — State Historic Preservation Act
SPDES — State Pollutant Discharge Elimination System
SWPPP — Stormwater Pollution Prevention Plan
TMDL — Total Maximum Daily Load
UPA — Uniform Procedures Act
USDA— United States Department of Agriculture
WQv —Water Quality Volume
39
Appendix A
Definitions
All definitions in this section are solely for the purposes of this permit.
Agricultural Building — a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock or other horticultural products; excluding any
structure designed, constructed or used, in whole or in part, for human habitation, as a
place of employment where agricultural products are processed, treated or packaged,
or as a place used by the public.
Agricultural Property —means the land for construction of a barn, agricultural building,
silo, stockyard, pen or other structural practices identified in Table II in the "Agricultural
Management Practices Catalog for Nonpoint Source Pollution in New York State"
prepared by the Department in cooperation with agencies of New York Nonpoint Source
Coordinating Committee (dated June 2007).
Alter Hydrology from Pre to Post-Development Conditions - means the post-
development peak flow rate(s) has increased by more than 5% of the pre-developed
condition for the design storm of interest (e.g. 10 yr and 100 yr).
Combined Sewer - means a sewer that is designed to collect and convey both
"sewage" and "stormwater".
Commence (Commencement o� Construction Activities - means the initial
disturbance of soils associated with clearing, grading or excavation activities; or other
construction related activities that disturb or expose soils such as demolition, stockpiling
of fill material, and the initial installation of erosion and sediment control practices
required in the SWPPP. See definition for "Construction Activity(ies)" also.
Construction Activity(ies) - means any clearing, grading, excavation, filling, demolition
or stockpiling activities that result in soil disturbance. Clearing activities can include, but
are not limited to, logging equipment operation, the cutting and skidding of trees, stump
removal and/or brush root removal. Construction activity does not include routine
maintenance that is perFormed to maintain the original line and grade, hydraulic
capacity, or original purpose of a facility.
Construction Site — means the land area where construction activity(ies) will occur.
See definition for "Commence (Commencement of) Construction Activities"and "Larger
Common Plan of Development or Sale"also.
Dewatering — means the act of draining rainwater and/or groundwater from building
foundations, vaults or excavations/trenches.
Direct Discharge (to a specific surface waterbody) - means that runoff flows from a
construction site by overland flow and the first point of discharge is the specific surface
waterbody, or runoff flows from a construction site to a separate storm sewer system
40
Appendix A
and the first point of discharge from the separate storm sewer system is the specific
surface waterbody.
Discharge(s) - means any addition of any pollutant to waters of the State through an
outlet or point source.
Embankment—means an earthen or rock slope that supports a road/highway.
Endangered or Threatened Species — see 6 NYCRR Part 182 of the Department's
rules and regulations for definition of terms and requirements.
Environmental Conservation Law (ECL) - means chapter 43-B of the Consolidated
Laws of the State of New York, entitled the Environmental Conservation Law.
Equivalent (Equivalence) — means that the practice or measure meets all the
performance, longevity, maintenance, and safety objectives of the technical standard
and will provide an equal or greater degree of water quality protection.
Final Stabilization - means that all soil disturbance activities have ceased and a
uniform, perennial vegetative cover with a density of eighty (80) percent over the entire
pervious surface has been established; or other equivalent stabilization measures, such
as permanent landscape mulches, rock rip-rap or washed/crushed stone have been
applied on all disturbed areas that are not covered by permanent structures, concrete or
pavement.
General SPDES permit - means a SPDES permit issued pursuant to 6 NYCRR Part
750-1.21 and Section 70-0117 of the ECL authorizing a category of discharges.
Groundwater(s) - means waters in the saturated zone. The saturated zone is a
subsurface zone in which all the interstices are filled with water under pressure greater
than that of the atmosphere. Although the zone may contain gas-filled interstices or
interstices filled with fluids other than water, it is still considered saturated.
Historic Property — means any building, structure, site, object or district that is listed on
the State or National Registers of Historic Places or is determined to be eligible for
listing on the State or National Registers of Historic Places.
Impervious Area (Cover) - means all impermeable surfaces that cannot effectively
infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots,
driveways, roads, runways and sidewalks); building rooftops and miscellaneous
impermeable structures such as patios, pools, and sheds.
Infeasible — means not technologically possible, or not economically practicable and
achievable in light of best industry practices.
41
Appendix A
Larger Common Plan of Development or Sale - means a contiguous area where
multiple separate and distinct construction activities are occurring, or will occur, under
one plan. The term "plan" in "larger common plan of development or sale" is broadly
defined as any announcement or piece of documentation (including a sign, public notice
or hearing, marketing plan, advertisement, drawing, permit application, State
Environmental Quality Review Act (SEQRA) environmental assessment form or other
documents, zoning request, computer design, etc.) or physical demarcation (including
boundary signs, lot stakes, surveyor markings, etc.) indicating that construction
activities may occur on a specific plot.
For discrete construction projects that are located within a larger common plan of
development or sale that are at least 1/4 mile apart, each project can be treated as a
separate plan of development or sale provided any interconnecting road, pipeline or
utility project that is part of the same "common plan" is not concurrently being disturbed.
Minimize — means reduce and/or eliminate to the extent achievable using control
measures (including best management practices) that are technologically available and
economically practicable and achievable in light of best industry practices.
Municipal Separate Storm Sewer (MS4) - a conveyance or system of conveyances
(including roads with drainage systems, municipal streets, catch basins, curbs, gutters,
ditches, man-made channels, or storm drains):
(i) Owned or operated by a State, city, town, borough, county, parish, district,
association, or other public body (created by or pursuant to State law) having
jurisdiction over disposal of sewage, industrial wastes, stormwater, or other
wastes, including special districts under State law such as a sewer district,
flood control district or drainage district, or similar entity, or an Indian tribe or
an authorized Indian tribal organization, or a designated and approved
management agency under section 208 of the CWA that discharges to
surface waters of the State;
(ii) Designed or used for collecting or conveying stormwater;
(iii) Which is not a combined sewer, and
(iv) Which is not part of a Publicly Owned Treatment Works (POTW) as defined
at 40 CFR 122.2.
National Pollutant Discharge Elimination System (NPDES) - means the national
system for the issuance of wastewater and stormwater permits under the Federal Water
Pollution Control Act (Clean Water Act).
Natural Buffer —means an undisturbed area with natural cover running along a surface
water (e.g. wetland, stream, river, lake, etc.).
New Development — means any land disturbance that does not meet the definition of
Redevelopment Activity included in this appendix.
42
Appendix A
New York State Erosion and Sediment Control Certificate Program — a certificate
program that establishes and maintains a process to identify and recognize individuals
who are capable of developing, designing, inspecting and maintaining erosion and
sediment control plans on projects that disturb soils in New York State. The certificate
program is administered by the New York State Conservation District Employees
Association.
NOI Acknowledgment Letter - means the letter that the Department sends to an
owner or operator to acknowledge the Department's receipt and acceptance of a
complete Notice of Intent. This letter documents the owner's or operator's authorization
to discharge in accordance with the general permit for stormwater discharges from
construction activity.
Nonpoint Source - means any source of water pollution or pollutants which is not a
discrete conveyance or point source permitted pursuant to Title 7 or 8 of Article 17 of
the Environmental Conservation Law (see ECL Section 17-1403).
Overbank —means flow events that exceed the capacity of the stream channel and spill
out into the adjacent floodplain.
Owner or Operator - means the person, persons or legal entity which owns or leases
the property on which the construction activity is occurring; an entity that has
operational control over the construction plans and specifications, including the ability to
make modifications to the plans and specifications; and/or an entity that has day-to-day
operational control of those activities at a project that are necessary to ensure
compliance with the permit conditions.
Performance Criteria — means the design criteria listed under the "Required Elements"
sections in Chapters 5, 6 and 10 of the technical standard, New York State Stormwater
Management Design Manual, dated January 2015. It does not include the Sizing
Criteria (i.e. WQv, RRv, Cpv, Qp and Qf ) in Part I.C.2. of the permit.
Point Source - means any discernible, confined and discrete conveyance, including but
not limited to any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container,
rolling stock, concentrated animal feeding operation, vessel or other floating craft, or
landfill leachate collection system from which pollutants are or may be discharged.
Pollutant - means dredged spoil, filter backwash, solid waste, incinerator residue,
sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials,
radioactive materials, heat, wrecked or discarded equipment, rock, sand and industrial,
municipal, agricultural waste and ballast discharged into water; which may cause or
might reasonably be expected to cause pollution of the waters of the state in
contravention of the standards or guidance values adopted as provided in 6 NYCRR
Parts 700 et seq .
43
Appendix A
Qualified Inspector - means a person that is knowledgeable in the principles and
practices of erosion and sediment control, such as a licensed Professional Engineer,
Certified Professional in Erosion and Sediment Control (CPESC), Registered
Landscape Architect, New York State Erosion and Sediment Control Certificate
Program holder or other Department endorsed individual(s).
It can also mean someone working under the direct supervision of, and at the same
company as, the licensed Professional Engineer or Registered Landscape Architect,
provided that person has training in the principles and practices of erosion and sediment
control. Training in the principles and practices of erosion and sediment control means
that the individual working under the direct supervision of the licensed Professional
Engineer or Registered Landscape Architect has received four (4) hours of Department
endorsed training in proper erosion and sediment control principles from a Soil and
Water Conservation District, or other Department endorsed entity. After receiving the
initial training, the individual working under the direct supervision of the licensed
Professional Engineer or Registered Landscape Architect shall receive four (4) hours of
training every three (3) years.
It can also mean a person that meets the Qualified Professional qualifications in
addition to the Qualified Inspectorqualifications.
Note: Inspections of any post-construction stormwater management practices that
include structural components, such as a dam for an impoundment, shall be perFormed
by a licensed Professional Engineer.
Qualified Professional - means a person that is knowledgeable in the principles and
practices of stormwater management and treatment, such as a licensed Professional
Engineer, Registered Landscape Architect or other Department endorsed individual(s).
Individuals preparing SWPPPs that require the post-construction stormwater
management practice component must have an understanding of the principles of
hydrology, water quality management practice design, water quantity control design,
and, in many cases, the principles of hydraulics. All components of the SWPPP that
involve the practice of engineering, as defined by the NYS Education Law (see Article
145), shall be prepared by, or under the direct supervision of, a professional engineer
licensed to practice in the State of New York.
Redevelopment Activity(ies) — means the disturbance and reconstruction of existing
impervious area, including impervious areas that were removed from a project site within
five (5) years of preliminary project plan submission to the local government (i.e. site plan,
subdivision, etc.).
Regulated, Traditional Land Use Control MS4 - means a city, town or village with
land use control authority that is authorized to discharge under New York State DEC's
44
Appendix A
SPDES General Permit For Stormwater Discharges from Municipal Separate
Stormwater Sewer Systems (MS4s) or the City of New York's Individual SPDES Permit
for their Municipal Separate Storm Sewer Systems (NY-0287890).
Routine Maintenance Activity - means construction activity that is performed to
maintain the original line and grade, hydraulic capacity, or original purpose of a facility,
including, but not limited to:
■ Re-grading of gravel roads or parking lots,
■ Cleaning and shaping of existing roadside ditches and culverts that maintains
the approximate original line and grade, and hydraulic capacity of the ditch,
■ Cleaning and shaping of existing roadside ditches that does not maintain the
approximate original grade, hydraulic capacity and purpose of the ditch if the
changes to the line and grade, hydraulic capacity or purpose of the ditch are
installed to improve water quality and quantity controls (e.g. installing grass
lined ditch),
■ Placement of aggregate shoulder backing that stabilizes the transition between
the road shoulder and the ditch or embankment,
■ Full depth milling and filling of existing asphalt pavements, replacement of
concrete pavement slabs, and similar work that does not expose soil or disturb
the bottom six (6) inches of subbase material,
■ Long-term use of equipment storage areas at or near highway maintenance
facilities,
■ Removal of sediment from the edge of the highway to restore a previously
existing sheet-flow drainage connection from the highway surface to the
highway ditch or embankment,
■ Existing use of Canal Corp owned upland disposal sites for the canal, and
■ Replacement of curbs, gutters, sidewalks and guide rail posts.
Site limitations — means site conditions that prevent the use of an infiltration technique
and or infiltration of the total WQv. Typical site limitations include: seasonal high
groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5
inches/hour. The existence of site limitations shall be confirmed and documented using
actual field testing (i.e. test pits, soil borings, and infiltration test) or using information
from the most current United States Department of Agriculture (USDA) Soil Survey for
the County where the project is located.
Sizing Criteria — means the criteria included in Part I.C.2 of the permit that are used to
size post-construction stormwater management control practices. The criteria include;
Water Quality Volume (WQv), Runoff Reduction Volume (RRv), Channel Protection
Volume (Cpv), Overbank Flood (Qp), and Extreme Flood (Qf).
State Pollutant Discharge Elimination System (SPDES) - means the system
established pursuant to Article 17 of the ECL and 6 NYCRR Part 750 for issuance of
permits authorizing discharges to the waters of the state.
45
Appendix A
Steep Slope — means land area designated on the current United States Department of
Agriculture ("USDA") Soil Survey as Soil Slope Phase "D", (provided the map unit name
is inclusive of slopes greater than 25%) , or Soil Slope Phase E or F, (regardless of the
map unit name), or a combination of the three designations.
Streambank — as used in this permit, means the terrain alongside the bed of a creek or
stream. The bank consists of the sides of the channel, between which the flow is confined.
Stormwater Pollution Prevention Plan (SWPPP) — means a project specific report,
including construction drawings, that among other things: describes the construction
activity(ies), identifies the potential sources of pollution at the construction site; describes
and shows the stormwater controls that will be used to control the pollutants (i.e. erosion
and sediment controls; for many projects, includes post-construction stormwater
management controls); and identifies procedures the owneroroperatorwill implement to
comply with the terms and conditions of the permit. See Part III of the permit for a
complete description of the information that must be included in the SWPPP.
Surface Waters of the State - shall be construed to include lakes, bays, sounds,
ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes,
inlets, canals, the Atlantic ocean within the territorial seas of the state of New York and
all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt,
public or private (except those private waters that do not combine or effect a junction
with natural surFace waters), which are wholly or partially within or bordering the state
or within its jurisdiction. Waters of the state are further defined in 6 NYCRR Parts 800 to
941.
Temporarily Ceased — means that an existing disturbed area will not be disturbed
again within 14 calendar days of the previous soil disturbance.
Temporary Stabilization - means that exposed soil has been covered with material(s)
as set forth in the technical standard, New York Standards and Specifications for
Erosion and Sediment Control, to prevent the exposed soil from eroding. The materials
can include, but are not limited to, mulch, seed and mulch, and erosion control mats
(e.g. jute twisted yarn, excelsior wood fiber mats).
Total Maximum Daily Loads (TMDLs) -A TMDL is the sum of the allowable loads of a
single pollutant from all contributing point and nonpoint sources. It is a calculation of the
maximum amount of a pollutant that a waterbody can receive on a daily basis and still
meet water quality standards, and an allocation of that amount to the pollutant's
sources. A TMDL stipulates wasteload allocations (WLAs) for point source discharges,
load allocations (LAs) for nonpoint sources, and a margin of safety (MOS).
Trained Contractor - means an employee from the contracting (construction) company,
identified in Part III.A.6., that has received four (4) hours of Department endorsed
46
Appendix A
training in proper erosion and sediment control principles from a Soil and Water
Conservation District, or other Department endorsed entity. After receiving the initial
training, the trained contractorshall receive four (4) hours of training every three (3)
years.
It can also mean an employee from the contracting (construction) company, identified in
Part I I I.A.6., that meets the qualified inspector qualifications (e.g. licensed Professional
Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered
Landscape Architect, New York State Erosion and Sediment Control Certificate
Program holder, or someone working under the direct supervision of, and at the same
company as, the licensed Professional Engineer or Registered Landscape Architect,
provided they have received four (4) hours of Department endorsed training in proper
erosion and sediment control principles from a Soil and Water Conservation District, or
other Department endorsed entity).
The trained contractor is responsible for the day to day implementation of the SWPPP.
Uniform Procedures Act (UPA) Permit - means a permit required under 6 NYCRR
Part 621 of the Environmental Conservation Law (ECL), Article 70.
Water Quality Standard - means such measures of purity or quality for any waters in
relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et
seq.
47
APPENDIX B — Required SWPPP Components by Project Type
Table 1
Construction Activities that Require the Preparation of a SWPPP That Only
Includes Erosion and Sediment Controls
The following construction activities that involve soil disturbances of one (1) or more acres of
land, but less than five (5) acres:
• Single family home not located in one of the watersheds listed in Appendix C or not directly
discharging to one of the 303(d) segments listed in Appendix E
• Single family residential subdivisions with 25% or less impervious cover at total site build-out and
not located in one of the watersheds listed in Appendix C and not directly discharging to one of the
303(d)segments listed in Appendix E
• Construction of a barn or other agricultural building, silo, stock yard or pen.
The following construction activities that involve soil disturbances between five thousand (5000)
square feet and one (1)acre of land:
All construction activities located in the watersheds identified in Appendix D that involve soil
disturbances between five thousand (5,000) square feet and one (1) acre of land.
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Installation of underground, linear utilities; such as gas lines, fiber-optic cable, cable TV,
electric, telephone, sewer mains, and water mains
• Environmental enhancement projects, such as wetland mitigation projects, stormwater retrofits and
stream restoration projects
• Pond construction
• Linear bike paths running through areas with vegetative cover, including bike paths surfaced with an
impervious cover
• Cross-country ski trails and walking/hiking trails
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are not part of
residential, commercial or institutional development;
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that include
incidental shoulder or curb work along an existing highway to support construction of the sidewalk,
bike path or walking path.
• Slope stabilization projects
• Slope flattening that changes the grade of the site, but does not significantly change the runoff
characteristics
48
Appendix B
TaI�I@ � (COIltI11U@CI� CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A
SWPPP
THAT ONLY INCLUDES EROSION AND SEDIMENT CONTROLS
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Spoil areas that will be covered with vegetation
• Vegetated open space projects (i.e. recreational parks, lawns, meadows, fields, downhill ski trails)
excluding projects that alter hydrology from pre to post development conditions,
• Athletic fields (natural grass)that do not include the construction or reconstruction of impervious
area and do not alter hydrology from pre to post development conditions
• Demolition project where vegetation will be established, and no redevelopment is planned
• Overhead electric transmission line project that does not include the construction of permanent
access roads or parking areas surfaced with impervious cover
• Structural practices as identified in Table II in the "Agricultural Management Practices Catalog for
Nonpoint Source Pollution in New York State", excluding projects that involve soil disturbances of
greater than five acres and construction activities that include the construction or reconstruction of
impervious area
• Temporary access roads, median crossovers, detour roads, lanes, or other temporary impervious
areas that will be restored to pre-construction conditions once the construction activity is complete
49
Appendix B
Table 2
CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES
POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Single family home located in one of the watersheds listed in Appendix C or directly discharging to
one of the 303(d)segments listed in Appendix E
• Single family home that disturbs five (5)or more acres of land
• Single family residential subdivisions located in one of the watersheds listed in Appendix C or
directly discharging to one of the 303(d) segments listed in Appendix E
• Single family residential subdivisions that involve soil disturbances of between one (1) and five (5)
acres of land with greater than 25% impervious cover at total site build-out
• Single family residential subdivisions that involve soil disturbances of five (5)or more acres of land,
and single family residential subdivisions that involve soil disturbances of less than five (5) acres
that are part of a larger common plan of development or sale that will ultimately disturb five or more
acres of land
• Multi-family residential developments; includes duplexes, townhomes, condominiums, senior
housing complexes, apartment complexes, and mobile home parks
• Airports
• Amusement parks
• Breweries, cideries, and wineries, including establishments constructed on agricultural land
• Campgrounds
• Cemeteries that include the construction or reconstruction of impervious area (>5%of disturbed
area)or alter the hydrology from pre to post development conditions
• Commercial developments
• Churches and other places of worship
• Construction of a barn or other agricultural building(e.g. silo) and structural practices as identified in
Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New
York State"that include the construction or reconstruction of impervious area, excluding projects
that involve soil disturbances of less than five acres.
• Golf courses
• Institutional development; includes hospitals, prisons, schools and colleges
• Industrial facilities; includes industrial parks
• Landfills
• Municipal facilities; includes highway garages, transfer stations, office buildings, POTW's, water
treatment plants, and water storage tanks
• Office complexes
• Playgrounds that include the construction or reconstruction of impervious area
• Sports complexes
• Racetracks; includes racetracks with earthen (dirt)surface
• Road construction or reconstruction, including roads constructed as part of the construction
activities listed in Table 1
50
Appendix B
Table 2 (Continued)
CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES
POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Parking lot construction or reconstruction, including parking lots constructed as part of the
construction activities listed in Table 1
• Athletic fields (natural grass)that include the construction or reconstruction of impervious area (>5%
of disturbed area) or alter the hydrology from pre to post development conditions
• Athletic fields with artificial turf
• Permanent access roads, parking areas, substations, compressor stations and well drilling pads,
surfaced with impervious cover, and constructed as part of an over-head electric transmission line
project, wind-power project, cell tower project, oil or gas well drilling project, sewer or water main
project or other linear utility project
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are part of a
residential, commercial or institutional development
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are part of a
highway construction or reconstruction project
• All other construction activities that include the construction or reconstruction of impervious area or
alter the hydrology from pre to post development conditions, and are not listed in Table 1
51
APPENDIX C — Watersheds Requiring Enhanced Phosphorus Removal
Watersheds where owners or operators of construction activities identified in
Table 2 of Appendix B must prepare a SWPPP that includes post-construction
stormwater management practices designed in conformance with the Enhanced
Phosphorus Removal Standards included in the technical standard, New York
State Stormwater Management Design Manual ("Design Manual").
• Entire New York City Watershed located east of the Hudson River - Figure 1
• Onondaga Lake Watershed - Figure 2
• Greenwood Lake Watershed -Figure 3
• Oscawana Lake Watershed — Figure 4
• Kinderhook Lake Watershed — Fi ure 5
52
Appendix C
Fiqure 1 - New York Citv Watershed East of the Hudson
EEKMAN
EAST FISHKILL
� PAWLING
�
ATTERSaN
KENT
� SDLJTH EAST
PUT AM VALLE
CARMEL B�WSTER
N RTH SALEM
S�MERS
COR A T VIlISB�RD
RKTOW
EDFORD
� N RIDG
OUN K CO
W TLE
RTH CAST
M U LEASAN
� HA SaN
� 0 EaH Watershed
53
Appendix C
Fiqure 2 - Onondaqa Lake Watershed
�
CLRY
CICER�
VAN gLJ R EN �"�'""�� ��:, N� H � .,.. LJ S�F�-r--4
'� �, � _ „_ .� ��
�'`�� ��� ��
LI V�I�,���L
�
`� SALINA MAN LJS
:.. __ _
,-�,. : ., ,
._ � x�
S�3LVA'Y EAST �l�A� SE
AMII�LUS G DDES �`�
ELBRI D�
- � SYRACU `� �
� DEWITT
,�,,.�_,�. _ �,�.,��
��
k
; ARCELLUS ���
;
SKAN ATELES p�p�DR�R
�. I
-�
�
�
; _
���' �`� LAFAYET E s
,:,� �TISC� .�— _ �
��� � � � � - �`
� PAFF D � �� �
�
TLJ LLY �
�
�
�.
�
,�, . a.�.,.,� ,
� , �
0 Ph sphorus Wate s ecl������ �--�
�—PREBLE
�
54
Appendix C
Fiqure 3 - Greenwood Lake Watershed
WARWICK �
�
GREENWOOD LAKE �
0 Phosphorus Watershed
55
Appendix C
Fiqure 4 - Oscawana Lake Watershed
PHILIPSTQWN . I
I
i
KENT
� --—
�
PUTNAM VAL�.EY
+�r . .
�
,'
' ' �--�SCAWANA LAKE �
f �'I ' � �
~ 4
� 4
� `�
r� ���
{!'�
i ��y�
� ��Z -_
�~y '
�v`
I
I
I
CARMEL
� Ph�sphorus Watersh ed
56
Appendix C
Fiqure 5 - Kinderhook Lake Watershed
S,�N D LAKE
�!AS�' ����N�'l��H
� ��"''��--•�?�
� p
1tilAS SI�U
�Ff�D�a�K
� ,� iVE� LEB�JVI
�
�
�
FCINaERH�rJ K � .
�� �GH�THl�;2k+1
C�I,�.�N
1f�41 E1TIF
Ta�m,�Iill�9�.c�r Cr�+�vrrder'�'#vr f�xr V�r4c 5#aL� o � z �r�u�s
� FCm�ioOk L_eA4��4'�k€�11� � r i i � r i i �
57
APPENDIX D — Watersheds with Lower Disturbance Threshold
Watersheds where owners or operators of construction activities that involve soil
disturbances between five thousand (5000) square feet and one (1) acre of land
must obtain coverage under this permit.
Entire New York City Watershed that is located east of the Hudson River - See Figure
1 in Appendix C
58
APPENDIX E — 303(d) Segments Impaired by Construction Related Pollutant(s)
List of 303(d) segments impaired by pollutants related to construction activity(e.g. silt, sediment
or nutrients). The list was developed using "The Final New York State 2016 Section 303(d) List
of Impaired Waters Requiring a TMDL/Other Strategy" dated November 2016. Owners or
operators of single family home and single family residential subdivisions with 25% or less total
impervious cover at total site build-out that involve soil disturbances of one or more acres of
land, but less than 5 acres, and directly discharge to one of the listed segments below shall
prepare a SWPPP that includes post-construction stormwater management practices designed
in conformance with the New York State Stormwater Management Design Manual ("Design
Manual"), dated January 2015.
COUNTY WATERBODY POLLUTANT
Albany Ann Lee (Shakers) Pond, Stump Pond Nutrients
Albany Basic Creek Reservoir Nutrients
Allegany Amity Lake, Saunders Pond Nutrients
Bronx Long Island Sound, Bronx Nutrients
Bronx Van Cortlandt Lake Nutrients
Broome Fly Pond, Deer Lake, Sky Lake Nutrients
Broome Minor Tribs to Lower Susquehanna (north) Nutrients
Broome Whitney Point Lake/Reservoir Nutrients
Cattaraugus Allegheny River/Reservoir Nutrients
Cattaraugus Beaver (Alma) Lake Nutrients
Cattaraugus Case Lake Nutrients
Cattaraugus Linlyco/Club Pond Nutrients
Cayuga Duck Lake Nutrients
Cayuga Little Sodus Bay Nutrients
Chautauqua Bear Lake Nutrients
Chautauqua Chadakoin River and tribs Nutrients
Chautauqua Chautauqua Lake, North Nutrients
Chautauqua Chautauqua Lake, South Nutrients
Chautauqua Findley Lake Nutrients
Chautauqua Hulburt/Clymer Pond Nutrients
Clinton Great Chazy River, Lower, Main Stem Silt/Sediment
Clinton Lake Champlain, Main Lake, Middle Nutrients
Clinton Lake Champlain, Main Lake, North Nutrients
Columbia Kinderhook Lake Nutrients
Columbia Robinson Pond Nutrients
Cortland Dean Pond Nutrients
59
303(d) Segments Impaired by Construction Related Pollutant(s)
Dutchess Fall Kill and tribs Nutrients
Dutchess Hillside Lake Nutrients
Dutchess Wappingers Lake Nutrients
Dutchess Wappingers Lake Silt/Sediment
Erie Beeman Creek and tribs Nutrients
Erie Ellicott Creek, Lower, and tribs Silt/Sediment
Erie Ellicott Creek, Lower, and tribs Nutrients
Erie Green Lake Nutrients
Erie Little Sister Creek, Lower, and tribs Nutrients
Erie Murder Creek, Lower, and tribs Nutrients
Erie Rush Creek and tribs Nutrients
Erie Scajaquada Creek, Lower, and tribs Nutrients
Erie Scajaquada Creek, Middle, and tribs Nutrients
Erie Scajaquada Creek, Upper, and tribs Nutrients
Erie South Branch Smoke Cr, Lower, and tribs Silt/Sediment
Erie South Branch Smoke Cr, Lower, and tribs Nutrients
Essex Lake Champlain, Main Lake, South Nutrients
Essex Lake Champlain, South Lake Nutrients
Essex Willsboro Bay Nutrients
Genesee Bigelow Creek and tribs Nutrients
Genesee Black Creek, Middle, and minor tribs Nutrients
Genesee Black Creek, Upper, and minor tribs Nutrients
Genesee Bowen Brook and tribs Nutrients
Genesee LeRoy Reservoir Nutrients
Genesee Oak Orchard Cr, Upper, and tribs Nutrients
Genesee Tonawanda Creek, Middle, Main Stem Nutrients
Greene Schoharie Reservoir Silt/Sediment
Greene Sleepy Hollow Lake Silt/Sediment
Herkimer Steele Creek tribs Silt/Sediment
Herkimer Steele Creek tribs Nutrients
Jefferson Moon Lake Nutrients
Kings Hendrix Creek Nutrients
Kings Prospect Park Lake Nutrients
Lewis Mill Creek/South Branch, and tribs Nutrients
Livingston Christie Creek and tribs Nutrients
Livingston Conesus Lake Nutrients
Livingston Mill Creek and minor tribs Silt/Sediment
Monroe Black Creek, Lower, and minor tribs Nutrients
Monroe Buck Pond Nutrients
Monroe Cranberry Pond Nutrients
60
303(d) Segments Impaired by Construction Related Pollutant(s)
Monroe Lake Ontario Shoreline, Western Nutrients
Monroe Long Pond Nutrients
Monroe Mill Creek and tribs Nutrients
Monroe Mill Creek/Blue Pond Outlet and tribs Nutrients
Monroe Minor Tribs to Irondequoit Bay Nutrients
Monroe Rochester Embayment- East Nutrients
Monroe Rochester Embayment-West Nutrients
Monroe Shipbuilders Creek and tribs Nutrients
Monroe Thomas Creek/White Brook and tribs Nutrients
Nassau Beaver Lake Nutrients
Nassau Camaans Pond Nutrients
Nassau East Meadow Brook, Upper, and tribs Silt/Sediment
Nassau East Rockaway Channel Nutrients
Nassau Grant Park Pond Nutrients
Nassau Hempstead Bay Nutrients
Nassau Hempstead Lake Nutrients
Nassau Hewlett Bay Nutrients
Nassau Hog Island Channel Nutrients
Nassau Long Island Sound, Nassau County Waters Nutrients
Nassau Massapequa Creek and tribs Nutrients
Nassau Milburn/Parsonage Creeks, Upp, and tribs Nutrients
Nassau Reynolds Channel,west Nutrients
Nassau Tidal Tribs to Hempstead Bay Nutrients
Nassau Tribs (fresh)to East Bay Nutrients
Nassau Tribs (fresh)to East Bay Silt/Sediment
Nassau Tribs to Smith/Halls Ponds Nutrients
Nassau Woodmere Channel Nutrients
New York Harlem Meer Nutrients
New York The Lake in Central Park Nutrients
Niagara Bergholtz Creek and tribs Nutrients
Niagara Hyde Park Lake Nutrients
Niagara Lake Ontario Shoreline, Western Nutrients
Niagara Lake Ontario Shoreline, Western Nutrients
Oneida Ballou, Nail Creeks and tribs Nutrients
Onondaga Harbor Brook, Lower, and tribs Nutrients
Onondaga Ley Creek and tribs Nutrients
Onondaga Minor Tribs to Onondaga Lake Nutrients
Onondaga Ninemile Creek, Lower, and tribs Nutrients
Onondaga Onondaga Creek, Lower, and tribs Nutrients
Onondaga Onondaga Creek, Middle, and tribs Nutrients
61
303(d) Segments Impaired by Construction Related Pollutant(s)
Onondaga Onondaga Lake, northern end Nutrients
Onondaga Onondaga Lake, southern end Nutrients
Ontario Great Brook and minor tribs Silt/Sediment
Ontario Great Brook and minor tribs Nutrients
Ontario Hemlock Lake Outlet and minor tribs Nutrients
Ontario Honeoye Lake Nutrients
Orange Greenwood Lake Nutrients
Orange Monhagen Brook and tribs Nutrients
Orange Orange Lake Nutrients
Orleans Lake Ontario Shoreline, Western Nutrients
Orleans Lake Ontario Shoreline, Western Nutrients
Oswego Lake Neatahwanta Nutrients
Oswego Pleasant Lake Nutrients
Putnam Bog Brook Reservoir Nutrients
Putnam Boyd Corners Reservoir Nutrients
Putnam Croton Falls Reservoir Nutrients
Putnam Diverting Reservoir Nutrients
Putnam East Branch Reservoir Nutrients
Putnam Lake Carmel Nutrients
Putnam Middle Branch Reservoir Nutrients
Putnam Oscawana Lake Nutrients
Putnam Palmer Lake Nutrients
Putnam West Branch Reservoir Nutrients
Queens Bergen Basin Nutrients
Queens Flushing Creek/Bay Nutrients
Queens Jamaica Bay, Eastern, and tribs (Queens) Nutrients
Queens Kissena Lake Nutrients
Queens Meadow Lake Nutrients
Queens Willow Lake Nutrients
Rensselaer Nassau Lake Nutrients
Rensselaer Snyders Lake Nutrients
Richmond Grasmere Lake/Bradys Pond Nutrients
Rockland Congers Lake, Swartout Lake Nutrients
Rockland Rockland Lake Nutrients
Saratoga Ballston Lake Nutrients
Saratoga Dwaas Kill and tribs Silt/Sediment
Saratoga Dwaas Kill and tribs Nutrients
Saratoga Lake Lonely Nutrients
Saratoga Round Lake Nutrients
Saratoga Tribs to Lake Lonely Nutrients
62
303(d) Segments Impaired by Construction Related Pollutant(s)
Schenectady Collins Lake Nutrients
Schenectady Duane Lake Nutrients
Schenectady Mariaville Lake Nutrients
Schoharie Engleville Pond Nutrients
Schoharie Summit Lake Nutrients
Seneca Reeder Creek and tribs Nutrients
St.Lawrence Black Lake Outlet/Black Lake Nutrients
St.Lawrence Fish Creek and minor tribs Nutrients
Steuben Smith Pond Nutrients
Suffolk Agawam Lake Nutrients
Suffolk Big/Little Fresh Ponds Nutrients
Suffolk Canaan Lake Silt/Sediment
Suffolk Canaan Lake Nutrients
Suffolk Flanders Bay,West/Lower Sawmill Creek Nutrients
Suffolk Fresh Pond Nutrients
Suffolk Great South Bay, East Nutrients
Suffolk Great South Bay, Middle Nutrients
Suffolk Great South Bay, West Nutrients
Suffolk Lake Ronkonkoma Nutrients
Suffolk Long Island Sound, Suffolk County, West Nutrients
Suffolk Mattituck (Marratooka) Pond Nutrients
Suffolk Meetinghouse/Terrys Creeks and tribs Nutrients
Suffolk Mill and Seven Ponds Nutrients
Suffolk Millers Pond Nutrients
Suffolk Moriches Bay, East Nutrients
Suffolk Moriches Bay, West Nutrients
Suffolk Peconic River, Lower, and tidal tribs Nutrients
Suffolk Quantuck Bay Nutrients
Suffolk Shinnecock Bay and Inlet Nutrients
Suffolk Tidal tribs to West Moriches Bay Nutrients
Sullivan Bodine, Montgomery Lakes Nutrients
Sullivan Davies Lake Nutrients
Sullivan Evens Lake Nutrients
Sullivan Pleasure Lake Nutrients
Tompkins Cayuga Lake, Southern End Nutrients
Tompkins Cayuga Lake, Southern End Silt/Sediment
Tompkins Owasco Inlet, Upper, and tribs Nutrients
Ulster Ashokan Reservoir Silt/Sediment
Ulster Esopus Creek, Upper, and minor tribs Silt/Sediment
Warren Hague Brook and tribs Silt/Sediment
63
303(d) Segments Impaired by Construction Related Pollutant(s)
Warren Huddle/Finkle Brooks and tribs Silt/Sediment
Warren Indian Brook and tribs Silt/Sediment
Warren Lake George Silt/Sediment
Warren Tribs to L.George, Village of L George Silt/Sediment
Washington Cossayuna Lake Nutrients
Washington Lake Champlain, South Bay Nutrients
Washington Tribs to L.George, East Shore Silt/Sediment
Washington Wood Cr/Champlain Canal and minor tribs Nutrients
Wayne Port Bay Nutrients
Westchester Amawalk Reservoir Nutrients
Westchester Blind Brook, Upper, and tribs Silt/Sediment
Westchester Cross River Reservoir Nutrients
Westchester Lake Katonah Nutrients
Westchester Lake Lincolndale Nutrients
Westchester Lake Meahagh Nutrients
Westchester Lake Mohegan Nutrients
Westchester Lake Shenorock Nutrients
Westchester Long Island Sound, Westchester(East) Nutrients
Westchester Mamaroneck River, Lower Silt/Sediment
Westchester Mamaroneck River, Upper, and minor tribs Silt/Sediment
Westchester Muscoot/Upper New Croton Reservoir Nutrients
Westchester New Croton Reservoir Nutrients
Westchester Peach Lake Nutrients
Westchester Reservoir No.1 (Lake Isle) Nutrients
Westchester Saw Mill River, Lower, and tribs Nutrients
Westchester Saw Mill River, Middle, and tribs Nutrients
Westchester Sheldrake River and tribs Silt/Sediment
Westchester Sheldrake River and tribs Nutrients
Westchester Silver Lake Nutrients
Westchester Teatown Lake Nutrients
Westchester Titicus Reservoir Nutrients
Westchester Truesdale Lake Nutrients
Westchester Wallace Pond Nutrients
Wyoming Java Lake Nutrients
Wyoming Silver Lake Nutrients
64
APPENDIX F — List of NYS DEC Regional Offices
� • • � • • �
. - � ,
- . . � •
• � � ■ � �
� ' � ■ - • - �
_ _ -._
� �
�
50 CIRCLE ROAD 50 CIRCLE ROAD
� NASSAU AND SUFFOLK STONY BROOK,Nv 11790 STONY BROOK,Nv 11790-3409
TE�.(631)444-0365 TE�.(631)444-0405
1 HUNTERS POINT PLAZA, 1 HUNTERS POINT PLAZA,
2 BRONX,KINGS,NEWYORK, 47-4021sTST. 47-4021sTST.
QUEENS AND RICHMOND LONG ISLAND CITY,Nv 11101-5407 LONG ISLAND CITY,Nv 11101-5407
Te�.(718)482-4997 Te�.(718)482-4933
DUTCHESS,ORANGE,PUTNAM, 21 SOUTH PUTT CORNERS ROAD 100 HILLSIDE AVENUE,SUITE 1W
3 ROCKLAND,SULLIVAN,ULSTER NEW PALTZ,Nv 12561-1696 WHITE PLAINS,NY 10603
AND WESTCHESTER Te�.(845)256-3059 Te�.(914)428-2505
ALBANY,COLUMBIA,
DELAWARE,GREENE, 1150 NoR�WesTcorr Roa� 1130 NoRn�WesTcorr Roa�
4 MONTGOMERY,OTSEGO, SCHENECTADY,Nv 12306-2014 SCHENECTADY,Nv 12306-2014
RENSSELAER,SCHENECTADY Te�.(518)357-2069 Te�.(518)357-2045
AND SCHOHARIE
CLINTON,ESSEX,FRANKLIN, 1115 STa�Rou�86, PO BOX 296 232 GOLF COURSE ROAD
5 FULTON,HAMILTON, RpY BROOK,Nv 12977-0296 WARRENSBURG,Nv 12885-1172 TEL.
SARATOGA,WARREN AND Te�.(518)897-1234 (518)623-1200
WASHINGTON
HERKIMER,JEFFERSON, STATE OFFICE BUILDING STATE OFFICE BUILDING
6 LEWIS,ONEIDA AND 317 WASHINGTON STREET 207 GENESEE STREET
ST. LAWRENCE WATERTOWN, NY 13601-3787 UTICA, NY 13501-2885 TEL.(315)
TEL.(315)785-2245 793-2554
BROOME,CAYUGA,
CHENANGO,CORTLAND, 615 ERIE BLVD.WEST 615 ERIE BLVD.WEST
7 MADISON,ONONDAGA, SYRACUSE, NY 13204-2400 SYRACUSE, NY 13204-2400
OSWEGO,TIOGA AND TEL.(315)426-7438 TEL.(315)426-7500
TOMPKINS
CHEMUNG,GENESEE,
LIVINGSTON,MONROE, 6274 EASTAVON-LIMA 6274 EASTAVON-LIMA RD.
$ ONTARIO,ORLEANS, ROADAVON, NY 14414-9519 AVON, NY 14414-9519
SCHUYLER,SENECA, TEL.(585)226-2466 TEL.(585)226-2466
STEUBEN,WAYNE AND
YATES
ALLEGANY, 270 MICHIGAN AVENUE 270 MICHIGAN AVENUE
9 CATTARAUGUS, gUFFALO, NY 14203-2999 BUFFALO, NY 14203-2999
CHAUTAUQUA, ERIE, TEL.(716)851-7165 TEL.(716)851-7070
NIAGARA AND WYOMING
65
Appendix B
MS4 ACCEPTANCE LETTER
Stormwater Pollution Prevention Plan
B-1
�Ew���t�c �ep�rtm�r�t of
�TATF C F
o���o�Tu��r� En�rironrrt��t�al
C��ser�rativn
NYS Department of Environmental Conservation
Division of Water
625 Broadway, 4th Floor
Albany, New York 12233-3505
MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance
Form
for
Construction Activities Seeking Authorization Under SPDES General Permit
*(NOTE: Attach Completed Form to Notice Of Intent and Submit to Address Above)
I. Project Owner/Operator Information
1. Owner/Operator Name:
2. Contact Person:
3. Street Address:
4. City/State/Zip:
II. Project Site Information
5. Project/Site Name:
6. Street Address:
7. City/State/Zip:
III. Stormwater Pollution Prevention Plan (SWPPP) Review and Acceptance Information
8. SWPPP Reviewed by:
9. Title/Position:
10. Date Final SWPPP Reviewed and Accepted:
IV. Regulated MS4 Information
11. Name of MS4:
12. MS4 SPDES Permit Identification Number: NYR20A
13. Contact Person:
14. Street Address:
15. City/State/Zip:
16. Telephone Number:
Page 1 of 2
MS4 SWPPP Acceptance Form - continued
V. Certification Statement -MS4 Official (principal executive officer or ranking elected official) or
Duly Authorized Representative
I hereby certify that the final Stormwater Pollution Prevention Plan (SWPPP)for the construction project
identified in question 5 has been reviewed and meets the substantive requirements in the SPDES
General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s).
Note: The MS4, through the acceptance of the SWPPP, assumes no responsibility for the accuracy and
adequacy of the design included in the SWPPP. In addition, review and acceptance of the SWPPP by
the MS4 does not relieve the owner/operator or their SWPPP preparer of responsibility or liability for
errors or omissions in the plan.
Printed Name:
Title/Position:
Signature:
Date:
VI.Additional Information
(NYS DEC- MS4 SWPPP Acceptance Form -January 2015)
Page 2 of 2
Appendix C
Operator's Certification Form
Stormwater Pollution Prevention Plan
C- 1
STORM WATER POLLUTION PREVENTION PLAN
OPERATOR'S CERTIFICATION
The Operator that will implement the erosion and sediment control measures described in the SWPPP must
certifying that he/she understands the NYSDEC general permit (GP-0-20-001) authorizing storm water
discharges during construction. This signed statement must be maintained in the SWPPP file on-site.
OWNER:
Business Name:
Business Address:
Telephone No.:
Name of Signatory:
Title of Signatory:
Signature:
Date:
CERTIFICATION:
I have read or been advised of the permit conditions and believe thatl understand them.I also understand that, under the
terms of the permit, there may be reporting requirements. I hereby certzfy that this document and the corresponding
documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting
false informatzon, including the possibility of fine and imprisonment for knowing violations. I further understand that
coverage under the general permit will be identified in the acknowledgment thatl will receive as a result of submitting this
NOI and can be as long as szxty (60) business days as provided for in the general permit. I also understand that, by
submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element
of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being
submitted."
**Signatory Requirements-All NOIs,NOTs and SWPPPs shall be signed as follows:
1. For a corporation:by a(1)president,secretary,treasurer,or vice-president of the corporation in charge of a principle business function,or any other
person authorized to and who performs similar policy or decision-making functions far the corporation; ar (2) the manager of one or more
manufacturing,production or operating facilities,provided the manager is authorized to make management decisions which govern the operation of
the regulated facility including having the explicit or implicit duty of making major capital investment recommendations,and initiating and directing
other comprehensive measures to assure long term environmental compliance with environmental laws and regulations;the manager can endure
that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and
where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures;
2. For a partnership or sole proprietorship:by a general partner or the proprietor,respectively;or
3. For a municipality, State,Federal,or other public agency;by either a principal executive officer or ranking elected official.For purposes of this
section,a principal executive officer of a Federal agency includes(1)the chief executive officer of the agency,ar(2)a senior executive officer
having responsibility far the overall operations of a principal geographic unit of the agency(e.g.Regional Administrators of EPA).
**Note:signature requirements in Part VII.H of the NYSDEC SPDES Permit GP-0-20-001
Appendix C
Contractor's Certification Form
Stormwater Pollution Prevention Plan
C-2
STORM WATER POLLUTION PREVENTION PLAN
CONTRACTOR'S CERTIFICATION
The Contractor and/or Subcontractor(s) that will implement the erosion and sediment control measures
described in the SWPPP must be identified below. Each must sign a statement certifying that they
understand the NYSDEC general pennit (GP-0-20-001) authorizing stonn water discharges during
construction. These statements must be maintained in the SWPPP file on-site.
CONTRACTOR IMPLEMENTING THE SWPPP:
Business Name:
Business Address:
Telephone No.:
Name of Signatory:
Title of Signatory:
S ignature:
Date:
Contractor's Responsibility(s):
Names of Company"Trained Contractors":
1. 4.
2. 5.
3. 6.
CERTIFICATION:
"I hereby certify under penalry of law that I understand and agree to comply with the terms and conditions of the
SWPPP and agree to implement any corrective actions identified by the Qualified Inspector during a site inspection.
I also understand that the Owner or Operator must comply with the terms and conditions of the most current version
of the New York State Pollutant Discharge Eliininarion System ("SPDES") general permit for stormwater
discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of
water qualiry standards. Furthermore, I am aware that there are significant penalties for submitking false
information, that I do not believe to be true, including the possibiliry of fine and imprisonment for knowing
violations."
Appendix E
Record of Stabilization and Construction Activity Dates
(Sample Form)
Stormwater Pollution Prevention Plan
E
�n� QR� nc.
GRADING & STABILIZATION ACTIVITIES LOG
GRADING STABILIZATION
Temporary
Start Description of Activity End Date or Start Description of Measures and Location
Date Permanent Date
Page_of_
Appendix F
Post-Construction Inspections and Maintenance
Stormwater Pollution Prevention Plan
F
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
lA INTRODUCTION
The importance of maintaining your stormwater management practices cannot be overlooked. Properly
maintaining your system can sa�e you tune and money down the road. If properly maintained, a system will not
require replacement and will not lead to failure.
2.0 FIRST YEAR MAINTENANCE
Site cover will require additional maintenance during the first year following installation. Owners will need to:
• Water grass areas once every three days for first month, and then provide a half inch of water per week during
the first year.
• Fertiliaation may be needed in the fall after the first growing season to increase plant vigor. Any fertilization
used shall be in accordance with local laws and regulations.
• Keeping the site free of vehicular and foot traffic or other weight loads.
3A FIRST YEAR INSPECTIONS
Site cover and associated structures and embankments should be inspected periodically for the first few months
following construction and then on an annual or biannual basis. Site inspections should also be performed
following all majar (i.e., intense storms, thunder storms, cloud burst, etc.) storm events. Items to check for
include (but are not limited to):
• Differential settlement of embankments, cracking or erosion.
• Lack of vigor and density of grass turf.
• Accumulation of sediments or litter on lawn areas,paved areas,or within catch basin sumps.
• Accumulation of pollutants,including oils or grease,in catch basin sumps.
• Damage or fatigue of storm sewer structures or associated components.
• Sources of sedimentation, specifically eroded areas in upland drainage areas, should be stabilized immediately
upon identification.
• Stabilization should be with vegetative practices or other erosion control practices when vegetative measures
do not prove effective. Soil slumpage and cracking should be stabilized and repaired immediately upon
identification.
• Reseeding to repair bare or eroding areas is required to assure grass stabilization.
4.0 BEST MANAGEMENT PRACTICES
The best way to maintain all systems described in this manual is to limit unnecessary discharges to these areas.
This can be accomplished by:
A. Vegetated areas and landscaping should be maintained to promote vigorous and dense growth. Lawn areas
should be mowed at least three times a year (more frequent mowing may be desired for aesthetic reasons).
Resultant yard waste shall be collected and disposed of off-site.
B. Paved areas should be swept at least twice a year. Additional sweeping may be appropriate in the early
spring for removal of deicing inaterials.
5.0 STORMWATER MANAGEMENT SYSTEMS
�✓�,J. Engineering and
I,,�� �;��dS�aVey�.n9,,,P,.C� Page 1
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
A. Green Roof
PROBLEM ACTION REQUIRED
✓ Water or irrigate.
✓ Prune or remove dead or dying vegetation.
✓ Greater than 20%plant die off or wilting, even after rainy
periods. May require new vegetation or indicate a problein
with the soil medium.
✓ Yellowing vegetation may indicate a need for fertiliaer,but
do not fertilize unless eXplicitly included in the
management plan.
✓ Bare areas with no vegetation growing. These may become
Wilting or nutrient- �'eed problems in the future.
deprivedvegetation;bare Condition 1: Large number of plants dying from wilt If
areas developing on the
roof this is a one-time occurrence,review weatherand
landscaping records to see whether the die off seems
reasonable. If so, deeply water immediately, and plant
reinforcements in the spring.
Condition 2: Vegetation is dying andyellowing
For yellowing vegetation, consider testing the media forpH,
nutrient levels, and other factors that may affect growth.
Problems identified would go to a Leve13 inspector(see note to
right).
✓ Remove weeds by hand.
✓ Apply lime to kill moss.
Weeds or moss ✓ Kick-Out to Leve12 Inspection: Weeds cover more than
25% of the surface, or the original planting plan has been
com romised.
✓ Surface ponding more than 24 hours after a storm
event presents a hazard and needs to be addressed
immediately.
Condition 1: Further inspection shows debris is clogging the
outflow drainpipe
Ponding between storm
events Remove debris by hand and revisit within 24 hours to see
whether this action fixed the problem.
Condition 2: Debris has backed up to include the underdrain
Attempt to remove by hand or flush out with ahose.
PJ�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 2
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
✓
✓Remove debris by hand or flush through with ahose.
Inspection port for roof `� Debris cannot be removed,or it appears that
drainage (can be clogged debris has accumulated in theunderdrains.
with debris) Condition: If the damage is minor,repair damage directly,per
original design drawings
✓
Damage to other roof ✓Call contractor or individual in charge of regular
drainage structures (e.g., building maintenance. This is a building
roof scuppers) maintenance issue.
a. Green Roof(RR-10)
• Fertiliae water and weed as much as necessary, especially during the first two years as plants become
fully estabilished.
• Monitor plants for viability during the first two years and replace as required.
• After plants ha�e been fully established, evaluate system twice per year for weeding of invasive
speciaes and for safety and membrane inspections.
• Roof drains should be cleared when the soil substrate,vegetation or debris clog the inlet.
• Inspect drain inlets twice per year.
b. Infiltration Basins (I-2)
• Remove any sediment or debris buildup by hand if possible in the bottom of the channel when its
original WQv volume has been reduced by 25%.
• Mow, as required, during the growing season to maintain grass heights at 4 inches to 6 inches.
• Use of heavy equipment for mowing and removing plants/debris should be avoided to minimize soil
compaction.
• Trash and debris shall be removed as necessary.
c. Stormwater/Infiltration Chambers (I-4)
Each isolator row (if proposed) should initially be inspected immediately after completion of the site
construction, and should be inspected on a bi-annual basis unitl an understanding of the sites characteristics is
developed. The frequency for cleanout of chamber isolator rows will depend on the amount of sediment
build-up. Clean-out should occur when sediment build-up reaches an average depth of 3".
When clean-out of the isolator rows is required, it is recommended that a JetVac be used to remove the
sediment accumulation.
B. Sand and Organic Filters
PROBLEM ACTION REQUIRED
Bare soil, erosion of the ✓ Seed and straw areas of bare soil to get vegetation
ground(rills washing out established.
PJ�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 3
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
the dirt) ✓ Fill in erosion areas with soil, compact, and seed and straw
to establish vegetation.
✓ If a rill or small channel is forming, try to redirect water
flowing to this area by creating a small berm or adding
topsoil to areas that are heavily compacted.
✓ Kick-Out to Leve12 Inspection: Large areas of soil ha�e
been eroded, or larger channels are forming. May require
reroutin of flow aths.
Piles of grass clippings,
mulch, dirt, salt, or other ✓ Remove or cover piles of grass clippings, mulch,dirt,etc
materials
Open containers of oil, `�Cover or properly dispose of materials; consult your local
grease,paint, or other solid waste authority for guidance on materials that may
substances be toxic or haaardous.
✓
✓ Use a flat shovel to remove grit and debris (especially
at curb inlets or openings).Parking lots generate fine
grit that accumulates at these spots.
✓ Pull out clumps of growing grass or weeds and scoop
out the soil or grit that the plants are growing in.
❑ Inlets are ✓ Remove any grass clippings, leaves, sticks, and other
collecting grit and debris
or grass/weeds growing. debris that is collecting atinlets.
Some water may not be � For pipes and ditches,remove sediment and debris that
getting into the filter is partially blocking the pipe or ditch opening where it
practice. enters the Filterpractice.
✓ Dispose of all material properly in an area where it
willnot re-enter the practice.
✓ Kick-Out to Leve12 Inspection: Inlets are blocked to
the extent that most of the water does not seem to be
enterin the filter ractice.
❑ For small areas of erosion, smooth out the eroded part and
apply rock or stone (e.g.,river cobble)to prevent further
Some or all of the inlets erosion. Usually,�lter fabric is placed under the rock or
are eroding so that rills, stone.
gullies, and other erosion ❑ In some cases,reseeding and applying erosion-control
are present, ar there is matting can be used to prevent further erosion. Some of
dirt washing into the filter these materials may be available at a garden center, but it
practice. may be best to consult a landscape contractor.
Kick-Out to Leve12 Inspection: Erosion is occurring at most of
the inlets and it looks like there is too much water concentrating
at these oints. The inlet desi n ma have to be modified.
For an underground filter, ✓ Kick-Out to Leve12 Inspection: This is generally a more
water is ponding and serious problem and should be referred for a Leve12
doesn't seem to be Inspection because it will require opening upthe filter
ettin throu h the filter vault to check for clo in .
Filter has grass and ✓ Vegetation growing in the filter bed should be removed either
vegetation growing on manually or with a water-safe herbicide(e.g.,glysophate
more than 25% of the without surfactants).
PJ�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 4
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
filter bed, threatening to ✓ Kick-Out to Leve12 Inspection: The filter seems clogged, or
clog the filter. vegetation and weeds have proliferated past the point where the
Level 1 erson can mana e it.
✓Use a shovel to scoop out minor amounts of sediment or
grit, especially in the spring after winter sanding
materials wash in and accumulate. Dispose of the
Minor amounts of material where it cannot re-enter the filter.
sediment, grit, trash, or ✓If removing the material creates a hole or low area,
other debris are rake the surface smooth and level.
accumulating on the
surface ✓Remove trash,debris, and other undesirable materials.
✓ Kick-Out to Leve12 Inspection: Sediment(other than sand)
has accumulated more than 2-inches deep and covers 25%
or more of the surface of the �lter area.
✓For minor areas of erosion,try filling the eroded areas
with clean, coarse construction sand.
There is erosion on the ✓Kick-Out to Leve12 Inspection: The problem persists or the
surface; waterseems to be erosion is more than 3-inches deep and seems to be an
carving out rills as it issue with how water enters and moves through the filter
flows across the filter area.
surface,or sinkholes are ✓ Kick-Out to Leve12 Inspection: The problem does not
forming in certain areas. seem to be caused by flowing water but by a collapse or
sinking of the surface (e.g., "sinkhole") due to some
under round roblem.
Water is still visible on
the surface and/arthe
standpipe (if present) ,� Kick-Out to Leve12 Inspection: This is generally a serious
more than 72 hours after problem, and it will be necessary to activate a Leve12
a rainstorm. The filter
practice drains very Inspection.
slowly or is completely
clo ed.
✓
✓
✓
✓
✓
C. Catch Basins
The frequency for cleanout of catch basin sumps will depend on the efficiency of mowing, sweeping, and
debris and litter removal. Sumps should be cleaned when accumulation of sediments are within six inches of
the catch basin outlet pipe.
Disposal of material from catch basins sumps, drainage manholes, and trench drains shall be in accordance
with local, state, and federal guidelines.
D. Winter Maintenance
To prevent impacts to storm water management facilities, the following winter maintenance limitations,
restrictions, or requirements are recommended:
�✓�,J. Engineering and
I,,�� �;��dS�aVey�.n9,,,P,.C� Page 5
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
• Remove snow and ice from inlet structures, basin inlet and outlet structures and away from culvert
end sections.
• Snow removed from pa�ed areas should not be piled at inlets/outlets of the storm water management
basin.
• Use of deicing materials should be limited to sand and "environmentally friendly"chemical products.
Use of salt mixtures should be kept to a minimum.
• Sand used for deicing should be clean, course material free of fines, silt, and clay.
• Materials used for deicing should be removed during the early spring by sweeping and/ or
vacuuming.
�✓�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 6
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
Appendix G
USDA Soils Report
Stormwater Pollution Prevention Plan
G- 1
� Hydrologic Soil Group—Saratoga County, New York �
� o
a a
598670 5�.�680 598690 598700 598710 598720 598730 598740 598750 598760 598770 598780 59879D 5988W
43°4'40"N - � I� � I 43°4'40"N
o '
� _ � o
r
� I; _ �
�''����� � F �i'f: v
r
r ����� ��' � �*
�E:
8
O �. d� � + �
� Ij � � ` � i �� �
� �� �
e ua�' �
� �
i� �
' ' ''P�� i �� � 1
� l
-�. . - {
�...-s,�e.. . .
� , �+ O
_ r` V
■'
� .�' 9
.
p ��: � �� •�� V
� � . �
V . —_, a5 .... . ' O
� . ,.. 1'�. �
�.n. - v
. �.d.�
�i � �
o •� (�yj,.�� �
� ��) o
v
RI � . �
� �
�—_.,
� ° �, � a. .—� _, �
'1/y! . p ... ...�,. '
r
�. �
o I ....� � � � -
M
i �
�_�- �� � � i,- , � � �
•
. �. �
. � .. �
�,J� :
' ,
g r
'.. . � N rp' : �
.. � _. I : .... g
a � ��G� ,'. ��� � � F
� .. �� p �
. , �, � - a
, � �
�`. �� � .�"i -
. �, �
�_: . � � , . �" ' � �
� � � -. •
Soil Map may not be vafid at this scale. �' = p �. �a
i` �;.
�
43°4'37��N ,�-. .I �� . I , � I��. . I I I I� I � I �I 43°4'37"N
598670 598680 598690 598700 �8710 598720 598730 598740 598750 598760 598770 598780 �8790 5988W
� �
�o 0
- Map Scale:1:640 if prirrted on A IaixLscjpe(11"x 8.5")sheet. -
p M�PIS p
� N 0 5 10 ZO 30 �
� �
0 30 60 120 180
Mapprojection:VVebMercator Canermorclinates:WGS84 Edgetics:UTM 7�ne 18N WGS84
USt7A Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 1 of 4
Hydrologic Soil Group—Saratoga County, New York
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) 0 C The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1 24,000.
0 C/D
Soils p Warning:Soil Map may not be valid at this scale.
Soil Rating Polygons �
� A 0 Not rated or not available Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
� �p Water Features line placement.The maps do not show the small areas of
Streams and Canals contrasting soils that could have been shown at a more detailed
0 B
scale.
Transportation
Q B/D
� Rails Please rely on the bar scale on each map sheet for map
0 C �_ Interstate Highways measurements.
0 C/D US Routes Source of Map: Natural Resources Conservation Service
� p Web Soil Survey URL:
Major Roads Coordinate System: Web Mercator(EPSG3857)
Q Not rated or not available Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
Soil Rating Lines Background projection,which preserves direction and shape but distorts
� � q distance and area.A projection that preserves area,such as the
� Aerial Photography Albers equal-area conic projection,should be used if more
� � �� accurate calculations of distance or area are required.
� B This product is generated from the USDA-NRCS certified data as
� B�p of the version date(s)listed below.
� � � Soil Survey Area: Saratoga County, New York
Survey Area Data: Version 20,Jun 11,2020
r � C/D
Soil map units are labeled(as space allows)for map scales
� r D 1:50,000 or larger.
� � Not rated or not available Date(s)aerial images were photographed: Jun 10,2015—Mar
Soil Rating Points 29,2017
0 A The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
0 �� imagery displayed on these maps.As a result,some minor
� B shifting of map unit boundaries may be evident.
� Bi�
USt7A Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 2 of 4
Hydrologic Soil Group—Saratoga County, New York
Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
WnB Windsor loamy sand,3 A 1.0 100.0°k
to 8 percent slopes
Totals for Area of Interest 1.0 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential)when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.�None Specified
USbA Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 3 of 4
Hydrologic Soil Group—Saratoga County, New York
Tie-break Rule: Higher
USDA Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 4 of 4
Appendix G
Infiltration Testing Report
Stormwater Pollution Prevention Plan
G-2
�rr�con
GevRe ort���_
p
Geotechnical Engineering Report
Proposed Mixed Use Building
Saratoga Springs, New York
September 5, 2019
Terracon Project No. JB195195
Prepared for:
Roohan Realty
Saratoga Springs, New York
Prepared by:
Terracon Consultants-NY, Inc.
dba Dente Group
Watervliet, New York
� �
September 5, 2019 1��rr�con
Roohan Realty ����,e��r�
519 Broadway
Saratoga Springs, New York 12866
Attn: Mr. Tom Roohan
ph: (518) 587-4500
Re: Geotechnical Engineering Report
Proposed Mixed Use Building
Saratoga Springs, New York
Terracon Project No. JB195195
Dear Mr. Roohan:
We have completed the Geotechnical Engineering services for the referenced project. This study
was performed in general accordance with Dente Group Proposal No. PJB195195 dated July 19,
2019 which was approved by your office on July 31, 2019. This report presents the findings of the
subsurface exploration and provides geotechnical recommendations concerning earthwork and the
design and construction of foundations, floor slabs, retaining walls and pavements for the proposed
project.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report or if we may be of further service, please contact us at your convenience.
Sincerely,
Terracon Consultants-NY, Inc.
John S. Hutchison, P.E. Fred A. Dente, P.E.
Senior Engineer Principal
Dente Group -A Terracon Company 594 Broadway Watervliet, New York 12189
P (518) 266 0310 F (518) 266 9238 terracon.com
� �
REPORT TOPICS
INTRODUCTiON............................................................................................................. 1
SITECONDITIONS......................................................................................................... 1
PROJECT DESCRIPTION..............................................................................................2
GEOTECHNICAL CHARACTERIZATION...................................................................... 2
GEOTECHNICAL OVERVIEW.......................................................................................4
SEISMIC CONSIDERATIONS........................................................................................4
EARTHWORK ................................................................................................................ 5
SHALLOW FOUNDATIONS........................................................................................... 8
DEEP FOUNDATIONS ................................................................................................... 8
FLOORSLABS ............................................................................................................ 10
RETAINING WALLS..................................................................................................... 11
GENERAL COMMENTS............................................................................................... 11
FIGURES ...................................................................................................................... 13
Note:This report was originally delivered in a web-based format. text in the report indicates a referenced
section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the
GeoReport logo will bring you back to this page. For more interactive features, please view your project online at
client.terracon.com.
ATTAC H M E N TS
EXPL�RATiCaIV AND TESTING PRCaCEDURES
PHOTOGRAPHY LOG
SITE LOCATION AND EXPLORATION PLANS
EXPLORATION RESULTS
SUPPORTING INFORMATION
Note: Refer to each individual Attachment for a listing of contents.
Responsive .� Resourceful ■ Reliable 1
Geotechnical Engineering Report
Proposed Mixed Use Building
267-269 Broadway
Saratoga Springs, New York
Terracon Project No. JB195195
September 5, 2019
INTRODUCTION
This report presents the results of our subsurface exploration and geotechnical engineering
services performed for the proposed mixed use building to be located at 267-269 Broadway in
the city of Saratoga Springs, New York. The purpose of these services is to provide information
and geotechnical engineering recommendations relative to:
Subsurface soil conditions Foundation design and construction
Groundwater conditions Floor slab design and construction
Site preparation and earthwork Seismic site classification per NYSBC
Lateral earth pressures Frost considerations
The geotechnical engineering scope of services for this project included the advancement of eight
test borings, which were advanced to depths ranging from 25.3 to 33.4 feet below existing site
grades.
Maps indicating the site and test boring locations are included as the attached and
, respectively.
SITE CONDITIONS
The project site is located on the west side of Broadway between West Circular Street and
Congress Street. Hamilton Street flanks the site on its west side.While the site is currently vacant,
it was until recently occupied by a one to two story brick building, and an older aerial photograph
(circa 1964) indicates another structure predated the one recently removed.
Existing grades across the property are highest along its Broadway frontage at elevations of about
299 to 302 feet, and slope downward to the west, with ground surface elevations at about 293 to
294 feet along Hamilton Street. Overall topography in the site locale is gently rolling.
Responsive ■ Resourceful ■ Reliable 1
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
PROJECT DESCRIPTION
As we understand it, the project entails construction of a new five-story mixed use building with
basement level parking and plan dimensions of about 65 x 240 feet. Preliminary plans envision
the first floor at an elevation of approximately 307 feet (about five feet above Broadway), with the
basement level parking at about elevation 295 (orjust above Hamilton Street).
The building will be a "podium" style with concrete/steel framing on the lower levels and wood
framing on the upper four floors. Anticipated foundation loads were not available at the time of
this report; for the purposes of this evaluation, we have assumed maximum column loads of 500
kips and wall loads of five kips per linear foot.
GEOTECHNICAL CHARACTERIZATION
We have developed a general characterization of the subsurface conditions based upon our
review of the subsurface exploration, geologic setting and our understanding of the project. This
characterization, termed GeoModel, forms the basis of our geotechnical calculations and
evaluation of site preparation and foundation options. Conditions encountered at each exploration
point are indicated on the individual subsurface logs. The individual logs can be found in the
and the GeoModel in the sections of this report.
We identified the following model layers within the subsurface profile. For a more detailed view of
the model layer depths at each boring location, refer to the GeoModel.
Model Layer Layer Name General Description
1 Fill Sand with varying amounts of silt and gravel, brown,
pieces of brick, occasional cobbles, cinders, slag
2 Native Sand Native sand with lesser amounts gravel and silt,
generally very loose to loose
3 Lake Clays Silt and clay, banded to varved, generally very soft to
soft
Silty sand with gravel, occasional cobbles and
4 Glacial Till boulders, gray to black, generally medium dense to
very dense
5 � Bedrock _ Limestone
Remains of an asphalt paved parking lot are present at the ground surface on the west side of
the site, and test borings in this area revealed existing pavement thickness of about 0.2 to 0.3
feet, along with a similar thickness of underlying gravel base. No distinct surface materials were
noted elsewhere.
Responsive �, Resourceful _ Reliable 2
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
Beneath whatever surface materials were present, urban fill materials were found in each of the
boreholes advanced for this study, extending to depths between about 3 and 9 feet below the
existing ground surface. The fills typically consisted of sands with varying amounts of silt and
gravel, along with pieces of brick and occasional cobbles, cinders and slag. Test pits by others in
2017 revealed fills of similar composition to depths of approximately 5 to 9 feet.
The fills were underlain by a layer of native sands at most locations (all but test borings B-1 and
B-5 at the west end of the site), this ranging in thickness between approximately 2 and 8 feet
overall. The sands were of a very loose to loose relative density as indicated by measured SPT
N-values.
Lacustrine silt and clay deposits were encountered beneath the sands (or directly beneath the
existing fills at boreholes B-1 and B-5). These cohesive deposits were judged to be of a very soft
to soft consistency and extended to depths of about 25 to 31 feet below the existing ground
surface. Laboratory testing indicates the silts and clays classify among the CL (Lean Clay) group
using the Unified Soil Classification System (USCS). Measured liquid limits were between 37 and
40 percent, and corresponding plastic limits were each 23 percent. The natural moisture content
of the clay samples submitted for testing was between 37 and 39 percent, this at or near the liquid
limit in each case. A thin layer of glacial till was found beneath the silt and clay deposits at most
locations, this being no more than a few feet thick, medium dense to dense, and mantling the
underlying bedrock.
Bedrock was encountered at depths of approximately 25.2 to 33.4 feet below the existing ground
surface as evidenced by refusal of the drill tooling, this corresponding with bedrock surface
elevations between about 264 to 269 feet. Confirmatory rock core sampling at test boring B-2
indicates the bedrock consists of limestone which is lightly weathered and medium strong with
very close to close fracture spacing. Rock core recovery was 98 percent and measured RQD was
80 percent indicating a "good" rock mass quality. A photograph of the recovered rock core is
included with the subsurface logs.
Groundwater observations and measurements were made as the boreholes were completed. It
should be noted that these measurements may not reflect actual groundwater depths, as
adequate time may not have elapsed for groundwater to enter the augers and achieve a static
level prior to the measurements being taken.
Based upon the groundwater measurements and recovery of wet soil samples, it appears that
groundwater was present at depths of about 5 to 10 feet at the time of investigation, indicating a
groundwater surface elevation in the range of about 289 to 292 feet.
Fluctuations in groundwater level may occur because of seasonal variations in the amount of
rainfall, runoff, and other factors that may differ from those present at the time the explorations
were performed. Additionally, grade adjustments on and around the site, as well as surrounding
drainage improvements, may affect the water table.
Responsive �, Resourceful _ Reliable 3
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
GEOTECHNICAL OVERVIEW
Planning for design and construction of the new building at the project site will be impacted primarily
by the presence of the existing urban fills and underlying soft native soils. The existing fill, which
varies in composition and is generally loose, is not considered suitable for direct support of building
foundations, although consideration may be given to leaving some of the fill in place beneath the
parking level floor slab with some limitations as outlined subsequently.
The loose sands and soft silt/clay native soils beneath the fill offer modest bearing capacity in the
context of the proposed construction. Considering this, conventional shallow spread foundations are
a potentially viable option for support of the building, but this will be dependent on actual building
loads and the limits of tolerable settlement. These parameters are discussed in the
section. Should bearing capacity or settlement considerations preclude the use of
spread foundations, the building may be alternatively supported on steel H-piles driven to end
bearing on bedrock as outlined in the section.
Soils which are excavated for foundation construction are for the most part expected to consist of
existing fills. These materials are likely to be unsuitable for reuse as backfill because of their
excessive silt, unsuitable debris and rubble and should be wasted off site.
In general, groundwater is expected to be at or slightly below foundation excavation depths and
some dewatering should be anticipated in planning for design and construction of the building.
Groundwater and/or perched water encountered during construction is expected to be limited in
volume and standard sump and pump methods should be sufficient for its removal. Groundwater
may however impact on the design of any pits or deep utility lines depending on their planned depth
and/or configuration. Any such deeper features may require deeper well dewatering systems or
sheet piling to depress and maintain the groundwater beneath them.
The following sections of this report provide more detailed recommendations to assist in planning
for the geotechnical related aspects of the project. We should be provided with the opportunity to
review plans and specifications prior to their release for bidding to confirm that our
recommendations were properly understood and implemented, and to allow us to refine our
recommendations, if warranted, based upon the final design. The section
provides an understanding of the report limitations.
SEISMIC CONSIDERATIONS
The seismic design requirements for buildings and other structures are based on Seismic Design
Category. Site Classification is required to determine the Seismic Design Category for a structure.
The Site Classification is based on the upper 100 feet of the site profile defined by a weighted
average value of either shear wave velocity, standard penetration resistance, or undrained shear
strength in accordance with Section 20.4 of ASCE 7 and the International Building Code (IBC).
Responsive ,, Resourceful � Reliable 4
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
Seismic Site Classification
Based on the soil properties encountered at the site as described on the exploration logs and the
results of shear wave velocity testing completed in similar subsurface profiles in the general
project area, it is our professional opinion that the seismic Site Class is D. Subsurface
explorations at this site were extended to a maximum depth of 33.4 feet. The site properties below
the boring depth to 100 feet were estimated based on our experience and knowledge of geologic
conditions of the general area.
Liquefaction
Liquefaction of the soils is not expected to not occur in response to earthquake motions. This
opinion is based upon the composition of the site soils and the results of shear wave velocity
testing completed in similar subsurface profiles in the general project area.
EARTHWORK
In general, earthwork is anticipated to include clearing, grubbing, cut and fill to establish the
planned site grades, removal and replacement of existing fills beneath the building pad as
necessary, compaction and stabilization of pavement subgrades, and fill/backfill around new
building foundations. The following sections provide recommendations for use in the preparation
of specifications for the work. Recommendations include critical quality criteria, as necessary, to
render the site in the state considered in our geotechnical engineering evaluation for foundations,
floor slabs and pavements.
Construction site safety is the sole responsibility of the contractor who controls the means,
methods, and sequencing of construction operations. Under no circumstances shall the
information provided herein be interpreted to mean Terracon is assuming responsibility for
construction site safety, or the contractor's activities; such responsibility shall neither be implied
nor inferred.
Site Preparation
Site preparation should begin with clearing and stripping of asphalt, topsoil and surficial organic
matter from the building pad. A pre-construction survey of adjoining properties should be
completed to define pre-existing cracks or deflections within the adjacent structures if H pile
foundations are selected. In addition, vibration monitoring at the site limits and at nearby
structures should be performed to verify whether the pile driving contractor's means and methods
are acceptable or require modification.
While consideration may be given to leaving some of the existing fills in place beneath the parking
level floor slab, we recommend the slab be seated on a structural fill layer a minimum of two feet
Responsive �, Resourceful _ Reliable 5
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
thick to ensure the suitability, integrity and uniformity of materials directly beneath the slab.
Undercut subgrades should be proof-rolled as described below, with any soft areas stabilized
accordingly. Even with the partial replacement of existing fills and proof-rolling, the Owner must
accept some degree of risk that the slab may settle over time and require periodic maintenance.
If this risk cannot be accepted, the fills must be removed and replaced in their entirety beneath
the slab, or the slab should be supported on piles.
Prior to placing fills to raise site grades and/or after cuts are made to the plan subgrade elevations,
the subgrades should be proof-rolled using a steel drum roller with a static weight of at least five
tons. The roller should operate in the static mode, unless requested otherwise by the
Geotechnical Engineer observing the work, and travel at a speed not exceeding three feet per
second (two miles per hour). At least four passes with the roller should be made over the entire
subgrade surface. The method of proof-rolling may be modified by the Geotechnical Engineer
based upon the conditions exposed at the time of construction.
Soft areas identified by the proof-rolling should be investigated to determine the cause and
stabilized accordingly. These investigations may include the excavation of test pits. If existing fills
are found and determined by to be unsuitable by the Geotechnical Engineer, they should be
removed and replaced as deemed necessary.
Fill Material Types
Structural Fill should be used as fill and backfill in and around the proposed building pad. The fill
should consist of imported sand and gravel which meets the limits of gradation given below. All
imported materials should be free of recycled concrete, asphalt, bricks, glass, and pyritic shale
rock.
IMPORTED STRUCTURAL FILL
Sieve Size Percent Finer
3" 100
'/" 30 to 75
No. 40 5 to 40
No. 200 0 to 10
As previously noted, we recommend against the reuse of excavated existing fills. These
materials are considered unsuitable for reuse and should be wasted off-site.
Fill Compaction Requirements
New fills and backfills beneath and around the building pad should be placed in uniform loose
layers no more than about one-foot thick where heavy vibratory compaction equipment is used.
Smaller lifts should be used where hand operated equipment is required for compaction. Each lift
Responsive ,, Resourceful � Reliable 6
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
should be compacted to no less than 95 percent of its maximum dry density as determined by the
Modified Proctor Compaction Test—ASTM D1557.
Temporary Excavation Slopes and Shoring
All excavations must be performed in accordance with federal Occupational Safety and Health
Administration (OSHA) standards, along with state and local codes, as applicable. Native site
soils should be considered Type C pursuant to 29 CFR Part 1926 Subpart P. The contractor
should be aware that slope height, slope inclination, and excavation depth should in no instance
exceed OSHA regulations. Flatter slopes than those dictated by the regulations or temporary
shoring may be required depending upon the soil conditions encountered and other external
factors. OSHA regulations are strictly enforced and if not followed, the owner, contractor, and/or
earthwork and utility subcontractor could be liable and subject to substantial penalties.
In general, excavations should not encroach within a zone of influence defined by a line extending
out and down from any existing structures at an inclination of 1 V:1.5H. Excavations that encroach
within this zone should be sheeted, shored, and braced to support the soil and adjacent structure
loads, or the structure should be underpinned to establish bearing at a deeper level.
If shoring is required, it should be designed by a NYS registered Professional Engineer. For
shoring design purposes, the total unit weight of the native soil and fill may be assumed equal to
115 pounds per cubic foot (pcf) above groundwater and 120 pcf below groundwater. A friction
angle equal to 30 degrees may be assumed. If sheet piles are installed, they should remain in
place because their removal could induce settlement of new and/or existing structures.
Construction Observation and Testing
The earthwork efforts and any pile driving should be monitored under the direction of the
Geotechnical Engineer. Monitoring should include documentation of adequate removal of topsoil
and unsuitable fills, proof-rolling, and stabilization of areas delineated by the proof-roll to require
mitigation.
Each lift of compacted fill should be tested, evaluated, and reworked, as necessary, until approved
by the Geotechnical Engineer prior to placement of additional lifts. Each lift of fill should be tested
for density and water content at a frequency of at least one test for every 2,500 square feet of
compacted fill in the building areas. One density and water content test should be performed for
every 50 linear feet of compacted utility trench backfill.
Foundation bearing grades and subgrades for floor slabs and pavements should be evaluated
under the direction of the Geotechnical Engineer. If unanticipated conditions are encountered, the
Geotechnical Engineer should prescribe mitigation options.
It should be understood the actual subsurface conditions that exist will only be known when the
site is excavated. The continuation of the Geotechnical Engineer into the construction phase of
Responsive ,, Resourceful � Reliable 7
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
the project will allow for validation of the subsurface conditions assumed to exist for this study
and the design recommended in this report, including assessing variations, providing
recommendations and reviewing associated design changes.
SHALLOW FOUNDATIONS
The potential viability of shallow spread foundations should be evaluated once actual anticipated
building loads become available.
For preliminary planning purposes, we have estimated total settlements in the range of 1.5 to 2
inches for a spread foundation system. This assumes a column foundation 12 feet square with a
maximum contact pressure of 3,000 pounds per square foot (psf) bearing on a structural fill pad
3 feet thick (with the structural fill pad constructed over native undisturbed soils). We estimate
that roughly a third to half of the total settlement would occur semi-elastically, as construction
proceeds and as dead/live loads are placed. The remainder of the settlement would be expected
to occur gradually post-construction, as consolidation settlement over a period of a year or so.
We also expect settlements would be somewhat less at the east end of the building where there
would be some excavation load relief through cuts to establish the parking level floor grade.
Continuous strip footings should be at least two feet in width, and isolated footings should be at
least three feet in width. All exterior foundations should be seated at least four feet below final
adjacent grades for frost protection. Interior foundations (beneath heated spaces) should bear at
a nominal depth of two feet or more below finished floor to develop adequate bearing capacity.
Foundation Construction Considerations
The foundation bearing grades should consist of Structural Fill pads placed over native
undisturbed soils after all existing fill is removed (along with any remains of old structures or
otherwise unsuitable materials that may be found) as outlined in the section. The
bearing surfaces should be thoroughly compacted as described herein. All final bearing grades
should be firm, stable, and free of loose soil, mud, water and frost.
The Geotechnical Engineer should approve the condition of the undercut subgrades prior to
construction of the bearing pads and should approve the final foundation bearing grades
immediately prior to placement of the reinforcing steel and concrete.
DEEP FOUNDATIONS
Deep Foundation Design Parameters
Steel H-piles are considered a feasible alternative for use at this site. The piles should be driven
to refusal on bedrock and designed for an allowable axial design load equal to the pile cross-
Responsive ,, Resourceful � Reliable 8
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
sectional area times 35 percent of the yield stress of the steel. For example, an HP10x42 section
pile, with a cross-sectional area of 12.3 square inches and Grade 50 steel would have an
allowable axial capacity of 215 kips (12.3 in2 x 0.35 x 50 ksi). The allowable axial capacity may
be increased to 50 percent of the steel yield stress if dynamic load testing is performed in accord
with ASTM D4945 standards. This would increase the allowable capacity of an HP10x42 section
to 307 kips. A heavier pile section may also be used to achieve an increased axial load capacity.
An individual pile can be assumed to develop a lateral load capacity of at least ten (10) kips at
translations of one-quarter ('/4) inch or less with a semi-fixed head condition. For pile groups the
individual pile lateral load capacity should be reduced accordingly based upon the spacing and
configuration of the piles.
Lateral load capacity of pile caps may be calculated using a reduced passive earth pressure as
lateral pile capacity is predicated on allowable lateral translation of one-quarter ('/4) inch. The
coefficient of passive lateral earth pressure and total unit weight of compacted Structural Fill
against pile caps and grade beams may be assumed to equal 2.5 and 120 pounds per cubic foot,
respectively. Pile caps and grade beams should be seated at least four feet beneath adjacent
exterior grades to afford frost penetration protection.
The piles should be spaced no closer than three feet, with a minimum of three piles in any group
supporting columns not restrained laterally by grade beams or haunched slabs. Piles which are
laterally restrained may be installed in single or double pile groups. No pile group reduction factor
for vertical loads is considered necessary.
The H-Piles should be fitted with a cast steel Pruyn Point Shoe HP75500 as manufactured by
Associated Pile and Fitting Co., Inc. to protect the piles as they are driven through the fill materials
and into the very compact glacial till soils and/or bedrock.
The piles should be driven using a hammer capable of achieving design loads confirmed by
dynamic load testing. After the pile tip reaches the expected bedrock depth and penetration
becomes 1/4-inch or less for five consecutive blows, refusal will be considered to be reached if
the penetration for five additional blows is less than 1/4-inch.
A wave equation analysis should be performed to verify that the hammer, cushion, and pile section
employed achieves the design capacity without over-stressing the pile. Dynamic load testing
should be conducted on at least two piles at locations spaced around the site and approved by
the Geotechnical Engineer. Results of the wave equation analysis and load testing can be used
to refine the pile driving criteria.
Settlement of the pile top should consist of elastic shortening of the pile under the design load
and penetration of the pile into the bearing surface. Total axial movement of the pile top is not
expected to exceed one-half inch.
Responsive ,, Resourceful � Reliable 9
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
Deep Foundation Construction Considerations
Obstructions may be encountered while attempting to drive the piles through the fill materials at
this site. In bidding the work, the Contractor should include provisions/costs for pre-drilling or
removal of any obstructions and associated delays in the pile driving operations.
All pile installation should be performed during the full-time observation of the Geotechnical
Engineer. The Geotechnical Engineer should also approve the condition of pile cap and/or
foundation subgrades immediately prior to placement of reinforcing steel and concrete.
FLOOR SLABS
Floor Slab Design Parameters
The parking level and/or building floor slabs should be constructed upon a minimum six-inch thick
base of crushed stone which conforms to requirements for ASTM C33 Blend 57 aggregate, which
itself is placed over imported structural fill after partial or complete removal of existing fill soils to
form the minimum two feet thickness of structural fill. If moisture sensitive coatings or floor
coverings will be placed on the floors, a vapor retarder, Stego Wrap 15 mil Class A or equivalent,
should be installed per ACI 302 and/or ACI 360 guidelines.
A vertical modulus of subgrade reaction equal to 200 pounds per cubic inch (pci) at the top of the
stone base layer may be assumed for the slab design purposes.
Floor Slab Construction Considerations
The Geotechnical Engineer should approve the condition of the floor slab subgrades immediately
prior to placement of the floor slab support course, reinforcing steel, and concrete. Attention should
be paid to high traffic areas that were rutted and disturbed earlier, and to areas where backfilled
trenches are located.
Frost Considerations
It should be understood that sidewalks and pavements constructed upon the site's soils will heave
as frost seasonally penetrates the subgrades. The magnitude of the seasonal heave will vary with
many factors and result in differential movements. As the frost leaves the ground, sidewalks and
pavements will settle back, but not entirely in all areas. Where walks meet doorways or where
curbs and storm drains meet pavements, such differential heave and settlement may result in
undesirable displacements and create trip hazards. To limit the magnitude of heave and the
creation of these uneven joints to generally tolerable magnitudes for most winters, a 16-inch thick
crushed stone base course, composed of Blend 57 aggregate, may be placed beneath the
sensitive sidewalk, drive, etc. areas. The stone layer must have an underdrain placed within it.
Responsive �, Resourceful _ Reliable 10
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
RETAINING WALLS
Retaining Wall Design Parameters
Structure walls that retain earth should be designed to resist lateral earth pressures together with
any applicable surcharge loads. Active earth pressures may be assumed for walls that are free to
deflect as the backfill is placed and surcharge loads applied. At-rest earth pressures should be
assumed for walls that are braced prior to backfilling or applying surcharge loads.
The following design parameters are provided to assist in determining the lateral wall loads,
whichever apply:
Soil's Angle of Internal Friction - 30 degrees
Coefficient of At-Rest Earth Pressure - 0.50
Coefficient of Active Earth Pressure - 0.33
Coefficient of Passive Earth Pressure - 3.00
Total Unit Weight of Soil - 120 pcf
Coefficient of Sliding Friction - 0.30 (concrete on native soils)
The recommended design parameters assume relatively level grades on either side of the wall,
that the wall is backfilled with a suitable granular fill, and that the backfill remains permanently
well-drained. Water must not be allowed to collect against the wall unless the wall is designed to
accommodate the added hydrostatic pressure. Drainage system recommendations are provided
below.
Subsurface Drainage for Below-Grade Walls
Retaining structures should be provided with a foundation level drain which may consist of a
nominal 4-inch diameter perforated PVC pipe embedded at the base of a minimum 12-inch wide
column of clean crushed stone (e.g., no. 1 and no. 2 size aggregate or ASTM Blend 57 stone).
The stone should be wrapped in a filter fabric(Mirafi 140N or equivalent)to inhibit siltation. Backfill
soils behind the crushed stone drainage layer should consist of Structural Fill. The drain line
should be sloped to provide positive gravity drainage to daylight, stormwater system, or to a sump
pit and pump.
GENERAL COMMENTS
Our analysis and opinions are based upon our understanding of the project, the geotechnical
conditions in the area, and the data obtained from our site exploration. Natural variations will occur
between exploration point locations or due to the modifying effects of construction or weather.
The nature and extent of such variations may not become evident until during or after construction.
Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide
Responsive ,, Resourceful � Reliable 11
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
observation and testing services during pertinent construction phases. If variations appear, we
can provide further evaluation and supplemental recommendations. If variations are noted in the
absence of our observation and testing services on-site, we should be immediately notified so
that we can provide evaluation and supplemental recommendations.
Our Scope of Services does not include either specifically or by implication any environmental or
biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of
pollutants, hazardous materials or conditions. If the owner is concerned about the potential for
such contamination or pollution, other studies should be undertaken.
Our services and any correspondence or collaboration through this system are intended for the
sole benefit and exclusive use of our client for specific application to the project discussed and
are accomplished in accordance with generally accepted geotechnical engineering practices with
no third-party beneficiaries intended. Any third-party access to services or correspondence is
solely for information purposes to support the services provided by Terracon to our client.
Reliance upon the services and any work product is limited to our client and is not intended for
third parties. Any use or reliance of the provided information by third parties is done solely at their
own risk. No warranties, either express or implied, are intended or made.
Site characteristics as provided are for design purposes and not to estimate excavation cost. Any
use of our report in that regard is done at the sole risk of the excavating cost estimator as there
may be variations on the site that are not apparent in the data that could significantly impact
excavation cost. Any parties charged with estimating excavation costs should seek their own site
characterization for specific purposes to obtain the specific level of detail necessary for costing.
Site safety, and cost estimating including, excavation support, and dewatering requirements and
design are the responsibility of others. If changes in the nature, design, or location of the project
are planned, our conclusions and recommendations shall not be considered valid unless we
review the changes and either verify or modify our conclusions in writing.
Responsive �, Resourceful _ Reliable 12
FIGURES
Contents:
GeoModel
f�esponsive ., Resourceful _ Reliable
Proposed Mixed Use Building Saratoga Springs,New York 1��rr�con
Terracon Project No.JB195195 GeoRepori�
305
B-s
300 ......................................................................B.4..........................................................................
B-� 1
B_2 B-3 B-6
295 .........B_�.............. B:5.............. $.....
1
1 3 � 1 4 �
� ZJO '5.9... 1 . . .......6.3.. 2 ..'..:............ .7.....9.5 . ..0 9.....5.$ . .�.....6:1 . 2 '.�a 7........... . . $........... 2 ::.:�.�.......
y ..:.7 2 �.�0 12 2 � 10
7.5 2 ..'10 '�.�16
uJi 285 .......
�
z
O
� 280 .......
W3 .. ............ 3 .
> 3 3 3 3 3
J 3 . ..
W 275 .......
31
2�0 ' , ..
_ ,... .......
25.......... �b......... 25.5........ oi 33.4
25.2 �'��26.5
Z$ � ',`f ZB.�J 30
30 ��� 33.3 �'� 29 4 �'�u
265 ................_......... 5 . ,-.sr.s..................................................................... ;.,.�32.4.......................
33
260
This is not a cross section.This is intended to display the Geotechnical Model only.See individual logs for more detailed conditions.
Model Layer Layer Name General Description
1 Fill Sand with varying amounts of silt and gravel,brown,pieces
of brick,occasional cobbles,cinders,slag
2 Native Sand Native sand with lesser amounts gravel and silt,generally
very loose to loose
�
3 Lake Clays Silt and clay,banded to varved,generally very soft to soft
4 Glacial Till Silty sand with gravel,occasional cobbles and boulders,gray
to black,generally medium dense to very dense
5 Bedrock Limestone
LEGEND
■Asphalt �SiltyClay �Bedrock
�Aggregate Base Course �Glacial Till �Silty Sand
�Fill �Poorly-graded Sand �Gravlel 9raded Sand with
�First Water Observation NOTES:
Layering shown on this figure has been developed by the geotechnical
engineer for purposes of modeling the subsurface conditions as
required for the subsequent geotechnical engineering for this project.
Numbers adjacent to soil column indicate depth below ground surface.
Groundwater levels are temporal.The levels shown are representative of the date
and time of our exploration.Significant changes are possible over time.
Water levels shown are as measured during and/or after drilling.In some cases,
boring advancement methods mask the presence/absence of groundwater.See
individual logs for details.
ATTACH M ENTS
Responsive ■ Resourceful ■ Reliable
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
EXPLORATION AND TESTING PROCEDURES
Field Exploration
Number of Borings Boring Depth (feet) Location
_ 8 � 25.2 to 33.4 � Building pad
Boring and Test Pit Layout and Elevations: The boring locations were established by Terracon
through GPS coordinates and/or tape measurements from existing site features. Approximate
elevations were obtained by Terracon through interpolation between topographic contour
intervals shown on the plans provided to us. If more precise locations and/or elevations are
desired, the as-drilled boring locations should be surveyed.
Subsurface Exploration Procedures: The test borings were made using a standard rotary drill
rig equipped with hollow stem augers. As the augers were advanced, the soils were sampled at
intervals of five feet or less in accordance with the Standard Method for Penetration Test and Split-
Barrel Sampling of Soils,ASTM D1586. Upon meeting refusal at borehole B-2,the refusal material
(in this case, bedrock) was cored to allow its characterization. The coring was completed in
general accordance with ASTM D2113 — Standard Practice for Rock Core Drilling and Sampling
of Rock for Site Investigation using an NQ-size double tube core barrel. One core run, five feet in
length, was made.
Our exploration team prepared field boring logs as part of the drilling operations. These field logs
included visual classifications of the materials encountered during drilling and our interpretation
of the subsurface conditions between samples. The sampling depths, penetration distances, and
other sampling information was recorded on the field boring logs.
The soil and rock core samples were placed in appropriate containers and taken to our soils
laboratory for classification by a Geologist or Geotechnical Engineer. The soils were described
based on the material's color, texture, plasticity and moisture condition. Rock classification was
conducted using locally accepted practices for engineering purposes; petrographic analysis may
reveal other rock types. Soil classifications are in general accordance with the Unified Soil
Classification System (USCS) as summarized herein. Rock classification was determined using
the Description of Rock Properties terms (also summarized herein). Final boring logs were
prepared, and they represent the Geotechnical Engineer's interpretation of the field logs and
laboratory classifications, along with any laboratory testing performed.
Laboratory Testing
Selected recovered samples from the test borings were submitted for laboratory testing as part of
the subsurface investigation, to confirm the visual classifications and to provide quantitative index
Responsive �, Resourceful _ Reliable ciirlL�riii4���v�iVu ��5����1�rr��,i:cu�rt�:i 5 v'��
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
properties for use in the geotechnical evaluation. This testing was performed in general
accordance with the following standard methods:
ASTM D2216 - Standard Test Methods for Laboratory Determination of Water (Moisture)
Content of Soil and Rock by Mass (3 samples tested)
ASTM D422 - Standard Test Method for Particle-Size Analysis of Soils (1 sample tested)
ASTM D4318 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index
of Soils (2 samples tested)
Responsive �, Resourceful _ Reliable cr.rLvriri4 iviv i1�vu i��i iiv�rrai,i:cu�rt�:s t�'�t
SITE LOCATION AND EXPLORATION PLANS
Contents:
Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.
Responsive �, Resourceful � Reliable
1��rr�con
269 Broadway Saratoga Springs, NY
September 5, 2019 Terracon Project No. JB195195 GeoReport
i�` .� . _. ' . .. � . -�;_4 ���. . - � s ._y,��J 7h � ���}�fl _ . �C �- p�*° ; :�I.. Y� ry� - �—'j 7��
1 `_ � ` �N�' �[L ���i � ��^� �i. -�?�� � i ��1 f/'� .....� r. '1
._ r ... . , �a� � '� '�' I' �
r = : . . � � � i ,� ' _ �I ,:.� _ ,y r�, ,l ; ' , `�,� +� �=y i ;_ +
y� • ' :; -- , � � •� �,��`'
.`��.---� ,� , ,�
� � � f- a .c, � �r �_ � !"
. ti� . - - - � ��� ��,.,-�� �„ ��� } � _. ,I . �;��T/i . �f �i1 Y �,.�r� � ���`... .- �, I .., P�Jfr � ���;
_ �.�,j�RFQIiAT� _ r ���{i � yi� � I � '72 ��` f1 � ���� �� . �1. .o,� i �- v-J� .
i,�J]1 �y_' �.� �f� .e3 5�, �S I��---��k 376 �r � �r f/4_� r !` �.. �tl`� �FY2tQ���[� \����I �i � f- .
... . .a. . -- �Q. J.. . .3G3���_y_r S� :1�•~:" 1������� � r� � :'`��'�ti�.,.s��9`'.f�.'� �_ ,y� �u .y_ 'I't 1' ': ; �
- . ,s � ' �� . �¢,`�- ff�'iV . � �...��-' .� r. .��,� '�� �' �, \. J7. 'r_��_.� . ��.�,���1..
=� _ � / .'Y� ��. �. . f��,� _. �-�� -:- . ��i. �f\\y��� r���� �� � r •��-`�i�' P:n� �� _ � f:,��_ ` _-
��' l�` " � ' ��s � ' P�_ ,�, ��; =��1
-- �ct , = s' S �f. �� i '�1 ���!�, th r {�- ���' ft "1 � � ' „ ' ��; �
.'� d -f - _,V�. � 7ii+�fi � ��-'�J �!' I�r?�� . v �' .:ii��
¢ i - ` � -i��-:- r �' 'i�l l i- ��i �� ^�� � ,l� � `r y''.iy t� ��, ik 'ti s' rt�i ,
� r�SWl�I�'' - �� . I`4� , LI �� �`I�l'M���� Y�,���1. f',�'�� . �! �'LV" 4� jl���-`1 . }. .��30Of �' ��i . .. �ij Ci4 f�
-� �,.`i � �'.9� . ��,WS� � # I ill' . �fJR i'`4 I I yi �ry f � �� µ�r- t� sL �l�-.y ��_-�=1 � ��_ .I mlii �r
tiw�' '- ' � _ . `l
�.�. t �k i ���� a!� � ,f� �i t ,-,i�t6�a��e�l�"��i���-�" t��� .1 �'�� ' ���. �Ad� . �'i� ' r�I�fiJ : �:I�� p�i�, f"
�- 1�` ;rs-� ' ff - • tiIu�s .�c ti, y� � i� 4 � n o r�-- � ` ,� ]1.�, -� �l � � I _ rt � � �
�=, 1 � ��r�-;�- ��. �� �'�, �5��'A. r's.hr j� I I �--�',�-�� �S" ! f�� m� �d� ,��`J�� y1 i �ti �u �� I'..S ��i 'y��.
,; � +. . ' � u LJ .. ■ d :�, k
a �. �' M . 'I -�!'r"�� ' ��r�j� ': �r' ��r� '�,�lr� �:-�4r ��s'�c�s�ie �'�+ d. � �� ,4 �t , � hj,� �i , i
+i• . ������� ��j��� �N �`- �r'�w�4�' $ r� _ _f , �u��-1� � L r-yr_ YJ"-4i }, F � a ��� ,�,�, .�.
4' •��• �j i r+'� 3s���`"-t� '`�_� ii d sy,7� j e� �, � / �� rl�. �r-�� � ^ ;, i ,� '�' �� � I
';�: �i• 615 �� - �V tii b� 5 �: i: i�- . . n �� �� .j� � � � �V � 1 `�'' ��'i-.
-.. • '�: .�p' �°��J ` �- ii i� ,,..Yi_ � �L -71 �1 'ri. ��:�1IitY7�:, ''��} �f` ,4frTf'o .��� JOBy i��Playgraun��� �'� 1'i . ' I� . �` +- 'ti
� •.�k., _ _, ,'.�� —.��r�._..'�- � � i 4�`_-r��� .��f�'. /,r81d�1 � ' .f.rt:.:i . � . _� �. .�� . f il _ji�,.'_li `'_ �i' '?d . ,.��i�' _
` . � :� iy�r� _� . � •,� v� n� �,-_ r / e► n!��y8vr gh �t yi �;4t' � i� � �ti �, r a� �
:Z���
.��_ .. � p'li �I �1• ��� �� .�.`''-�. ,,"�'g `�' i � �,-J4��d 'l �1 � .! ;.$eh'�, �r ��i� `jl �' �1r' � �i �� t{f 1` r� Iti_
�. _ i�4 ' t�J ,. _. 'i .;`.'��. -n , ,���� �-r../,�� 1. ry�IS�_� 'lJ� ,� �..-..,� ;�� i _',��_._ iL1� - "l!`l �� �.. i
� ni 1� . i� ��ia.�4� I�i' -4f._�. ��-t_� h i _ . I
�i'� }i5� �y�'� ���� •j, ��-.. ���I� ��F'id roun � ,'�� ' J �! �l� �_- C raii�re Sxw 1�, � ^y.
. �I Ni i .iii LY�� ��" -,T1 �F.2�� �k.:` .��f1 �i i�L� .� �� _'�' f'
�, �� � i�i+��• � ��Y fi ' 4,;� '� . . ,-_ ` � i ���� 1� '� �1-- 1�� . �i� --}I �. �. .�- . ASr�_ - _� .�ih
��, + � I�,.� . ,C3y`--.1�. ti. aSHl�rvp N 4 t �P ' .?P�' °�,;; � :--�f �i� i�+ 1��i+�_ _ � �z
i � -� + I ��� �c r � I 1 �
_4i , ``_�+ • ', �� .�� 'lr�l; l��'�-".�bfo -'�,,,I � ir 1� � �J+� -=1�___�_ '__ r _�� �lf � ii'S
i � � . i . I i t7f' �!1 fl �-�� f - ` �
•i �.� J�` �r ia �� �c � ,�•�i �` � �r �•��I � -y�?
� - y' �; �i� �_ ,ti iif�i.�.',���',p�JQ a i ��� �, �I�� � ��-1� Qklahama � ti'�' f ��,��
r., . - ? � ��i'�� 4 `cl ,�� �N, �1 � � ����� � � r, S�TE—i�..��+7r� �-4�1�=--ir J� . Racetra�k ;� '1`i'� � -_
• .`1I I� ,f+! . �`` f.�« � ��",-�}(.(' �i frTi'' �� l _ ":1�'� ��'J �__��._..��' -- ^��l�l \t,\ _ . . �� J��� � Ji"l'' , j 14�.
.-�i,�• , 7� +�_ �J � , -�l: J�� �`I T'�'i' III..'8� _''i. �i r ` f' . �� ,1 ��l /`y.+���=��J -� _�_`r+ � . I` _ „_ "yi`� _
iV - �„I ._ . �!� !t��f .. -�1 1�i �4 --`� 1� -� -1 ij j'�' 'l�'t` ��f '� + -� �Ih ._� -_�-�r.==; '`} i- lii' .r'�
� `�� W �p-- ']� �MI.`-�5,� � , .1�'r /' �4 �� }�# f.i;�� /�F��� RT ,�,I -�J/''Mils2u�j`-r c"� .09 _��;�� ��.� '� � �i �
i` �i �,i � l [r; ' ��: _ 'i�f->> - - . 'i�� �' .1� ��4 '�-= _ `f� C� L �Z.k�� r Una'�,�- 1""! r __-_ � - Id� `
� � �,�� _ =�7 �� � �t, �,� ,*�'i�j� � �C "� _ ;'r �� � ?1
� ` ,�- �(' ... i6� i� •I ,� I �, .� yl I` i , �
.. �,f:� . �,� -.. - h ���9 � � ] ��
. �i J�iL.,l��"=- �"" - ._,.1 � I� '�igh ��l� � �� 1 -�J �ff ��A,,,t �_�l`'r,�._�-�� ._. i � � �� F� ��` ,
_��� _ - � � � /�� �4:'R�didi fi� yy �I� ��` � �e�N��- �� lr� ��C,�� ��h; ��� , � 9� 1� I , r,' , /
I � � /
a� '� �i T cr' i .'l� � � i � _r`�� ��r � II a�� �l Ll J� `� � � �� �
. �Z .yi ,1 .'��ti 'ti �.'�i'� ��, �� �I� � � �;:f: ^'� � yrc' 'i ���`' "LI'�i ����� ��i`I -�� i�i� �� �RCHAMG�/. '.
'� N � 'i� '� --�- --_�� � � I � � � .lti._',+ _ � ��� ,Z F'I�gtyuurlp 4� ��I .�* ��s �_ . � i+�� ��l�/ �Iv�- �1��
1 -- F �~ '� �� 4�i� I V� -�h ��_1 �--_� �i � aG �=�-f1�r I. -,���'�
� ..r . ` -�„i�i J -�.� ��rt i� ��C1 r
1 e.t Peters i� l�`�.� f�� i r�� � �.-. 'i � l �G� ~I .l T (�t3 ^� �k �'1
., f �'�.� 1 Cem ',� r 7 y ���'
� __. _ f i. `� �/�.ti4•.■ r if�, J� � ifm .11 Ijw�..,.�f �iN' �� �.� tt q � r '/
+ � . -. �� � r'� . ' i �4� :� ��r V�JI � �,d ��t t2��' ��� j, ���" .
- � _ f�i . � .i�` '• /,l �0 _��� 'JI�VJ � 11a . �, � r��}� S. �4 �� �� ������� n■ J - �
( �'_.>'. 1-' � _�
� r�---` �dr � `�`� G' -'�. ''::�.�i� ��:�-J` t � wiSG�eenridge ii ��� .-�` �I�r��`���-L�1[ �` ���=:� �� �4' r�' �� i�
!rf' 1� F �1 �� � � ��-�. 1'=, ���� --dr� �"��'�' _ Cem i��-1�- i ��� k�� `t � 1j �`"�' c �i � , � s
_ . '� � �e. � � � r a �:3' �� / ,
' , �ir �'r . - . � - 6��3M304. �:���'.�. . _�. �c r �fiil�� �_ � : � ��� ,t,s ��_!� ��: � ��i- -tif,
, ��� � � � � ��� � ��-_— 3 �_. - ., �,m. •�w��( � -.�� � � .�� :� s., ,4f �'y/ _ - ��
, :��rf�i� r l .. _. , 1�'�� _. � �.- �.� ��_.__ _��i�'1{: �i�: ,1�} .�*�'S:� r l� >� �1 �'I �� � �,/.-� � ���r �`s� �
�� �� :i� �� �r � G�' r�;� p�, .� � � ,
��f���r� � "„+, � •'�-'� ' .� �'� �� � J � �P���� __ _�i�!��� },� • �M r+'�� i� � �'� � a`�,.�� �rJ ��'� � `, _ .
. !,1�� � �j m �� .4yil. � F f'I �`�,8th5r� , `� il {�+1L` -i. �� ''�r�:'� n t1���+� � � � '�\/ / I]�, -
'�7A i ��� r - ' ,._���� ? f .�I --�r' �ii,` k� 'il .iG �i �Llil - f��,rs`� ^o�. �f�� �r �'�f J � � ..
� sLe�-
� �� . � ,_ ��_. - �-f��e [�-.
�� � , �� ti �. -,�. , - - [ ; , �::� f
r i I ;.
,����ryt. � i �`f��i� :� `f( 1� �-�� •'I' 'i�{ �L_;��� �t` , 'i J , a` : �
� �jl���� I - ' 7� u� � ,—_ .?f3 �� ��" ��;�'c �,'i li�� _�"� V 1 3 � ��"� ' r r -
�Nq '.� '' }' Y�°�'s.�� Q f���--��i� ��,_ � ti��+� 1 y�� �i\ �� ���L� � �� ' � �
� i � � �,�/'� . � ti� 'I�; �n 1 �l�'�{�1 '� �� �- r' f '�v
� I - { Y, _ � -- ' _ �
i 1�'' y �' .'- �It i+ -? �%" ` i _i{ -';�i{:�-j�Trail�r �� � `�j�`� "�, �'�U f�,`�� ' I'`'_ _
�'� �_' .i�'�- .`•.� � .�.a. �,. i. - 4� ,7 G41f C:our�e_ � :. r� .rhll.' -, �`���F'3rk `I�l;_-fr,..a...�.. I�".��, �Ilar.��- � . � . �1 .
DIAGRAM IS FOR GENERAL LOCATION ONLY,AND IS NOT TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S.GEOLOGICAL SURVEY
INTENDED FOR CONSTRUCTION PURPOSES QUADRANGLES INCLUDE:SARATOGA SPRINGS,NY(1/1/1967).
1��rr�con
269 Broadway Saratoga Springs, NY GeoRer1�rt
September 5, 2019 Terracon Project No. JB195195 �"
� � �
��•� �v �� '-,,.�,
� � �
., - � �
" �. � � �
� - _ .. � '- �; I
� ���. �� �
'` � � - Test Boring No. and Approx. Location (typ.)
. � �';
�',, �. � �� - =
� � g_� � r � , ' Approx. Limits of Prop sed Buildi �
r-. ��c�,. �..'�
,� ��, `� ��� �� � �' ��' �
� ; �.�, ;. .. B-2 . . �' � -�
�
•�' C � i'.
4 � ' �
� ' � .� - , . ` - ,. '"�'r ,..�-3 � • � " '�.
`�� ,� �" ' � -�= -- �'
� � ; �"1 � - -�� � "4�� _ '� � ��
� g 4 � .,
"� � •�� � � ` 'F Former �
.
�
� ' �� �'' B-5 B-6 � � �
� Building � ��
�',,,,, " ..., ; �'`� � - '�_ � �� s..- �� . rl"
� �e � �� --_ � � w , -'-o. s,� _ �r' -� ��r� � 1 �� '#li �A
� �- ���r� � '`' - � '� ��
- "y�.� -." B-7 �
��� � -•�'i'---�Y�'` _ � � _� ' -� ;�.
� - � s _ _ , .;
� � X � � �� B-8 �
N � '�, �� �' ` � � '" �. �� � ` � '�.
� �.. � � � �� ` r �
� � ��;�
, . �r � � ~ � . � .
� � � .��f�,.
� �
.' � �� -- - ,:
,�
�` %�5�7 i�.1�or�v:i[��rr�r:::i. a •� • � • c.
�� ,� ._ � �.�..
DIAGRAM IS FOR GENERAL LOCATION ONLY,AND IS NOT AERIAL PHOTOGRAPHY PROVIDED BY
INTENDED FOR CONSTRUCTION PURPOSES MICROSOFT BING MAPS
EXPLORATION RESULTS
Contents:
Boring Logs (8 pages)
Rock Core Photo
Laboratory Test Results (2 pages)
Note: All attachments are one page unless noted above
Responsive ,, Resourceful � Reliable
BORING LOG NO. B-1 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0776°Longitude:-73.7875° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:294(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
SPHALT +
AVEMENT BASE +
FILL-SILTY SAND, pieces of brick,occasional cobbles,fine to medium grained, �g 2-2-2-3
N=4
brown, moist to wet,very loose to very dense = 0 50/2"
1
5 � -
�, 2� 1-1-1-1
N N=2
°' 7.5 286.5+/-
� VARVED SILT AND CLAY(CL-ML),gray to brown,moist to wet,very soft to soft 24 1-2-2-2
w N=4
Q
� 10
W W H/12"-1-2
~ 24
� N=1
0
i
0
a
�
�
� 15 -
a 24 WH/12"-2-2
�' 3 N=2
a
�
0
¢
�
m
rn
`° 20
N 24 WH-1-2-3
� N=3
m —
J
J�J
>
0
? 25.0 269+/-
o SILTY SAND WITH GRAVEL(SM),occasional cobbles and boulders,fine to ' 25 1 50/2"
� edium grained,gray to black, moist,very dense
Q uger e usa a . e
�
�
0
�
�
�
0
w
�
¢
z
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-13-2019 Boring Completed:08-13-2019
� � 5.1 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-2 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7872° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:295(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
SPHALT +
AVEMENT BASE +
� FILL-SILTY SAND WITH GRAVEL, pieces of brick,fine to medium grained, 19 2 N=64
3.o brown to orange,moist, loose Z9z'i-
POORLY GRADED SAND(SP�,fine to medium grained,orange to brown,moist 4-3-4-3
to wet, loose 21 N_� 10
z : 5
°' � 21 2-2-2-2
N �.o zaa+i- N=4
�
o VARVED SILT AND CLAY(CL-ML�,trace fine sand, brown,wet,very soft to soft 2_2_�_2
�, 24 N=3
�
Q
� 10
W WH-2-2-2
FGrades to gray banded silt and clay 24 N=4
0
i
0
a
�
�
� 15 -
� 24 WH/18"-2
r
�
0 3
¢
�
m
rn
`° 20
N 24 WH-1-2-3
� N=3
m —
J
>
0
� 25
° 24 1-1-2-2
� N=3
a _
�
� 28.0 267+/-
° LIMESTONE,with quartz veins and chert nodules,gray,slightly weathered, 0 50/0"
F medium strong,very close to close fracture spacing,good RQD
� 5 30 59 REC=98%
� RQD=80%
J
Q
Z
� 33.0 262+/-
�
o Boring Terminafed af 33 Feef
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA to 28 feet,NQ2-sized core barrel to 33 feet.
o description of field and laboratory procedures WH=Weight of Hammer
� used and additional data(If any).
¢
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-09-2019 Boring Completed:08-09-2019
� � 6.3 feet while drilling(prior to coring) 1��rra con
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
-��;-�
, �
,""�_
-�.' - '� ti_.
-- s... ' - - -� .
'
i �a , - ..� /�. q . - ,'
0
, � ,
Z
� - .�� - __ ��r . �" __.
. �..� . � J�k=�.(L:l�.'w�✓ .r+l.A�"c.'
!-t tu.e+�'f F$A-..�j�.q �..r,�v� -
�i^
�
� ��
1
..+r---�'-r
. �' � • � .,� ' ! a
, . M1 e . � _' _._
� �� _�M. .��'-.�� .�
, . e ,.� v.. _ ..., � -�m
�. . _ , ,, , ,,
� _ -._ � .,��' � :' . -�
� . � _� ' r�, _ � -..� _�
,�1��a't�,� ._ 1 __..,_ _ _ ,. . w' +- !
•w-��,T - _ -
�t�� �' � . . r t � , . . . � -.-�- ' , -�- ..__ . _.—��. . ... -�_..- �'
s
.,,,t�,r,. +� ( �-- . . �. . �, _. �.c_� y-
' �,'}'�-8 • ._- . � � - - ►;s- -�wA- --- .�"
-^'�� ---.'.'- - �_r. -.-....--�.�--
� _ -. . ,- - .._ - : .'_ -
� �� � ' ��+.� � _�- '�'!,
. � � - - - - " / �
1 ,��
-.,. =- �-- . . . �
.. � -- - - - � �--..:-�-=,�.as--
-. �
- - - -� - - . .... . _ � .
.�,_ ._^. -,--..7ya.�..� a�'_— .. .��. � � �.�
•�y � ,
- ,- .. ; ,
r
.- �
,: \ � �
_
; ' + , _
: -, ; �
�. . , .; . . $� ,��� '..
. �... '., • �t��T' . ,.. - r' � k ' , :1 � i �' . jil
. 3'_ � � H
� , , ��.". •:�:,. - ._ {� ,�r s, !! �. .�"•... '►�"-
� �y • . .. • . . � �.�.::�.< �S4�,C•�, ° �`�.� , . ��
. ' . y ' 1. ' S� ��
• .� . t� �-,.,.-
• .'.. . � '. �, . �..� � � .
, . ..� �,... . "�4� ..� .
Rocic Core at B-2
BORING LOG NO. B-3 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7869° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:295.5(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-SILTY SAND WITH GRAVEL(SM�, pieces of brick,fine to medium grained, 3-7-6-5
brown, moist,very loose to medium dense 19 N=13
4 3-3-6-8
� N=9
Grades to black at about 4 feet
5 14 2-3-3-2
�
N=6
N Cinders and ieces of debris at about 6 feet
� �.o p zaa.5+i- 22 WH-1-2-1
o SILTY SAND(SM�,trace gravel and rootlets,fine to medium grained, brown to N=3
c� Z black,wet,very loose
w �2 WH-1-1-1
a
a 10.0 285.5+/- N=2
w VARVED SILT AND CLAY(CL-ML),trace fine sand, brown, moist to wet,very soft �� 2-3-5-5
F to medium stiff 22 N=$
0
i
0
a
�
�
aW 15
Grades to gray at about 15 feet 1-1-2-3
� 24 N=3
a
�
0
¢
�
m
N 3 20
N Grades to wet at about 20 feet
N 24 WH/18"-2
�
m —
J
>
0
� 25
° 24 WH-1-2-2
� N=3
a _
�
�
0
�
�
� 30.0 265.5+/- 30
O
a ,��: �,
SILTY SAND WITH GRAVEL(SM�,occasional cobbles,fine to medium grained, 17 4-18-50/4"
w
� 4 ''�'�° 31.3 gray,wet,very dense Z64'�-
z Auger and Sampler Refusa/af 31.3 Feef
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-13-2019 Boring Completed:08-13-2019
Z No free waterobserved 1��rracon
a
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-4 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7866° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:299(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-SILTY SAND(SM�, pieces of brick,trace rootlets,fine to medium grained, 1-3-4-3
brown, moist,very loose to loose �$ N=7
6 1-1-1-1
N=2
1
5 2 WH-1/18"
�
� 10 1-1-1-1
� N=2
0
c�
F 9.0 290+/- 16 3-3-2-2
¢ ° POORLY GRADED SAND WITH GRAVEL(SP),fine to medium grained,brown, � N=5
WZ . .�. wet, loose 10
Q o. 3-2-3-1
22
Q o.' 12.0 287+/- N=5
o� VARVED SILT AND CLAY(CL-ML),gray to brown,wet,very soft to soft 24 3-2-1-1
� N=3
a
� —
�
~ Grades to gray 15 —
� 24 WH/12"-1-1 39
r N=1
�
0
a
�
m
rn
`° 20
N 3 24 WH/12"-1-2
� N=1
m —
J
>
0
� 25
° 24 WH/12"-2-3
� N=2
a _
�
�
0
�
�
� 30.0 269+/ 30
O
W �';;;�: SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to 2_�_�_�$
� ': ; medium grained,gray,wet, medium dense �$
N=14
Q 4 .�J�J�
Z �1.'r.
c�
� ;`�':d 33.3 265.5+/-
O
� Auger and Sampler Refusa/af 33.3 Feef
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-12-2019 Boring Completed:08-12-2019
� � 9.5 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-5 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7875° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:294.5(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
SPHALT +
GGREGATE BASE COURSE +
FILL-POORLY GRADED SAND(SP�, pieces of brick,fine to medium grained, �g 2-5-5-4
brown, moist,very loose to medium dense N=10
1
19 4-2-3-4
N=5
5
�, s.o zaa.5+i- � 2-1-1-1
N VARVED SILT AND CLAY(CL-ML�,gray to brown,wet,very soft to medium stiff 22 N=2
�
� 24 2-1-2-2
W N=3
Q
� 10
W
Q 24 WH/18"-2 37
Q
0
i
0
a
�
�
� 15 -
� 3 24 WH/12"-1-2
r N=1
�
0
a
�
m
rn
`° 20
N 24 �-2-4-7
� N=6
m —
J
>
0
� 25.5 269+/_ ZJ
° ��. ,. 17 3-7-50/4"
� 4 ' �;�.Z6 5 SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to 268+�_
Q medium grained,gray,wet,very dense
u�, Sampler Refusa/af 26.5 Feef
0
�
�
�
0
w
�
¢
z
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-08-2019 Boring Completed:08-08-2019
� � 5.5 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-6 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0774°Longitude:-73.7872° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:295.5(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
ASPHALT +
AVEMENT BASE +
� FILL-POORLY GRADED SAND(SP�,occasional cobbles,fine to medium 19 3-5-9-9
grained,orange to brown,moist, medium dense N=14
a.o 291.5+/- 22 6-6-9-9
° POORLY GRADED SAND WITH GRAVEL(SP�,trace silt,fine to medium N=15
� Z �o grained,tan,wet,very loose to loose 5 -
� 2� 3-2-1-2
� o. �.o zaa.5+i- N=3
�
o VARVED SILT AND CLAY(CL-ML�,trace fine sand, brown, moist to wet,very soft 2_2_2_3
c� to soft 24 N=4
w
Q
� 10
W WH-2-2-3
~ 24
� N=4
0
i
0
a
�
�
� 15 -
� 24 WH-1-2-2
r N=3
�
0 3
�
m
rn
`° 20
N 24 WH/12"-1-2
� N=1
m —
J
>
0
� 25
° 24 1-1-1-5
� N=2
a
� —
�
� 28.5 267+/-
w
c� a ^��. , zs.o pROBABLE GLACIAL TILL-SILTY SAND WITH GRAVEL(SM),fine to medium Z66.5+/-
� grained,gray,very dense 0 50/0"
ao sample recovery at this depth
� Auger and Sampler Refusa/af 29 Feef
a
z
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-14-2019 Boring Completed:08-14-2019
� � 6.1 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-7 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0774°Longitude:-73.7869° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:297(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-SILTY SAND WITH GRAVEL(SM�, pieces of brick,trace slag,fine to 2-4-5-6
medium grained,brown,moist to wet, loose to medium dense 21 N=9
2� 4-4-4-4
N=8
1
5 19 3-4-7-4
�
N=11
� 11-11-10-9
o $o Grades to wet at about 7 feet 289+�_ 21 N=21
W SILTY SAND(SM�,fine grained, brown,wet, medium dense 3-4-4-3
Q z ' 21 N=8
a 10.0 287+/-
w VARVED SILT AND CLAY, brown, moist,very soft to medium stiff �� WH-1-2-4
~ 19
� N=3
0
i
0
a
�
�
� 15 -
� 24 2-3-4-4
r N=7
�
0
a
�
m
N 3 20
� Grades to gray banded silt and clay WH/12"-1-2
� 24 N=1
m —
J
>
0
� 25
° 24 WH-1-2-3
� N=3
a _
�
�
0
�
�
� 30.0 267+/ 30
O
a �'" "� SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to 4-5-4-7
w c•�,
� 4 ':-; ; medium grained,gray, moist, loose to very dense 19 N=9
z �J �'32.4 264.5+/- 0 50/0��
� Auger and Sampler Refusa/af 32.4 Feef
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-08-2019 Boring Completed:08-08-2019
Z No free waterobserved 1��rracon
a
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-8 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0773°Longitude:-73.7867° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:302(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-POORLY GRADED SAND(SP�, pieces of brick,trace rootlets,fine to 2-4-4-4
medium grained,brown,moist, loose 14 N-$
19 2-2-5-10
N=7
1
5 � 5-3-2-2
�
N=5
� 5 1-2-4-6
o a.o zsa+i- N=6
W POORLY GRADED SAND(SP�,fine to medium grained,orange to brown,moist 1-2-3-2
Q to wet,very loose to loose 21
N=5
w Grades to wet at about 10 feet 1� 3_z_z_Z
~ 19
Q N=4
o z :
0 22 z-1-2-4
Q N=3
� —
�
� 15 -
a 16.0 286+�_ WH/12"-1-2
} VARVED SILT AND CLAY(CL-ML),gray,wet,very soft to soft 24 N=1
�
0
a
�
m
rn
`° 20
N 24 z-2-1-2
� N=3
m —
J
� 3
O
� 25
° 24 WH-1-2-2
� N=3
a _
�
�
0
�
�
�
� 30
� 31.0 z��+i- 24 2-15-17-14
' SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to N=32
� 4 '!:�'T°, medium grained,gray,wet,dense to very dense
� �J �� 33.4 268.5+/-
� Auger and Sampler Refusa/af 33.4 Feef 0 50/0"
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-09-2019 Boring Completed:08-09-2019
Z No free waterobserved 1��rracon
a
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
GRAIN SIZE DISTRIBUTION
ASTM D422
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 � 3/4 1/2 3/8 3 4 6 $10 �416 20 30 40 50 60 100 140 200
100 �
95
90 10
85
80 20
75
70 30
65
60 40�
�, � m
x A
� c7 55 m
w z
�
� � 50 50 c�
ui m O
a z 45 �
m
w � �
F z 40 60�
o U 2
o W 35 �
� a x
� 30 70�
�
�
a 25
c�
>
� 20 80
0
¢
� 15
m
rn
N 10 90
rn
N
� CJ
m
0 1p
0 100 • 10 1 0.1 • 0.01 O.00T�
N
o GRAIN SIZE IN MILLIMETERS
w
�
Z COBBLES GRAVEL I SAND SILT OR CLAY
� coarse I fine I coarse I medium I fine
0
�
� BORING ID DEPTH %COBBLES %GRAVEL %SAND %SILT %FINES %CLAY USCS
N
� • B-2 3-5 0.0 12.9 79.7 7.4 SPSM
�
�
0
a
w
�
J
Z GRAIN SIZE • SOIL DESCRIPTION
o � Sieve %Finer Sieve %Finer Sieve %Finer � POORLY GRADED SAND with SILT
1" 100.0
o �ss 19.387 3/4" 94.6 (SP-SM)
� D 0.973 1/2" 91.29
0 60 3/8" 90.69
Q �so 0.687 1/4" 87.94
a �so 0.329 #4 87.05
a #10 80.63 REMARKS
� D�o 0.126 #40 36.26 •
o COEFFICIENTS #100 10.86
#200 7.37
J
j C� 0.$$
O C� 7.70
w
� —
¢
�
W PROJECT: Proposed Mixed Use Building PROJECT NUMBER: JB195195
� 1��rracon
0
� SITE: 267-269 Broadway 594 Broadway CLIENT: Roohan Realty
m Saratoga Springs, New York waterviiet,Nv Saratoga Springs, New York
Q
J
y
ATTERBERG LIMITS RESULTS
ASTM D4318
60
50
P
L
A O�
s 40
T O�
I
C � G�
T 30 —
Y �
O
I
N 20 '�
D
E G� MH or OH
X
10
� _
F _ CL-Mi ML r OL
o ,
c�
Q 20 40 60 80 100
a LIQUID LIMIT
�
w
�
Q Boring ID Depth LL PL PI Fines USCS Description
0
o • B-2 3 - 5 NP NP NP 7.4 SP-SM POORLY GRADED SAND with SILT
U
Q
W m B-4 15 - 17 40 23 17 CL Lean Clay
�
a � B-5 10 - 12 37 23 14 CL Lean Clay
�
>
Q
�
0
Q
0
�
m
�
�
N
N
W
N
W
m
�
F
�
J
�
�
W
m
�
W
F
F
Q
F
�
0
a
w
�
J
Q
Z
�
�
0
�
0
�
LL
0
W
F
Q
�
Q
a
w
�
LL
0
J
Q
�
F
0
Z
W
�
Q
�
W PROJECT: Proposed Mixed Use Building PROJECT NUMBER: JB195195
� 1��rracon
0
� SITE: 267-269 Broadway 594 Broadway CLIENT: Roohan Realty
m Saratoga Springs, New York waterviiet,Nv Saratoga Springs, New York
Q
J
y
SUPPORTING INFORMATION
Contents:
General Notes
Unified Soil Classification System
Description of Rock Properties
Note: All attachments are one page unless noted above
Responsive ,, Resourceful � Reliable
GENERAL NOTES l��rracon
DESCRIPTION OF SYMBOLS AND ABBREVIATIONS
Proposed Mixed Use Building Saratoga Springs,New York GeoReport
Terracon Project No.JB195195
� SAMPLWG � WATER LEVEL FIELD TESTS
N Standard Penetration Test
� Water Initially Resistance(Blows/Ft.)
Encountered
� Water Level After a (HP) Hand Penetrometer
�Rock Core �Split Spoon Specified Period of Time
� Water Level After (T) Torvane
a Specified Period of Time
Water levels indicated on the soil boring logs are (�CP) Dynamic Cone Penetrometer
the levels measured in the borehole at the times
indicated. Groundwater level variations will occur uC Unconfined Compressive
over time. In low permeability soils, accurate Strength
determination of groundwater levels is not
possible with short term water level (PID) Photo-lonization Detector
observations.
(OVA) Organic Vapor Analyzer
DESCRIPTIVE SOIL CLASSIFICATION
Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their
dry weight retained on a#200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils
have less than 50% of their dry weight retained on a#200 sieve; they are principally described as clays if they are plastic,
and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents
may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are
defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency.
LOCATION AND ELEVATION NOTES i
Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The
accuracy of such devices is variable. Surface elevation data annotated with +/-indicates that no actual topographical
survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from
topographic maps of the area.
STRENGTH TERMS
RELATIVE DENSITY OF COARSE-GRAINED SOILS CONSISTENCY OF FINE-GRAINED SOILS
(More than 50%retained on No.200 sieve.) (50%or more passing the No.200 sieve.)
Density determined by Standard Penetration Resistance Consistency determined by laboratory shear strength testing,field visual-manual
procedures or standard penetration resistance
Descriptive Term Standard Penetration or Descriptive Term Unconfined Compressive Strength Standard Penetration or
(Density) N-Value (Consistency) Qu,(tsfl N-Value
Blows/Ft. Blows/Ft.
Very Loose 0-3 Very Soft less than 0.25 0-1
Loose 4-9 Soft 0.25 to 0.50 2-4
Medium Dense 10-29 Medium Stiff 0.50 to 1.00 4-8
Dense 30-50 Stiff 1.00 to 2.00 8-15
Very Dense >50 Very Stiff 2.00 to 4.00 15-30
�
Hard >4.00 >30
RELATIVE PROPORTIONS OF SAND AND GRAVEL RELATIVE PROPORTIONS OF FINES
Descriptive Term(s)of Percent of Descriptive Term(s)of Percent of
other constituents Dry Weight other constituents Dry Weight
Trace <15 Trace <5
With � 15-29 With � 5-12
Modifier >30 Modifier >12
GRAIN SIZE TERMINOLOGY PLASTICITY DESCRIPTION
Major Component of Sample Particle Size Term Plasticity Index
Boulders Over 12 in.(300 mm) Non-plastic 0
Cobbles 12 in.to 3 in.(300mm to 75mm) Low 1-10
Gravel 3 in.to#4 sieve(75mm to 4.75 mm) Medium 11-30
Sand #4 to#200 sieve(4.75mm to 0.075mm High >30
Silt or Clay Passing#200 sieve(0.075mm)
UNIFIED SOIL CLASSIFICATION SYSTEM 1��rracon
GeoReport
Soil Classification
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Group Group Name
Symbol
Clean Gravels: Cu>_4 and 1 <_Cc<_3 GW Well-graded gravel
Mo e than 50%of Less than 5%fines Cu<4 and/or[Cc<1 or Cc>3.0] GP Poorly graded gravel
coarse fraction Fines classify as ML or MH GM Silty gravel
retained on No.4 sieve Gravels with Fines: _
Coarse-Grained Soils: More than 12%fines Fines classify as CL or CH GC Clayey gravel
More than 50%retained —
on No.200 sieve Clean Sands: Cu>_6 and 1 <_Cc<_3 SW Well-graded sand _
Sands: Less than 5%fines Cu<6 and/or[Cc<1 or Cc>3.0] SP Poorly graded sand
50%or more of coarse _
fraction passes No.4 Sands with Fines: Fines classify as ML or MH SM Silty sand
sieve
More than 12%fines Fines classify as CL or CH SC Clayey sand
PI>7 and plots on or above"A" CL Lean clay
Inorganic:
Silts and Clays: PI<4 or plots below"A"line M� Silt
Liquid limit less than 50 Liquid limit-oven dried Organic clay '�N
Fine-Grained Soils: Organic: <0.75 OL �
Liquid limit-not dried Organic silt
50%or more passes the PI plots on or above"A"line CH Fat clay
No.200 sieve Inorganic:
Silts and Clays: PI plots below"A"line MH Elastic Silt
Liquid limit 50 or more Liquid limit-oven dried Organic clay �P
Organic: <0.75 OH Q
Liquid limit-not dried Organic silt
Highly organic soils: Primarily organic matter,dark in color,and organic odor PT Peat
Based on the material passing the 3-inch(75-mm)sieve. If fines are organic,add"with organic fines"to group name.
If field sample contained cobbles or boulders,or both,add"with cobbles If soil contains>_15%gravel,add"with gravel"to group name.
or boulders,or both"to group name. If Atterberg limits plot in shaded area,soil is a CL-ML,silty clay.
Gravels with 5 to 12%fines require dual symbols: GW-GM well-graded if soil contains 15 to 29%plus No.200,add"with sand"or"with
gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly gravel,"whichever is predominant.
graded gravel with silt, GP-GC poorly graded gravel with clay. o
Sands with 5 to 12%fines require dual symbols: SW-SM well-graded if soil contains>_30/o plus No.200 predominantly sand,add
sand with silt,SW-SC well-graded sand with clay, SP-SM poorly graded
"sandy"to group name.
sand with silt,SP-SC poorly graded sand with clay. If soil contains>_30%plus No.200, predominantly gravel,add
2 "gravelly"to group name.
(��) PI>_4 and plots on or above"A"line.
Cu=D6dD,o Cc= PI<4 or plots below"A"line.
D10 X D60 PI plots on orabove"A"line.
If soil contains>_15%sand,add"with sand"to group name. PI plots below"A"line.
If fines classify as CL-ML, use dual symbol GGGM,or SGSM.
60 I I
Far classification of fine-grained
soils and fine-grained fraction '
5Q —of coarse-grained soils — ���e `r �\�e
Equatian of"A"-line ��, ��P
� Hprizontal at P1-4 to LL=25.5_
X 40 — then PI=0.73(LL-20) Q�
pEquation pf"U"-line �t
z Vertical at LL=1E to PI=7, G�
� 30 then PI=0.9(LL-8) �'
� ` tOV
H �
Q 2� G
� MH or OH
�.
io I
q -- ��- ML ML or OL
o �
0 10 16 2C1 30 40 50 60 70 80 96 1Q0 110
I�IQUID LIMIT(LL)
Responsive ■ Resourceful ■ Reliabfe
DESCRIPTION OF ROCK PROPERTIES ���rracan
GevReport
WEATHERING
Term Description
Unweathered No visible sign of rock material weathering, perhaps slight discoloration on major discontinuity surfaces.
Slightly Discoloration indicates weathering of rock material and discontinuity surfaces. All the rock material may be �
weathered discolored by weathering and may be somewhat weaker externally than in its fresh condition.
Moderately Less than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is
weathered present either as a continuous framework or as corestones.
Highly More than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is
weathered present either as a discontinuous framework or as corestones.
Completely All rock material is decomposed and/or disintegrated to soil. The original mass structure is still largely intact.
weathered
Residual soil All rock material is converted to soil. The mass structure and material fabric are destroyed. There is a large
change in volume, but the soil has not been significantly transported.
STRENGTH OR HARDNESS
Description Field Identification Uniaxial Compressive
Strength, psi (MPa)
Extremely weak Indented by thumbnail 40-150 (0.3-1)
Very weak Crumbles under firm blows with point of geological hammer, can be 150-700 (1-5)
peeled by a pocket knife
Weak rock Can be peeled by a pocket knife with difficulty, shallow indentations 700-4,000 (5-30)
made by firm blow with point of geological hammer
Medium strong Cannot be scraped or peeled with a pocket knife,specimen can be 4,000-7,000 (30-50)
fractured with single firm blow of geological hammer
Strong rock Specimen requires more than one blow of geological hammer to 7,000-15,000 (50-100)
fracture it
Very strong Specimen requires many blows of geological hammer to fracture it 15,000-36,000 (100-250)
Extremely strong Specimen can only be chipped with geological hammer >36,000 (>250)
DISCONTINUITY DESCRIPTION
Fracture Spacing(Joints, Faults, Other Fractures) Bedding Spacing(May Include Foliation or Banding)
Description Spacing Description Spacing
Extremely close <3/4 in (<19 mm) Laminated <'h in (<12 mm)
Very close 3/4 in—2-1/2 in (19-60 mm) Very thin 'h in—2 in (12—50 mm)
Close 2-1/2 in—8 in (60—200 mm) Thin 2 in— 1 ft. (50—300 mm)
Moderate 8 in—2 ft. (200—600 mm) Medium 1 ft.—3 ft. (300—900 mm)
Wide 2 ft.—6 ft. (600 mm—2.0 m) Thick 3 ft.—10 ft. (900 mm—3 m)
Very Wide 6 ft.—20 ft. (2.0—6 m) Massive > 10 ft. (3 m)
Discontinuitv Orientation (Anale): Measure the angle of discontinuity relative to a plane perpendicular to the longitudinal axis of the
core. (For most cases, the core axis is vertical; therefore,the plane perpendicular to the core axis is horizontal.)For example, a
horizontal bedding plane would have a 0-degree angle.
ROCK QUALITY DESIGNATION (RQD)
Description RQD Value(%)
Very Poor 0-25
Poor 25—50
Fair 50—75
Good 75—90
Excellent 90- 100
The combined length of all sound and intact core segments equal to or greater than 4 inches in length,expressed as a
percentage of the total core run length.
Reference: U.S. Department of Transportation, Federal Highway Administration, Publication No FHWA-NHI-10-034, December 2009
Technical Manual for Desiqn and Construction of Road Tunnels—Civil Elements
Appendix G
NYSDEC and USGS Aquifer Mapping
Stormwater Pollution Prevention Plan
G-3
_i
�_
�I"I IYl�I"]I c�I"1� �I'I I"1 C I��� 1�4��.J I��I"S :��,, ��.� �"y '
� i��a
Ir1 N+e�uv �'+�rk St��e
�'+'``� r'�� ...
�
�, � �
{
��_`��� -- PROJECT
��'�f " SITE
�i y,�
� �;
,�,��.; r
..t �,+�,�
_ .� .
�
p � �, �� � � ri �
,; t
r . �� �
� i 4 . . � ,
�� r* • � �
�r .
. .,� � � �� . �
I
i�1 '� � � +
.
_
�� .
���'�h ._ �^•a � i � � ', r � �
,
� r .. _:�4' ' ,.� '� [. ..� + �PP �
��
�.�v-�,nz� r•r r 4�..
Princip�l A�uifer �'•
�:� - �.�� �
;� { �:r.
PrirnaryAq�ifer ``��� �� �
L�r�g Isl�nd Aquifer .�
��-�
Source:NYSDEC
Environmental Mapper
Database
� Er� ineerin csnd STORMWATER POLLUTION PREVENTION PLAN NYSDEC PRIMARY AND
�����` Lagd Surveying, P.C. PRINCIPAL AQUIFERS
269 BROADWAY
1533 Crescent Road SARATOGA SPRINGS, NEW YORK
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
Appendix G
NYSDEC Environmental Resource Mapper
Stormwater Pollution Prevention Plan
G-4
I�
PROJECT
SITE
�ngr��,:.I',��I
' -�:��
�`i^C:.
�
�
���,� � ti
1: � ,},�.
• y.
r
r
J
�
!, �
ti
-. ....'�it''}��� ���5
*� —'�rSJater�otl�,�C assifi�a���s for P�ers'St•eam=_.
r •'
Source:NYDEC
� �l+wat�-bod�V c assifi�a�c�,5 f�a�Laaes ENVIRONMENTAL RESOURCE
� State Feg.al�ted Fr€�sh•�v�t�-1+;--1�r�ds MAPPER
� � E�1 ineerin C7�iC� STORMWATER POLLUTION PREVENTION PLAN NYDEC Environmental
����` Lagd Surveying, P.C. Resource Mapper
269 BROADWAY
1533 Crescent Road SARATOGA SPRINGS, NEW YORK Wetlands Mapper
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
Appendix G
USFWS National Wetlands Inventory (NWI) Mapping
Stormwater Pollution Prevention Plan
G-5
� � ��
{ - r"� _ � I,'- ;w. - ��,. �' R �' _ .�j _I
� r �� �' , � •_ i
.:
`+- �- �- � �
a,
� � . _ � : �� -
� � , � '
w.� PROJECT ��-' � - � y ,'�`,y'
�• �. ��, � SITE �i�,� ,
'` � _ ��: _ � '
� �
� �, � ��
� � ��
�,.�, .. ,R � >,.
� � : � � _� ' .,,� ' _ _- �.�
� , �. `�•�: � ��
, � �
�� ' ��. � - � _ �
� n •f� ' . '
r� � +� �
' � �
a� � � .#��
• � "y+'. �' � . W
.yr.�� ..# -
. '� � �*' � # � �
� �
�.. � e f� � � � '+1 7'. �.. ,
�- � � �!� ` �. - ,
>�, �'� - '__ _ , F�' - � `� - -l�,
� � � � ���,-
�-:,� � � � � � � . �
,�• . �, . . ,., ��t
� �~�` �'� � j� . �
� ~-_ +r� "� '"� i�� �
ar.� �_ a �,° � .
.�
, ,
� ,�.�,; � - � . � -
�,�,� � ,� � ��_ t ,� � `'. � . �,�
_ — � � � r �.
.'M'ry �y ''7�' 1 +� - w.'. ' ��+�. : ��
� . � " -. +'��s'• . 4 � 3 �� � - �
� 1 �, f r` � � -,�•� �r
i ' � F� ����� � � . _ - y,p�i 'L, ��
�I Z � !i..;. �� s '
J ,i
. � ! . �. a_ -� S ���� � P'�..��f��a ,a M•
� EStLldfllle dlll'�Mdflll�
�eepwater
� Estuarine and Marine V��fetland
� Fresh�vater Emer�ent Wetlan�i
Freshwater Forested'Shrub
� 'J�'etland
� Fr�sh«�ater F•ond
� LakP
� �ther Source:National Wetlands
� Ri�dzrine Inventory
STORMWATER POLLUTION PREVENTION PLAN
����` Lagd Surveyl�C,��P.C. 269 BROADWAY National Wetlands Inventory
1533 Crescent Road SARATOGA SPRINGS, NEW YORK
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
Appendix G
FEMA FIRM Floodplain Mapping
Stormwater Pollution Prevention Plan
G-6
0
� .c
m C�
�
o ��
Cherry St APPftOXIMATE SC
�'�'s`on St 500 0
�
�-
�I I I � �
�
� � Ili ,� NAT(ONAL �LOOQ INSURANCE PROGRAi,�
� � �
1�✓ashington St � � ���� ------ =—_-
ti> y��y1� SAri�
C s ,, ����
��g'ess �t � ���p `"���„ St i Ii II�i�I ELO�D lNSf�RANCE RATE MAP
� i�l ��F�A'��LA �O1JI�']°Y, �
� I i ���,,, 1tpL''iF F 6$g�ffi
� � ��'er�LL J�7��9�It`°I'I(��I93
rn —..`""� �I i � �� � I
� I�i7 I
� � 7,�� q7 ((�7
U3 O �'�"^^'•+• aH!VLL `1J�S Q� OJJ I
.-+' L I I II (S�E nnn. taOE.% F'OR h'4NE15 NOT PRINiED) ,
�7 � l �� � ���� UdTAiPI;�
N �(
� � -I �phlhdU�'ITY �lUt�BEH FANEL SUFFIA
� i I�. 9 I IELC O�10F 76J�(( C93i E
a 1,„ PPF4GS(IIY OF Fp.�A 6a71 E
$ I I
�i I' I'
c i � I ' i I
O 'II�.,�I� I
� �1l"��If11' vC� � � I � ��''� ��� o � �ua,t�c�un rvN6E i
�_ � ` I
C�rc�,�or S f '�' MAP NIJMBER
� '�'� 3609�C0433 E
o --.. i�
��i(�
`a� i�i�
�- i�°`3�� � EFFECTiV� Da?E
� ��J AUGUST 16,1995
Jp' °�%
��� � �� ���� �
�O���j i�J Fc�exs��Smeabencp l�anngaynent�goncy
� ___.—
This is an official FIRMette showing a portion of the above-referenced flood map created from
the MSC FIRMette Web tool.This map does not reflect changes or amendments which may have
. been made subsequent to the date on the title block.For additional information about how to
make sure the map is<urrent,please see the Flood Hazard Mapping Updates Overview Fact Sheet
vailable on the FEMA Flood Map Service Center home page at https://msc.fema.gov.
Appendix G
USFWS Threatened and Endangered Species Screening
(IPac)
Stormwater Pollution Prevention Plan
G-7
['..\.
� t'Y:fJi h N IIJ!LJ}i.
.%7'lE\'fl'R
United States Department of the Interior �,,�
���: �� FISH AND WILDLIFE SERVICE
New York Ecological Services Field Office
3817 Luker Road
Cortland,NY 13045-9385
Phone: (607) 753-9334 FaY: (607) 753-9699
http://www.fws.gov/northeasUnVfo/es/section7.htm
In Reply Refer To: July 12, 2021
Consultation Code: 05E1NY00-2021-SLI-3377
Event Code: 05E1NY00-2021-E-10342
Project Name: 269 Broadway
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act(ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). This list can also
be used to determine whether listed species may be present for projects without federal agency
involvement. New information based on updated surveys, changes in the abundance and
distribution of species, changed habitat conditions, or other factors could change this list.
Please feel free to contact us if you need more current information or assistance regarding the
potential impacts to federally proposed, listed, and candidate species and federally designated
and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations
implementing section 7 of the ESA, the accuracy of this species list should be verified after 90
days. This verification can be completed formally or informally as desired. The Service
recommends that verification be completed by visiting the ECOS-IPaC site at regular intervals
during project planning and implementation for updates to species lists and information. An
updated list may be requested through the ECOS-IPaC system by completing the same process
used to receive the enclosed list. If listed, proposed, or candidate species were identified as
potentially occurring in the project area, coordination with our office is encouraged. Information
on the steps involved with assessing potential impacts from projects can be found at: http://
www.fws.gov/northeast/nvfo/es/section7.htm
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergv/
eagle guidance.html). Additionally, wind energy projects should follow the Services wind
07/12/2021 Event Code: 05E1NY00-2021-E-10342 2
energy guidelines (http://www.fws.�;ov/windenergy�) for minimizing impacts to migratory birds
and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/mi ratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.�ov/mi ratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the ESA. Please include the Consultation Tracking Number
in the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
• Official Species List
07/12/2021 Event Code: 05E1NY00-2021-E-10342 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
New York Ecological Services Field Office
3817 Luker Road
Cortland, NY 13045-9385
(607) 753-9334
07I12/2021 Event Code: 05E1NY00-2021-E-10342 2
Project Summary
Consultation Code: 05E1NY00-2021-SLI-3377
Event Code: 05E1NY00-2021-E-10342
Project Name: 269 Broadway
Project Type: DEVELOPMENT
Project Description: 269 Broadway is currently vacant besides a small parking lot and is in the
T-6 Transect Zone. Proposed construction of a 6 story(70 foot high)
mixed-use building.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/(a�43.0774196,-73.78712413400987,14z
�.��,�.�„���.�t�,e��� �,.,��_ �
�;�y � .E,�?
�.- ¢�PNr�P45 Pi
�
��,�� — �o�.,r.nc3r�c
xs�
�1 .
9�� �
I "'w�.� _ n�����d
'r.
VG
.j
�' � �q�
f �
'r�:1,:�,,,,,,;, � ,�
� �� ��
- � : . <.
�
Counties: Saratoga County, New York
07/12/2021 Event Code: 05E1NY00-2021-E-10342 3
Endangered Species Act Species
There is a total of 0 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
l. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER TH1S OFFICE'S
JURISDICTION.
Appendix G
SHPO CRIS Historic Places Screening Maps
Stormwater Pollution Prevention Plan
G-8
� � . .- T - • � .r�' ,.�i`:
_--. : ,,,•..., . ,ip . , .
�ry � ='�- � �'t' � � �� PROJECT `�; . ,
�.: SITE �" _ � �
�� � • �' G
r.. �,�, ��
- ,. � . � T
�
�
^_ � � ��
►
ya , �-. � , �'"�'�.
�. �� ��';�' ��:°� �-- -
� - � , ,r� - � '-�� �.; �£ _ -�
i� ,,r, � , ;�� = '� �
- _ �- =_ °,,.
�, - • •�- .� -r� -
�L;� � �� �w�, '' � -.._,2 `"' �
� - . � ' - ... �.�
� . �Y '`-� . .', .. _
�� ��-S. ,,*,�,;� '��: �� �, 1. ,��.
� � }j
. .���.� � -.. _ � _ 3�.�;J�_ �� ��. �
�` �� � , �, �. , ,.£_,�_
. � :-�
�� ��
� � #��. �� : .
- � �� .�. -
�, ,� � - *�,�.� , } � ��
�- y � ��" :� ` - _ �
.
� � ' � * � ,�s
t �
�� . ` • - � ,� ,
�..� t - �_ r�• . :� �� . �-- -
Survey Archaealagy Areas(Vie+nr)
h�awional Register Building SiFes
S�urvey�uilding Areas(Vierv� (�iaw�
�
Consultati�n Projeats(View) U5N�uilding �istricts(View)
Source:NY
CULTURALRESOURCE
� INFORMATION SYSTEM
� Er� ineerin csnd STORMWATER POLLUTION PREVENTION PLAN CULTURAL RESOURCE
�����` Lagd Surveying, P.C. INFORMATION SYSTEM
269 BROADWAY
1533 Crescent Road SARATOGA SPRINGS, NEW YORK
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
NEW YORIC parlcs Recreati�n
5TArE QF � i
4PPflFtTUNITY ��d HEstaric Preservation
ANDREW M. CUOMO ERIK KULLESEID
Governor Commissioner
May 25, 2021
Alison Yovine
Landscape Architect
MJ Engineering
1533 Crescent Rd
Clifton Park, NY 12065
Re: DEC
New Construction 6 Story Building
269 Broadway, City of Saratoga Springs, Saratoga County, NY
20PR01428
Dear Alison Yovine:
Thank you for continuing to consult with the New York State Historic Preservation Office
(SHPO). We have reviewed the submitted materials in accordance with the New York State
Historic Preservation Act of 1980 (section 14.09 of the New York Parks, Recreation and Historic
Preservation Law). These comments are those of the Division for Historic Preservation and
relate only to Historic/Cultural resources.
We have reviewed your recent submission dated May 18, 2021 for this project. This submission
includes additional documentation regarding the proposed new construction as previously
requested by our office.
Based on this review, it is the opinion of the SHPO that the proposed project will have No
Adverse Impact to historic and cultural resources.
If you have any questions, I can be reached at (518) 268-2164.
Sincerely,
��- �
Weston Davey
Historic Site Restoration Coordinator
Weston.davey@parks.ny.gov
Division for Historic Preservation
P.O. Box 189,Waterford, New York 12188-0189•(518)237-8643•parks.ny.gov
Appendix H
Pre-Development Watershed Delineation Map
Stormwater Pollution Prevention Plan
H- 1
� � � �� " W,,, ��„ � Q 291.2 + �,�NDS :� .,_. �
� i `'' ra THE SARATOG,4 ..
� 3 3 BOOK:2012 PAGE:16�
o e TA�' t17- 1f.�,7,5-1-� LEGEND:
� .
W �
ro �
� o° �i � N j BOUNDARY ENT
� 3
�, � TIME OF
� � � GLOVERSVILLE FED�.; CONCENTRATION
�, � a AND LOAN ASS��.,��,,,: SUBCATCHMENT
W � °
I; 3� g" "HANDICAPPED BOOK:1040 PAGE:35
�� � V ° PARKING" TYP. Tn�' f�. ?�� �� $ `� INDICATOR
3 -� `O
g`L `� 291.4 + � -X SUBCATCHMENT LABEL
`� �.2 �
TCH BASIN 6 ���
� m M=291.81 �.
h 3 V(A)=289.55, 12"RCP 2-STORY
c.� ONNECTION NOT EVIDENT BRICK BUILDING
� r
� � /t NUMBER
� � � 3 �(A) `B ACREAGE CURVE
�? STORM MH 5 j'
(D) RIM=292.35 / -
S �B� � SUMP=289.18
MAINTENANCE ACCESS CATCH BASIN 4 /
V FOR CATCH BASIN 6 RIM=291.41
:v2��.L� � � �" 3 INV(A)=287.84, 12"HDPE % �i�=���.1�
2. 16"RCP V INV(8)=287.97. 12"HDPE / "
v'(B)=288.6'7. 12"HDPE � � � INV(A)=288.,;
INV(8)=288.35, i2"I,,
�
°NV(C)=286.93, 16"RCP ;�
arnsv.-rsac�� ,s'�c.�e?r�.c
� �, r �STOPh FFE=292 8g
-� 3� � \ (q) RIM=292.4i;
� � 3 � W 292ST �B �B) coNc � iNv(a)=2a�
a �°' � � � `' ST cURe
�
� � 9� ST ,\
� 3 = + 292.0 _sr <a) `' u ;.. ,.
3 3 v CB (B) RIM 29
INU(A) 1U�. �, . mu �
� � ASPHALT ST � INU(B) 288.26 6"PVC
`547061P 90 � `� �� PARKING LOT _ �q� �
882398.419 �9 (C)
EL:293.48� �
, , , � I.P.F.� _ 292 292.5 + ST_ 2g3
UMPSTER GRAVEL ST
� G � CO C9J
� NC
• �URB
� y �� �B) SS
� =t o p � � FFE=295.42 -� � Rl�r �s5.``
SS � INV(A) 29f
COM-COM�� NOSP/Tq� O O �eJ 1±�rsn._�r..
� � 3 �NL Y" CONC.
� - � � ��RB � �
j 3 � o�
N v
r^ rP �. � BOL V 2-STORY � 3 �"
� �
vJ � GRASS 294.3 o V BRICK BUILDING � � 3
Z �� � �, o � / � + 296.0
� � � o �� � � � U ` � ��j �
� � ^ 3 � c.�i i. 12„ �' �- -_ - _ BANK OIVL Y" TyP G' �W � j � �
� � � � TRANSFORMERS _ o p � r
� / � �3 3�
= ^ "NO PARKING" / �
�
� � � I / \ / 29�"J CD/VCRfTE S/DE�.yq� 2g7
Q �, 295.3 �
= 3 3 � / 295.9 +
� �SS_^ �p�h + 29J�.4 TM�MION TRAFF/C S� 3
? j J � ` �� / GRASS NAL OGF �
i � � � 3 0 ` 1\ » r ASPH�` S � �.
� 29
v 3 = � GRASS 24 - DA-1 'Lg6 � ..
I c� 3 X-CUT IN
0.84 68 �� 3 �HYDRANT NHf=
� ry
��. B � � � t'
T � `�' � £ LANDS N/F �
�' I
l� 3 �,' �j �
� 3 ��,o� \24� �'a` 269BOOOAD019YPAGE•29745LLC / , � '� . 29g 3
: ' C.I.R.F. �
monrPsoN DA 2 �
:;rrri rz r � FLEMING 294,E TAX ID: 165.75-1-7 � _
-'E IN WEST- FACE NM16 � S,7 ° - _ (M.R. #1) ��i / ''
. I +. . . . .. . 8 .24, . • ---- �.....6 0.24 98 � � o
1TY POLE `�' � 3 � . ` � 2��..7. . . . . . . . . .4j��E . . . . . . . . + / � �
°�.5.44' �
� 3 v d, � � �
� � � � n-g5� . . . . + 295.6 . . . . . . . . . � `L� � � o
� . . . . . . � �
� �L� � �. . . . . . . . . . . . . . / 3 Q o
°� � � _/ +.2�6:0. . o . 296.1 p � t Q
/ �� � �
`' � � 3`° � cRass . . . . . . . . . . . . . . . . +296.6 / � � , �
GOMC �D BeNCy. . . . . . . . . . . . . v /�/
� 0 3 �/ RET'E FWALlC. . . . . . . / 'ij0� o �+..
�
V eENGI,<
� _� . . . . . . . . . .n .... . . ..� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / C.I.R.F. h .
" . . . . . . . . . . . . . . . . �
� 3 ` 2g6 � � . . . '"�M��' �o� � �o J
-
�
O �
� . . . . . . . . . . . . . 50 p � �
� � 3 �, � �. J -_ . ... . 264. �. . . . . O �
298:4
j � 3 - + 296.f ��. . . . . � . . . . . . . . . . . . . . . . . . . o � � �
� �o U � �. . .. . . . . . . . . . . BENCH. m J ; 3
��. . .
� 2 � ASPHALT � . . +. . . . . . . . . . . . . . . . . . . . . . . . Z
V � W PARKING LOT g� / 300:3 �
� 3 ,�. � 2 297.3 + o. cPs �
k, 3 � � iv � O�. . . .�. . . . . . . p. � N:��s8s7.45;;
ASPHALT I � O / E•6�2699.811
5 3 3 E�
c�i PARKING LOT B � rh � �
� � � �. . . . . . . �
:) .� �' �°, � + 298.4 264.7�, .. . . . . �^>`''�" ,\_��
:�
� � � � - o . . .. . . . . .. . . . . . .. .�'� �:3 3p3
3�e� � p $�
' � �3 � 2g 8 � `"'
� S ��NCRFTE SIOFH,ALK
� � ` � 2gg 3 3
6 � � � l `3�3 � I J�
_ _ !,`"
� CLAY
y� � 3 � 4
a c�Ar � FFE=3pp 62 304 �4 3�
t2" acP � 298.D + � � ��� � 3 3
(REC) � ' �
�1 � \`3�5� s � o 0
1ATCH BASIN 17 GRASS V � �
RIM=295.64 0
=291.41, 12"RCP � U �
� 3p5'3 3
, � /
' 299 � /FFE=300.64 / (
' 20' 10' 0 20'
SCALE: 1" =20'
THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS 269 BROADWAY CONTRACT No.: -
ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE MJ PROJ. No.: 987.04
DIRECTION OF A COMPARABLE E n g i n ee ri n g a n d G RAD I N G & D RAI NAG E
PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: JWE DATE: SEPTEMBER 2020
AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: JWE ��
ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE � La n d S u rvey i n g � P . C .
FOR A LANDSCAPE ARCHITECT, IS A P LAN
CHECKED BY: - �� ��
VIOLATION OF THE NEW YORK STATE a�,� C��
EDUCATION LAW AND/OR REGULATIONS 1533 Crescent Road - Clifton Park, NY 12065 PRIME HOLDINGS
AND IS A CLASS "A" MISDEMEANOR.
SEAL CITY OF SARATOGA NEW YORK
Appendix H
Pre-Development HydroCAD Model
Stormwater Pollution Prevention Plan
H-2
--��.
� 3L
BROADWAY
ZS
1L
(new Subcat) 4S
HAMILTON STREET
(new Subcat)
Subcat Reach on Llnk Routing Diagram for Existing Conditions
Prepared by{enter your company name here}, Printed 7/12/2021
"" HydroCADO 10.00-22 s/n 05594 02018 HydroCAD Software Solutions LLC
Existing Conditions
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.424 39 >75% Grass cover, Good, HSG A (2S)
0.435 98 Paved parking, HSG A (2S, 4S)
0.860 69 TOTAL AREA
Existing Conditions
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 3
Ground Covers (all nodes)
HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment
(acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers
0.424 0.000 0.000 0.000 0.000 0.424 >75% Grass cover, Good 2S
0.435 0.000 0.000 0.000 0.000 0.435 Paved parking 2S, 4S
0.860 0.000 0.000 0.000 0.000 0.860 TOTAL AREA
Existing Conditions Type 1124-hr 1-YR Rainfa11=2.18"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 4
Time span=0.00-60.00 hrs, dt=0.01 hrs, 6001 points x 3
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: (new Subcat) Runoff Area=36,408 sf 49.24% Impervious Runoff Depth=0.26"
Flow Length=292' Tc=7.4 min CN=68 Runoff=0.26 cfs 0.018 af
Subcatchment4S: (new Subcat) Runoff Area=1,036 sf 100.00% Impervious Runoff Depth=1.95"
Tc=6.0 min CN=98 Runoff=0.07 cfs 0.004 af
Link 1L: HAMILTONSTREET Inflow=0.26 cfs 0.018 af
Primary=0.26 cfs 0.018 af
Link 3L: BROADWAY Inflow=0.07 cfs 0.004 af
Primary=0.07 cfs 0.004 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.022 af Average Runoff Depth = 0.31"
49.36% Pervious = 0.424 ac 50.64% Impervious = 0.435 ac
Existing Conditions Type 1124-hr 1-YR Rainfa11=2.18"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 5
Summary for Subcatchment 2S: (new Subcat)
Runoff = 0.26 cfs @ 12.02 hrs, Volume= 0.018 af, Depth= 0.26"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-YR Rainfall=2.18"
Area (s� CN Description
17,926 98 Paved parking, HSG A
18,482 39 >75% Grass cover, Good, HSG A
36,408 68 Weighted Average
18,482 50.76% Pervious Area
17,926 49.24% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.1 100 0.0850 0.27 Sheet Flow,
Grass: Short n= 0.150 P2= 2.57"
1.3 192 0.0150 2.49 Shallow Concentrated Flow,
Paved Kv= 20.3 fps
7.4 292 Total
Summary for Subcatchment 4S: (new Subcat)
Runoff = 0.07 cfs @ 11.97 hrs, Volume= 0.004 af, Depth= 1.95"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-YR Rainfall=2.18"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Link 1 L: HAMILTON STREET
Inflow Area = 0.836 ac, 49.24% Impervious, Inflow Depth = 0.26" for 1-YR event
Inflow = 0.26 cfs @ 12.02 hrs, Volume= 0.018 af
Primary = 0.26 cfs @ 12.02 hrs, Volume= 0.018 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 1-YR Rainfa11=2.18"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 6
Summary for Link 3L: BROADWAY
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth = 1.95" for 1-YR event
Inflow = 0.07 cfs @ 11.97 hrs, Volume= 0.004 af
Primary = 0.07 cfs @ 11.97 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 10-YR Rainfa11=3.62"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 7
Time span=0.00-60.00 hrs, dt=0.01 hrs, 6001 points x 3
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: (new Subcat) Runoff Area=36,408 sf 49.24% Impervious Runoff Depth=0.97"
Flow Length=292' Tc=7.4 min CN=68 Runoff=1.33 cfs 0.068 af
Subcatchment4S: (new Subcat) Runoff Area=1,036 sf 100.00% Impervious Runoff Depth=3.39"
Tc=6.0 min CN=98 Runoff=0.12 cfs 0.007 af
Link 1L: HAMILTONSTREET Inflow=1.33 cfs 0.068 af
Primary=1.33 cfs 0.068 af
Link 3L: BROADWAY Inflow=0.12 cfs 0.007 af
Primary=0.12 cfs 0.007 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.074 af Average Runoff Depth = 1.04"
49.36% Pervious = 0.424 ac 50.64% Impervious = 0.435 ac
Existing Conditions Type 1124-hr 10-YR Rainfa11=3.62"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 8
Summary for Subcatchment 2S: (new Subcat)
Runoff = 1.33 cfs @ 12.00 hrs, Volume= 0.068 af, Depth= 0.97"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 10-YR Rainfall=3.62"
Area (s� CN Description
17,926 98 Paved parking, HSG A
18,482 39 >75% Grass cover, Good, HSG A
36,408 68 Weighted Average
18,482 50.76% Pervious Area
17,926 49.24% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.1 100 0.0850 0.27 Sheet Flow,
Grass: Short n= 0.150 P2= 2.57"
1.3 192 0.0150 2.49 Shallow Concentrated Flow,
Paved Kv= 20.3 fps
7.4 292 Total
Summary for Subcatchment 4S: (new Subcat)
Runoff = 0.12 cfs @ 11.97 hrs, Volume= 0.007 af, Depth= 3.39"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 10-YR Rainfall=3.62"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Link 1 L: HAMILTON STREET
Inflow Area = 0.836 ac, 49.24% Impervious, Inflow Depth = 0.97" for 10-YR event
Inflow = 1.33 cfs @ 12.00 hrs, Volume= 0.068 af
Primary = 1.33 cfs @ 12.00 hrs, Volume= 0.068 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 10-YR Rainfa11=3.62"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 9
Summary for Link 3L: BROADWAY
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth = 3.39" for 10-YR event
Inflow = 0.12 cfs @ 11.97 hrs, Volume= 0.007 af
Primary = 0.12 cfs @ 11.97 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 100-YR Rainfa11=5.93"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 10
Time span=0.00-60.00 hrs, dt=0.01 hrs, 6001 points x 3
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: (new Subcat) Runoff Area=36,408 sf 49.24% Impervious Runoff Depth=2.57"
Flow Length=292' Tc=7.4 min CN=68 Runoff=3.65 cfs 0.179 af
Subcatchment4S: (new Subcat) Runoff Area=1,036 sf 100.00% Impervious Runoff Depth=5.69"
Tc=6.0 min CN=98 Runoff=0.20 cfs 0.011 af
Link 1L: HAMILTONSTREET Inflow=3.65 cfs 0.179 af
Primary=3.65 cfs 0.179 af
Link 3L: BROADWAY Inflow=0.20 cfs 0.011 af
Primary=0.20 cfs 0.011 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.190 af Average Runoff Depth = 2.65"
49.36% Pervious = 0.424 ac 50.64% Impervious = 0.435 ac
Existing Conditions Type 1124-hr 100-YR Rainfa11=5.93"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 11
Summary for Subcatchment 2S: (new Subcat)
Runoff = 3.65 cfs @ 11.99 hrs, Volume= 0.179 af, Depth= 2.57"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 100-YR Rainfall=5.93"
Area (s� CN Description
17,926 98 Paved parking, HSG A
18,482 39 >75% Grass cover, Good, HSG A
36,408 68 Weighted Average
18,482 50.76% Pervious Area
17,926 49.24% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.1 100 0.0850 0.27 Sheet Flow,
Grass: Short n= 0.150 P2= 2.57"
1.3 192 0.0150 2.49 Shallow Concentrated Flow,
Paved Kv= 20.3 fps
7.4 292 Total
Summary for Subcatchment 4S: (new Subcat)
Runoff = 0.20 cfs @ 11.97 hrs, Volume= 0.011 af, Depth= 5.69"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 100-YR Rainfall=5.93"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Link 1 L: HAMILTON STREET
Inflow Area = 0.836 ac, 49.24% Impervious, Inflow Depth = 2.57" for 100-YR event
Inflow = 3.65 cfs @ 11.99 hrs, Volume= 0.179 af
Primary = 3.65 cfs @ 11.99 hrs, Volume= 0.179 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 100-YR Rainfa11=5.93"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 12
Summary for Link 3L: BROADWAY
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth = 5.69" for 100-YR event
Inflow = 0.20 cfs @ 11.97 hrs, Volume= 0.011 af
Primary = 0.20 cfs @ 11.97 hrs, Volume= 0.011 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Appendix I
Post-Development Watershed Delineation Map
Stormwater Pollution Prevention Plan
I - 1
� �� � ` �� " � � �16" ' �' 291.2 + �
� 3 � � 1
I ' / LEGEND:
� � � �
�' ' � � SUBCATCHMENT
� ` � /�� /� / BOUNDARY
3 / I
I SUBCATCHMENT
� I � BOUNDARY
� � � �
� 3� 8" I � �, ' �, '�, ' �, ' �, GREEN ROOF
i` � � 3 � � I 1
/ \ `, I 291.4 + �
� SUBCATCHMENT
� TCH BASIN 6 I INDICATOR
/ � m M=291.81 I
/ h � V(A)=289.55, 12"RCP 2-STORY
c.� ONNECTION NOT EVIDENT I BRICK BUILDING
� � 3 (q) 1 7 SUBCATCHMENT LABEL
� �
-� c� c'6
�? STORM MH 5 I
(D) � RIM=292.35 �
s �e� SUMP=289.18 � CURVE
�' MAINTENANCE ACCESS � � CATCH BASIN 4 ACREAGE
-� FOR CATCH BASIN 6 � NUMBER
U RIM=291.41
� �" 3 � INV(A)=287.84, 12"HDPE CATCH BASIN 3
`'�2��.�� O INV(8)=287.97. 12"HDPE RIM=291.25
2, 16"RCP V � c� INV(A)=288.32, 12"HDPE
v'(B)=186.6'7. 12"HDPE � y � INV(8)=288.35, 12"HDPE
°NV(C)=286.93, 16"RCP
arn!_-rc.c�� ,s'�c.r+?r�.c
Sr F 1
� 3 � �\\ \ FE=292 8$ STORM MH 2
t� 3 Q \ \ 'ST(A) I IN'V(A)9288.41, 12"HDPE
� - - - -
� � t� � `B �B� INV(8)=288.70, 12"HDPE
a � � � , �, ` sT iNv(c)=2ss.s� spPvc
I �' -L ` \\� /� ��s <a `�
� ! , ! � � 292.0 T � SAN. MH 1
~� \\ � � � � ('B �B� � / iN�u(aj9zss.>>, s�Pvc
GPS 1 � - - � \ 'S � INU(B)=288.26, 6"PVC f
`547061.090 ` � �� (q)
� 882398.41€?
EL:293.�i' \ / C> I
�'�\ � � � � S� �
`°�_ - � 292.5 + ST _ _
'I , � � G �ST /�
W
� � ' .. .. . �9J / � / � � .. .. .
�� � ���"'��"' • �"'1 �� r � � ��BJ SS� R1M=�95.L�;
� � � c: `'>'�, � -_ \.r� a��'"1,A1 G- 9. � SS. � INV(A)=29f
��'� �- -f � '\,,,'r � � . G - - � -O � � � iR rsn�-o�.
�` �, � ���'3���� `����, �"'� � ���� � � � � eo� � GREEN ROOF 6250SF � �� � �
� 1 ����� ��► � � G � O J �
,r
i 3 � ,� Q G � � eatJ �
f � _�� �j ;', W �• � �` - ._ � B0 �� �� � � � � � 3
�
, ,. 3
� �. , ; a ���-�_� o , � \
� �� � .'� ; � v� v� v� v� �- �,,--�.. � � � � � - + 296.0
_._ �
....,F
� � � ` W W W W W W W ' ��'"'"` .,.,,,� .. � �� � .
,.
,
,�.;.a.,. _�,...... '�.., . ;. . , . V
J � 3 �. �. �. �. �. �. �. _
... .;�_ .�--°..... W p p �
� � 3 tia�- ! X,' ,- � _ _ 1 W W W W W �` / ' m U U r
�^� , , �f•'-- W W W W W W W W W �''.ri.�,:^-l�I�,, ' �3 3�
ke
� � � � s
� ° g kf `@ e s!� W W W �Y � W �Y W =. , C�N�RF� � -
� , ( � �Y �Y J� �Y �Y J� �Y �Y �Y �Y , � � ... JS/OE�.yq� i
TF: 294.�0 ) , W W s� W W W W W W W �aa -�,'=,.t� ��\ ��
INV IN:289.74 ( y y y � y y y y y �
\ 3
INV OUT: 289.64(CONTRACTOR �' ` �, �, �, �, �, �, �, �, �, �' TRqFFic �
TO VERIFY ) � ,���� � .v v� � v� v� v� v� p � DA-3 �� �� ocF
�� - ,
( \3 � W W W W W � W W W O.OZ 98 � � �' �..
�
i � W W : W W � .
;�� �'� � 3 \ �X-CUT IN
� � � � � � � � 1� � � � � �� �`� � � ��HYDRANT NHfY.�
DA-X = I � _
W W � W � � �, � � ,;
� sraiR 0.31 98 `� "
B a��
T�. � � W W W W V� W � W W W 'W W `,k�
, W W W V� W W W W V� W �
�. ����� �d �
� .v W W W W v� v� v� W W v v *; t.; GREEN ROOF SEE DETAIL
_,�;Kri �z i �' � � � , �- � v� v� v� v� v� v� v� v .v v� v� � v� � 1�C505
��E IN WEST- FACE �` � � � �
1TY POLE � ' � W W W W v� v ;��.6 v� W W v� �
� � � ST + . � � _�
��,�J.44, � � W W W W W W W W W W W W �
l� '_-�
��..�, �zw�,F �
� a� $T + ` �. V� W V� W- W W W W ,
� - '. .... � \
.........
� l� q � Sr � I �'...�� }i:. ' • W W V� W W W W W V� W ��� 1 . 5
m + ... ,� Q
, �'� ...
, . , f t j N � W W W W W W W � �
� � 4J
�. � t �,� <
� � � �.-. ST + r �`�yBl W W W W �� \ �
.
`�' � 3�o ST a ST ,.�; �� ., �, ,�, '� "
..
..�, ; �
3 �' `� '` r 154 LF OF 12" HDPE � ..-.::•...:: .. pA-4 '� O i �
`� � -.,. � 1.90� _� -_ � __,. I ... •:..,,: s 0.12 98 �
o .>, � '
,.__ ' M
� ... ' 1S 1S .... �
,...x, . �!
�
.
.. .
. �, .. �� 24, � ls �"•�•.c..:z.:,�'...;�. .� ,`� ,�� `;` STORMWATER PLANTERS (TYP. 5)
�;Y
,� � � J 47�W CB2 �'�"' •• ,; • , , � SEE DETAIL 2/C505
� `� � �, 3 4 TF:297.2 „ . � u
� 3 `' � � � INV IN292.74: 43 LF OF 12 HPDE �' " •• . y „ � �
� Q / + 296.4 �, t,j r
3 _--1 T:292.64 00.50%
� �a o �l� � � � # 37 LF OF 12" H D o� �' �? 3 �'
� / � � 00.509b �A-2 ,
a � ,:
� � � `� � � ' � / 297.3 + �, .._ 0.3� s2
� 3 �� � / �
w 3 � � �; � �� /� ' STORM DETENTION SYSTEM ♦,.�y,
� � SEE DETAILS 3, 4 & 5/C505 g»
� � / � -�� /�� ___
a
W ____ � � ,�� ,
:) .� �' �°, � /� �' + 298.4 �i �..
� o
r ��
� � �O h' � � � i � � / � � � ' S N � � �
, e �J �� � i � � � � � \ �
"' �3 � � � / �,� �oN I _ ' � �
� S /� � � � �� eTE SIOFW K ' .,�
\ 3 3
/ � / _ _ // � � -.M..� /
�
i ���
- / v �3 ` I4t �/� �/ i� / � - - /1 � � �'
M � / s
� ; _. � � ,
,_. �
� c�ar � � � � FF /// _ -
�c�ar ,`_ / / ,� / E=3pp 62 ���` �_
12" ACP � � � 298.� } / � �
/
(REc) � � / _ � � 3 � 3
o �
0
%1 � `� / � � �° �°
1ATCH BASIN 17 � / " � �
RIM=295.64 /
=291.41, 12"RCP � �I � �/ /
, I � � 3 3
, �/ � �/ � � /
� � � 299 � /FFE=300.64 / � l
� 20' 10' 0 20'
SCALE: 1" =20'
THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS 269 BROADWAY CONTRACT No.: -
ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE MJ PROJ. No.: 987.04
DIRECTION OF A COMPARABLE E n g i n ee ri n g a n d
PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: �WE � P RO P OS E D WAT E RS H E D DATE: SEPTEMBER 2020
AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: �WE �. La n d S u rvey i n g � P . C .
ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE
FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: - a ' �� ��
VIOLATION OF THE NEW YORK STATE �,� ����
EDUCATION LAW AND/OR REGULATIONS 1533 Crescent Road - Clifton Park, NY 12065 PRIME HOLDINGS
AND IS A CLASS "A" MISDEMEANOR.
SEAL CITY OF SARATOGA NEW YORK
Appendix I
Post-Development HydroCAD Model
Stormwater Pollution Prevention Plan
I -2
9S
Rest of Bui ing
$S
10S
6th oor Terrace
Green oof
12P —��.�"
3S ��
14P Terrace St rmwater
Plan rs Broadway
Broadway
Green Roof with 8
Dome Grate
Y6L � Ce
9P 35P
Hamilton Stre
CBZ UNDERGROUND
DETENTION
ZS
Hamilton Street
Subcat Reach on Llnk Routing Diagram for Proposed Green Roof
Prepared by{enter your company name here}, Printed 7/12/2021
"" HydroCADO 10.00-22 s/n 05594 02018 HydroCAD Software Solutions LLC
Proposed Green Roof
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.142 39 >75% Grass cover, Good, HSG A (2S)
0.143 61 >75% Grass cover, Good, HSG B (10S)
0.196 98 Paved parking, HSG A (2S, 3S)
0.378 98 Roofs, HSG A (8S, 9S, 10S)
0.860 82 TOTAL AREA
Proposed Green Roof
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 3
Ground Covers (all nodes)
HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment
(acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers
0.142 0.143 0.000 0.000 0.000 0.286 >75% Grass cover, Good 2S, 10S
0.196 0.000 0.000 0.000 0.000 0.196 Paved parking 2S, 3S
0.378 0.000 0.000 0.000 0.000 0.378 Roofs 8S, 9S,
10S
0.716 0.143 0.000 0.000 0.000 0.860 TOTAL AREA
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 4
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: Hamilton Street Runoff Area=13,706 sf 54.75% Impervious Runoff Depth>0.32"
Tc=6.0 min CN=71 Runoff=0.17 cfs 0.008 af
Subcatchment3S: Broadway RunoffArea=1,036 sf 100.00% Impervious Runoff Depth>1.87"
Tc=6.0 min CN=98 Runoff=0.07 cfs 0.004 af
Subcatchment8S: 6th FloorTerrace RunoffArea=5,185 sf 100.00% Impervious Runoff Depth>1.87"
Tc=6.0 min CN=98 Runoff=0.36 cfs 0.019 af
Subcatchment9S: Rest of Building Runoff Area=3,847 sf 100.00% Impervious Runoff Depth>1.87"
Tc=0.0 min CN=98 Runoff=0.31 cfs 0.014 af
Subcatchment10S: Green Roof RunoffArea=13,670 sf 54.30% Impervious Runoff Depth>0.69"
Tc=6.0 min CN=81 Runoff=0.41 cfs 0.018 af
Pond 9P: CB2 Peak Elev=292.75' Inflow=0.02 cfs 0.009 af
12.0" Round Culvert n=0.013 L=154.5' S=0.0190 '/' Outflow=0.02 cfs 0.009 af
Pond 12P: TerraceStormwaterPlanters Peak EIev=300.56' Storage=424 cf Inflow=0.60 cfs 0.032 af
Outflow=0.51 cfs 0.026 af
Pond 14P: Green Roof with 8" Dome Grate Peak Elev=357.46' Storage=784 cf Inflow=0.41 cfs 0.018 af
Outflow=0.00 cfs 0.000 af
Pond 35P: UNDERGROUNDDETENTION Peak EIev=293.07' Storage=813 cf Inflow=0.51 cfs 0.026 af
12.0" Round Culvert n=0.013 L=43.0' S=0.0049 '/' Outflow=0.02 cfs 0.009 af
Link 6L: Hamilton Street Inflow=0.17 cfs 0.018 af
Primary=0.17 cfs 0.018 af
Link 7L: Broadway Inflow=0.07 cfs 0.004 af
Primary=0.07 cfs 0.004 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.062 af Average Runoff Depth = 0.87"
33.25% Pervious = 0.286 ac 66.75% Impervious = 0.574 ac
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 5
Summary for Subcatchment 2S: Hamilton Street
Runoff = 0.17 cfs @ 11.99 hrs, Volume= 0.008 af, Depth> 0.32"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
7,504 98 Paved parking, HSG A
6,202 39 >75% Grass cover, Good, HSG A
13,706 71 Weighted Average
6,202 45.25% Pervious Area
7,504 54.75% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, min Tc
Summary for Subcatchment 3S: Broadway
Runoff = 0.07 cfs @ 11.96 hrs, Volume= 0.004 af, Depth> 1.87"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, MIN TC 6.0
Summary for Subcatchment 8S: 6th Floor Terrace
Runoff = 0.36 cfs @ 11.96 hrs, Volume= 0.019 af, Depth> 1.87"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
5,185 98 Roofs, HSG A
5,185 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 6
Summary for Subcatchment 9S: Rest of Building
Runoff = 0.31 cfs @ 11.89 hrs, Volume= 0.014 af, Depth> 1.87"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
3,847 98 Roofs, HSG A
3,847 100.00% Impervious Area
Summary for Subcatchment 10S: Green Roof
Runoff = 0.41 cfs @ 11.98 hrs, Volume= 0.018 af, Depth> 0.69"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
6,247 61 >75% Grass cover, Good, HSG B
7,423 98 Roofs, HSG A
13,670 81 Weighted Average
6,247 45.70% Pervious Area
7,423 54.30% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Summary for Pond 9P: CB2
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 0.21" for 1year event
Inflow = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af
Outflow = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af, Atten= 0%, Lag= 0.0 min
Primary = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 292.75'@ 13.50 hrs
Flood Elev= 298.00'
Device Routing Invert Outlet Devices
#1 Primary 292.67' 12.0" Round Culvert
L= 154.5' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.67'/289.74' S= 0.0190 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.02 cfs @ 13.50 hrs HW=292.75' TW=0.00' (Dynamic Tailwater)
L1=Culvert (Inlet Controls 0.02 cfs @ 0.77 fps)
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 7
Summary for Pond 12P: Terrace Stormwater Planters
Inflow Area = 0.207 ac,100.00% Impervious, Inflow Depth > 1.87" for 1year event
Inflow = 0.60 cfs @ 11.91 hrs, Volume= 0.032 af
Outflow = 0.51 cfs @ 11.97 hrs, Volume= 0.026 af, Atten= 15%, Lag= 3.4 min
Primary = 0.51 cfs @ 11.97 hrs, Volume= 0.026 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 300.56'@ 11.97 hrs Surf.Area= 728 sf Storage= 424 cf
Flood Elev= 301.00' Surf.Area= 728 sf Storage= 1,711 cf
Plug-Flow detention time=97.9 min calculated for 0.026 af(81% of inflow)
Center-of-Mass det. time=46.5 min ( 781.7 - 735.2 )
Volume Invert Avail.Storage Storage Description
#1 300.50' 1,455 cf 3.00'W x 194.00'L x 0.50'H 6" Pondingx 5 -Impervious
#2 299.00' 109 cf 3.00'W x 24.25'L x 1.50'H Soil Mediax 5
546 cf Overall x 20.0% Voids
#3 298.00' 146 cf 3.00'W x 24.25'L x 1.00'H Gravel layerx 5
364 cf Overall x 40.0% Voids
#4 298.00' 1 cf 6.0" Round Pipe Storagex 5 -Impervious
L= 1.5'
1,711 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 293.00' 6.0" Round Culvert
L= 6.9' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 293.00'/292.97' S= 0.0043 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf
#2 Device 1 299.00' 0.250 in/hr Exfiltration Thru Media over SurFace area above 299.00'
Conductivity to Groundwater Elevation = 220.00'
Excluded Surface area = 728 sf
#3 Device 2 298.00' 240.000 in/hr Exfiltration Thru Gravel over SurFace area
Conductivity to Groundwater Elevation = 220.00'
#4 Device 1 300.50' 8" Nyloplast Dome X 5.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.080 0.220 0.390 0.450 0.450 0.500 0.580
0.630 0.670 0.700 0.740 0.760 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.49 cfs @ 11.97 hrs HW=300.56' TW=292.54' (Dynamic Tailwater)
L1=Culvert (Passes 0.49 cfs of 2.02 cfs potential flow)
2=Exfiltration Thru Media( Controls 0.00 cfs)
L3=Exfiltration Thru Gravel (Passes 0.00 cfs of 4.15 cfs potential flow)
4=8" Nyloplast Dome (Custom Controls 0.49 cfs)
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 8
Summary for Pond 14P: Green Roof with 8" Dome Grate
Inflow Area = 0.314 ac, 54.30% Impervious, Inflow Depth > 0.69" for 1year event
Inflow = 0.41 cfs @ 11.98 hrs, Volume= 0.018 af
Outflow = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min
Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 357.46'@ 20.00 hrs Surf.Area= 0 sf Storage= 784 cf
Flood Elev= 358.20' Surf.Area= 6,248 sf Storage= 2,937 cf
Plug-Flow detention time=(not calculated: initial storage exceeds outflow)
Center-of-Mass det. time= (not calculated: no outflow)
Volume Invert Avail.Storage Storage Description
#1 358.00' 1,250 cf 11.00'W x 568.00'L x 0.20'H Pondinglmpervious
#2 357.50' 625 cf 568.00'W x 11.00'L x 0.50'H Soil Media
3,124 cf Overall x 20.0% Voids
#3 357.33' 1,062 cf 11.00'W x 568.00'L x 0.17'H Drainage Laye�lmpervious
2,937 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 294.25' 12.0" Round Culvert
L= 7.8' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 294.25'/294.17' S= 0.0103 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
#2 Device 1 357.50' 0.500 in/hr Exfiltration over SurFace area above 357.50'
Conductivity to Groundwater Elevation = 300.00'
Excluded Surface area = 6,248 sf
#3 Device 1 358.00' 8" Dome Grate X 6.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.800 0.220 0.390 0.450 0.500 0.540 0.580
0.610 0.680 0.700 0.740 0.780 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=357.33' TW=292.00' (Dynamic Tailwater)
L1=Culvert (Passes 0.00 cfs of 23.62 cfs potential flow)
�2=Exfiltration ( Controls 0.00 cfs)
3=8" Dome Grate ( Controls 0.00 cfs)
Summary for Pond 35P: UNDERGROUND DETENTION
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 0.61" for 1year event
Inflow = 0.51 cfs @ 11.97 hrs, Volume= 0.026 af
Outflow = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af, Atten= 95%, Lag= 91.7 min
Primary = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 9
Peak Elev= 293.07'@ 13.50 hrs Surf.Area= 1,711 sf Storage= 813 cf
Flood Elev= 296.00' Surf.Area= 1,711 sf Storage= 4,064 cf
Plug-Flow detention time=224.7 min calculated for 0.009 af(35% of inflow)
Center-of-Mass det. time= 151.6 min ( 933.3 - 781.7 )
Volume Invert Avail.Storage Storage Description
#1 292.98' 2,278 cf Contech ChamberMaxx 2016x 48 Inside#2
Inside= 49.6"W x 25.2"H => 6.63 sf x 7.12'L = 47.2 cf
Outside= 49.6"W x 30.0"H => 6.92 sf x 7.12'L = 49.3 cf
Row Length Adjustment= +0.32' x 6.63 sf x 6 rows
#2 292.00' 1,787 cf 29.00'W x 59.00'L x 4.00'H Stone Bed
6,844 cf Overall - 2,377 cf Embedded= 4,467 cf x 40.0% Voids
4,064 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 292.98' 12.0" Round Culvert
L= 43.0' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.98'/292.77' S= 0.0049 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.02 cfs @ 13.50 hrs HW=293.07' TW=292.75' (Dynamic Tailwater)
L1=Culvert (Barrel Controls 0.02 cfs @ 0.99 fps)
Summary for Link 6L: Hamilton Street
Inflow Area = 0.836 ac, 65.81% Impervious, Inflow Depth > 0.25" for 1year event
Inflow = 0.17 cfs @ 11.99 hrs, Volume= 0.018 af
Primary = 0.17 cfs @ 11.99 hrs, Volume= 0.018 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Summary for Link 7L: Broadway
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth > 1.87" for 1year event
Inflow = 0.07 cfs @ 11.96 hrs, Volume= 0.004 af
Primary = 0.07 cfs @ 11.96 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 10
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: Hamilton Street Runoff Area=13,706 sf 54.75% Impervious Runoff Depth>1.09"
Tc=6.0 min CN=71 Runoff=0.66 cfs 0.029 af
Subcatchment3S: Broadway Runoff Area=1,036 sf 100.00% Impervious Runoff Depth>3.22"
Tc=6.0 min CN=98 Runoff=0.12 cfs 0.006 af
Subcatchment8S: 6th FloorTerrace RunoffArea=5,185 sf 100.00% Impervious Runoff Depth>3.22"
Tc=6.0 min CN=98 Runoff=0.61 cfs 0.032 af
Subcatchment9S: Rest of Building Runoff Area=3,847 sf 100.00% Impervious Runoff Depth>3.22"
Tc=0.0 min CN=98 Runoff=0.53 cfs 0.024 af
Subcatchment10S: Green Roof RunoffArea=13,670 sf 54.30% Impervious Runoff Depth>1.75"
Tc=6.0 min CN=81 Runoff=1.02 cfs 0.046 af
Pond 9P: CB2 Peak Elev=292.97' Inflow=0.29 cfs 0.038 af
12.0" Round Culvert n=0.013 L=154.5' S=0.0190 '/' Outflow=0.29 cfs 0.038 af
Pond 12P: TerraceStormwaterPlanters Peak EIev=300.59' Storage=504 cf Inflow=1.01 cfs 0.056 af
Outflow=0.89 cfs 0.050 af
Pond 14P: Green Roof with 8" Dome Grate Peak EIev=358.00' Storage=1,689 cf Inflow=1.02 cfs 0.046 af
Outflow=0.03 cfs 0.007 af
Pond 35P: UNDERGROUNDDETENTION Peak EIev=293.30' Storage=1,156 cf Inflow=0.89 cfs 0.057 af
12.0" Round Culvert n=0.013 L=43.0' S=0.0049 '/' Outflow=0.29 cfs 0.038 af
Link 6L: Hamilton Street Inflow=0.75 cfs 0.067 af
Primary=0.75 cfs 0.067 af
Link 7L: Broadway Inflow=0.12 cfs 0.006 af
Primary=0.12 cfs 0.006 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.136 af Average Runoff Depth = 1.91"
33.25% Pervious = 0.286 ac 66.75% Impervious = 0.574 ac
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 11
Summary for Subcatchment 2S: Hamilton Street
Runoff = 0.66 cfs @ 11.98 hrs, Volume= 0.029 af, Depth> 1.09"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
7,504 98 Paved parking, HSG A
6,202 39 >75% Grass cover, Good, HSG A
13,706 71 Weighted Average
6,202 45.25% Pervious Area
7,504 54.75% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, min Tc
Summary for Subcatchment 3S: Broadway
Runoff = 0.12 cfs @ 11.96 hrs, Volume= 0.006 af, Depth> 3.22"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, MIN TC 6.0
Summary for Subcatchment 8S: 6th Floor Terrace
Runoff = 0.61 cfs @ 11.96 hrs, Volume= 0.032 af, Depth> 3.22"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
5,185 98 Roofs, HSG A
5,185 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 12
Summary for Subcatchment 9S: Rest of Building
Runoff = 0.53 cfs @ 11.89 hrs, Volume= 0.024 af, Depth> 3.22"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
3,847 98 Roofs, HSG A
3,847 100.00% Impervious Area
Summary for Subcatchment 10S: Green Roof
Runoff = 1.02 cfs @ 11.97 hrs, Volume= 0.046 af, Depth> 1.75"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
6,247 61 >75% Grass cover, Good, HSG B
7,423 98 Roofs, HSG A
13,670 81 Weighted Average
6,247 45.70% Pervious Area
7,423 54.30% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Summary for Pond 9P: CB2
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 0.87" for 10year event
Inflow = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af
Outflow = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af, Atten= 0%, Lag= 0.0 min
Primary = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 292.97'@ 12.18 hrs
Flood Elev= 298.00'
Device Routing Invert Outlet Devices
#1 Primary 292.67' 12.0" Round Culvert
L= 154.5' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.67'/289.74' S= 0.0190 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.29 cfs @ 12.18 hrs HW=292.97' TW=0.00' (Dynamic Tailwater)
L1=Culvert (Inlet Controls 0.29 cfs @ 1.47 fps)
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 13
Summary for Pond 12P: Terrace Stormwater Planters
Inflow Area = 0.207 ac,100.00% Impervious, Inflow Depth > 3.22" for 10year event
Inflow = 1.01 cfs @ 11.91 hrs, Volume= 0.056 af
Outflow = 0.89 cfs @ 11.96 hrs, Volume= 0.050 af, Atten= 12%, Lag= 2.9 min
Primary = 0.89 cfs @ 11.96 hrs, Volume= 0.050 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 300.59'@ 11.96 hrs Surf.Area= 728 sf Storage= 504 cf
Flood Elev= 301.00' Surf.Area= 728 sf Storage= 1,711 cf
Plug-Flow detention time=73.1 min calculated for 0.050 af(89% of inflow)
Center-of-Mass det. time= 36.4 min ( 766.5 - 730.1 )
Volume Invert Avail.Storage Storage Description
#1 300.50' 1,455 cf 3.00'W x 194.00'L x 0.50'H 6" Pondingx 5 -Impervious
#2 299.00' 109 cf 3.00'W x 24.25'L x 1.50'H Soil Mediax 5
546 cf Overall x 20.0% Voids
#3 298.00' 146 cf 3.00'W x 24.25'L x 1.00'H Gravel layerx 5
364 cf Overall x 40.0% Voids
#4 298.00' 1 cf 6.0" Round Pipe Storagex 5 -Impervious
L= 1.5'
1,711 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 293.00' 6.0" Round Culvert
L= 6.9' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 293.00'/292.97' S= 0.0043 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf
#2 Device 1 299.00' 0.250 in/hr Exfiltration Thru Media over SurFace area above 299.00'
Conductivity to Groundwater Elevation = 220.00'
Excluded Surface area = 728 sf
#3 Device 2 298.00' 240.000 in/hr Exfiltration Thru Gravel over SurFace area
Conductivity to Groundwater Elevation = 220.00'
#4 Device 1 300.50' 8" Nyloplast Dome X 5.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.080 0.220 0.390 0.450 0.450 0.500 0.580
0.630 0.670 0.700 0.740 0.760 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.88 cfs @ 11.96 hrs HW=300.58' TW=293.10' (Dynamic Tailwater)
L1=Culvert (Passes 0.88 cfs of 2.02 cfs potential flow)
2=Exfiltration Thru Media( Controls 0.00 cfs)
L3=Exfiltration Thru Gravel (Passes 0.00 cfs of 4.15 cfs potential flow)
4=8" Nyloplast Dome (Custom Controls 0.88 cfs)
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 14
Summary for Pond 14P: Green Roof with 8" Dome Grate
Inflow Area = 0.314 ac, 54.30% Impervious, Inflow Depth > 1.75" for 10year event
Inflow = 1.02 cfs @ 11.97 hrs, Volume= 0.046 af
Outflow = 0.03 cfs @ 15.47 hrs, Volume= 0.007 af, Atten= 97%, Lag= 209.7 min
Primary = 0.03 cfs @ 15.47 hrs, Volume= 0.007 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 358.00'@ 15.45 hrs Surf.Area= 6,248 sf Storage= 1,689 cf
Flood Elev= 358.20' Surf.Area= 6,248 sf Storage= 2,937 cf
Plug-Flow detention time=366.1 min calculated for 0.007 af(15% of inflow)
Center-of-Mass det. time=261.1 min ( 1,048.1 - 786.9 )
Volume Invert Avail.Storage Storage Description
#1 358.00' 1,250 cf 11.00'W x 568.00'L x 0.20'H Pondinglmpervious
#2 357.50' 625 cf 568.00'W x 11.00'L x 0.50'H Soil Media
3,124 cf Overall x 20.0% Voids
#3 357.33' 1,062 cf 11.00'W x 568.00'L x 0.17'H Drainage Laye�lmpervious
2,937 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 294.25' 12.0" Round Culvert
L= 7.8' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 294.25'/294.17' S= 0.0103 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
#2 Device 1 357.50' 0.500 in/hr Exfiltration over SurFace area above 357.50'
Conductivity to Groundwater Elevation = 300.00'
Excluded Surface area = 6,248 sf
#3 Device 1 358.00' 8" Dome Grate X 6.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.800 0.220 0.390 0.450 0.500 0.540 0.580
0.610 0.680 0.700 0.740 0.780 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.03 cfs @ 15.47 hrs HW=358.00' TW=293.08' (Dynamic Tailwater)
L1=Culvert (Passes 0.03 cfs of 23.74 cfs potential flow)
�2=Exfiltration ( Controls 0.00 cfs)
3=8" Dome Grate (Custom Controls 0.03 cfs)
Summary for Pond 35P: UNDERGROUND DETENTION
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 1.31" for 10year event
Inflow = 0.89 cfs @ 11.96 hrs, Volume= 0.057 af
Outflow = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af, Atten= 67%, Lag= 13.5 min
Primary = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 15
Peak Elev= 293.30'@ 12.18 hrs Surf.Area= 1,711 sf Storage= 1,156 cf
Flood Elev= 296.00' Surf.Area= 1,711 sf Storage= 4,064 cf
Plug-Flow detention time= 159.7 min calculated for 0.038 af(67% of inflow)
Center-of-Mass det. time= 71.1 min ( 872.1 - 801.0 )
Volume Invert Avail.Storage Storage Description
#1 292.98' 2,278 cf Contech ChamberMaxx 2016x 48 Inside#2
Inside= 49.6"W x 25.2"H => 6.63 sf x 7.12'L = 47.2 cf
Outside= 49.6"W x 30.0"H => 6.92 sf x 7.12'L = 49.3 cf
Row Length Adjustment= +0.32' x 6.63 sf x 6 rows
#2 292.00' 1,787 cf 29.00'W x 59.00'L x 4.00'H Stone Bed
6,844 cf Overall - 2,377 cf Embedded= 4,467 cf x 40.0% Voids
4,064 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 292.98' 12.0" Round Culvert
L= 43.0' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.98'/292.77' S= 0.0049 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.29 cfs @ 12.18 hrs HW=293.30' TW=292.97' (Dynamic Tailwater)
L1=Culvert (Barrel Controls 0.29 cfs @ 1.98 fps)
Summary for Link 6L: Hamilton Street
Inflow Area = 0.836 ac, 65.81% Impervious, Inflow Depth > 0.96" for 10year event
Inflow = 0.75 cfs @ 12.00 hrs, Volume= 0.067 af
Primary = 0.75 cfs @ 12.00 hrs, Volume= 0.067 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Summary for Link 7L: Broadway
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth > 3.22" for 10year event
Inflow = 0.12 cfs @ 11.96 hrs, Volume= 0.006 af
Primary = 0.12 cfs @ 11.96 hrs, Volume= 0.006 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 16
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: Hamilton Street Runoff Area=13,706 sf 54.75% Impervious Runoff Depth>2.85"
Tc=6.0 min CN=71 Runoff=1.68 cfs 0.075 af
Subcatchment3S: Broadway Runoff Area=1,036 sf 100.00% Impervious Runoff Depth>5.48"
Tc=6.0 min CN=98 Runoff=0.21 cfs 0.011 af
Subcatchment8S: 6th FloorTerrace RunoffArea=5,185 sf 100.00% Impervious Runoff Depth>5.48"
Tc=6.0 min CN=98 Runoff=1.03 cfs 0.054 af
Subcatchment9S: Rest of Building Runoff Area=3,847 sf 100.00% Impervious Runoff Depth>5.48"
Tc=0.0 min CN=98 Runoff=0.88 cfs 0.040 af
Subcatchment10S: Green Roof RunoffArea=13,670 sf 54.30% Impervious Runoff Depth>3.82"
Tc=6.0 min CN=81 Runoff=2.16 cfs 0.100 af
Pond 9P: CB2 Peak Elev=293.55' Inflow=1.85 cfs 0.130 af
12.0" Round Culvert n=0.013 L=154.5' S=0.0190 '/' Outflow=1.85 cfs 0.130 af
Pond 12P: TerraceStormwaterPlanters Peak EIev=300.63' Storage=623 cf Inflow=1.70 cfs 0.095 af
Outflow=1.54 cfs 0.089 af
Pond 14P: Green Roof with 8" Dome Grate Peak EIev=358.02' Storage=1,831 cf Inflow=2.16 cfs 0.100 af
Outflow=2.33 cfs 0.061 af
Pond 35P: UNDERGROUNDDETENTION Peak Elev=293.95' Storage=2,078 cf Inflow=3.67 cfs 0.150 af
12.0" Round Culvert n=0.013 L=43.0' S=0.0049 '/' Outflow=1.85 cfs 0.130 af
Link 6L: Hamilton Street Inflow=2.89 cfs 0.205 af
Primary=2.89 cfs 0.205 af
Link 7L: Broadway Inflow=0.21 cfs 0.011 af
Primary=0.21 cfs 0.011 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.280 af Average Runoff Depth = 3.91"
33.25% Pervious = 0.286 ac 66.75% Impervious = 0.574 ac
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 17
Summary for Subcatchment 2S: Hamilton Street
Runoff = 1.68 cfs @ 11.97 hrs, Volume= 0.075 af, Depth> 2.85"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
7,504 98 Paved parking, HSG A
6,202 39 >75% Grass cover, Good, HSG A
13,706 71 Weighted Average
6,202 45.25% Pervious Area
7,504 54.75% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, min Tc
Summary for Subcatchment 3S: Broadway
Runoff = 0.21 cfs @ 11.96 hrs, Volume= 0.011 af, Depth> 5.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, MIN TC 6.0
Summary for Subcatchment 8S: 6th Floor Terrace
Runoff = 1.03 cfs @ 11.96 hrs, Volume= 0.054 af, Depth> 5.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
5,185 98 Roofs, HSG A
5,185 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 18
Summary for Subcatchment 9S: Rest of Building
Runoff = 0.88 cfs @ 11.89 hrs, Volume= 0.040 af, Depth> 5.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
3,847 98 Roofs, HSG A
3,847 100.00% Impervious Area
Summary for Subcatchment 10S: Green Roof
Runoff = 2.16 cfs @ 11.97 hrs, Volume= 0.100 af, Depth> 3.82"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
6,247 61 >75% Grass cover, Good, HSG B
7,423 98 Roofs, HSG A
13,670 81 Weighted Average
6,247 45.70% Pervious Area
7,423 54.30% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Summary for Pond 9P: CB2
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 3.00" for 100year event
Inflow = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af
Outflow = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af, Atten= 0%, Lag= 0.0 min
Primary = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 293.55'@ 12.08 hrs
Flood Elev= 298.00'
Device Routing Invert Outlet Devices
#1 Primary 292.67' 12.0" Round Culvert
L= 154.5' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.67'/289.74' S= 0.0190 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=1.82 cfs @ 12.08 hrs HW=293.54' TW=0.00' (Dynamic Tailwater)
L1=Culvert (Inlet Controls 1.82 cfs @ 2.51 fps)
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 19
Summary for Pond 12P: Terrace Stormwater Planters
Inflow Area = 0.207 ac,100.00% Impervious, Inflow Depth > 5.48" for 100year event
Inflow = 1.70 cfs @ 11.91 hrs, Volume= 0.095 af
Outflow = 1.54 cfs @ 11.95 hrs, Volume= 0.089 af, Atten= 9%, Lag= 2.6 min
Primary = 1.54 cfs @ 11.95 hrs, Volume= 0.089 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 300.63'@ 11.95 hrs Surf.Area= 728 sf Storage= 623 cf
Flood Elev= 301.00' Surf.Area= 728 sf Storage= 1,711 cf
Plug-Flow detention time=51.1 min calculated for 0.088 af(93% of inflow)
Center-of-Mass det. time=26.4 min ( 753.6 - 727.2 )
Volume Invert Avail.Storage Storage Description
#1 300.50' 1,455 cf 3.00'W x 194.00'L x 0.50'H 6" Pondingx 5 -Impervious
#2 299.00' 109 cf 3.00'W x 24.25'L x 1.50'H Soil Mediax 5
546 cf Overall x 20.0% Voids
#3 298.00' 146 cf 3.00'W x 24.25'L x 1.00'H Gravel layerx 5
364 cf Overall x 40.0% Voids
#4 298.00' 1 cf 6.0" Round Pipe Storagex 5 -Impervious
L= 1.5'
1,711 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 293.00' 6.0" Round Culvert
L= 6.9' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 293.00'/292.97' S= 0.0043 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf
#2 Device 1 299.00' 0.250 in/hr Exfiltration Thru Media over SurFace area above 299.00'
Conductivity to Groundwater Elevation = 220.00'
Excluded Surface area = 728 sf
#3 Device 2 298.00' 240.000 in/hr Exfiltration Thru Gravel over SurFace area
Conductivity to Groundwater Elevation = 220.00'
#4 Device 1 300.50' 8" Nyloplast Dome X 5.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.080 0.220 0.390 0.450 0.450 0.500 0.580
0.630 0.670 0.700 0.740 0.760 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=1.54 cfs @ 11.95 hrs HW=300.63' TW=293.50' (Dynamic Tailwater)
L1=Culvert (Passes 1.54 cfs of 1.99 cfs potential flow)
2=Exfiltration Thru Media( Controls 0.00 cfs)
L3=Exfiltration Thru Gravel (Passes 0.00 cfs of 4.15 cfs potential flow)
4=8" Nyloplast Dome (Custom Controls 1.54 cfs)
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 20
Summary for Pond 14P: Green Roof with 8" Dome Grate
Inflow Area = 0.314 ac, 54.30% Impervious, Inflow Depth > 3.82" for 100year event
Inflow = 2.16 cfs @ 11.97 hrs, Volume= 0.100 af
Outflow = 2.33 cfs @ 12.01 hrs, Volume= 0.061 af, Atten= 0%, Lag= 2.8 min
Primary = 2.33 cfs @ 12.01 hrs, Volume= 0.061 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 358.02'@ 12.00 hrs Surf.Area= 6,248 sf Storage= 1,831 cf
Flood Elev= 358.20' Surf.Area= 6,248 sf Storage= 2,937 cf
Plug-Flow detention time= 126.7 min calculated for 0.061 af(61% of inflow)
Center-of-Mass det. time= 55.9 min ( 825.5 - 769.5 )
Volume Invert Avail.Storage Storage Description
#1 358.00' 1,250 cf 11.00'W x 568.00'L x 0.20'H Pondinglmpervious
#2 357.50' 625 cf 568.00'W x 11.00'L x 0.50'H Soil Media
3,124 cf Overall x 20.0% Voids
#3 357.33' 1,062 cf 11.00'W x 568.00'L x 0.17'H Drainage Laye�lmpervious
2,937 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 294.25' 12.0" Round Culvert
L= 7.8' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 294.25'/294.17' S= 0.0103 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
#2 Device 1 357.50' 0.500 in/hr Exfiltration over SurFace area above 357.50'
Conductivity to Groundwater Elevation = 300.00'
Excluded Surface area = 6,248 sf
#3 Device 1 358.00' 8" Dome Grate X 6.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.800 0.220 0.390 0.450 0.500 0.540 0.580
0.610 0.680 0.700 0.740 0.780 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=2.04 cfs @ 12.01 hrs HW=358.02' TW=293.76' (Dynamic Tailwater)
L1=Culvert (Passes 2.04 cfs of 23.75 cfs potential flow)
�2=Exfiltration ( Controls 0.00 cfs)
3=8" Dome Grate (Custom Controls 2.04 cfs)
Summary for Pond 35P: UNDERGROUND DETENTION
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 3.45" for 100year event
Inflow = 3.67 cfs @ 12.01 hrs, Volume= 0.150 af
Outflow = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af, Atten= 49%, Lag= 4.3 min
Primary = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 21
Peak Elev= 293.95'@ 12.10 hrs Surf.Area= 1,711 sf Storage= 2,078 cf
Flood Elev= 296.00' Surf.Area= 1,711 sf Storage= 4,064 cf
Plug-Flow detention time=78.3 min calculated for 0.130 af(87% of inflow)
Center-of-Mass det. time= 35.8 min ( 818.8 - 782.9 )
Volume Invert Avail.Storage Storage Description
#1 292.98' 2,278 cf Contech ChamberMaxx 2016x 48 Inside#2
Inside= 49.6"W x 25.2"H => 6.63 sf x 7.12'L = 47.2 cf
Outside= 49.6"W x 30.0"H => 6.92 sf x 7.12'L = 49.3 cf
Row Length Adjustment= +0.32' x 6.63 sf x 6 rows
#2 292.00' 1,787 cf 29.00'W x 59.00'L x 4.00'H Stone Bed
6,844 cf Overall - 2,377 cf Embedded= 4,467 cf x 40.0% Voids
4,064 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 292.98' 12.0" Round Culvert
L= 43.0' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.98'/292.77' S= 0.0049 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=1.75 cfs @ 12.08 hrs HW=293.93' TW=293.54' (Dynamic Tailwater)
L1=Culvert (Outlet Controls 1.75 cfs @ 2.91 fps)
Summary for Link 6L: Hamilton Street
Inflow Area = 0.836 ac, 65.81% Impervious, Inflow Depth > 2.94" for 100year event
Inflow = 2.89 cfs @ 12.03 hrs, Volume= 0.205 af
Primary = 2.89 cfs @ 12.03 hrs, Volume= 0.205 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Summary for Link 7L: Broadway
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth > 5.48" for 100year event
Inflow = 0.21 cfs @ 11.96 hrs, Volume= 0.011 af
Primary = 0.21 cfs @ 11.96 hrs, Volume= 0.011 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Appendix J
Stormwater Design Calculations
Stormwater Pollution Prevention Plan
J
TOTAL WATER QUALITY VOLUME CALCULATION
For ALL DEVELOPMENT PROJECTS in Non-Impaired Watersheds
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 4/21/2021
Address: By: Alex Wilson
County: Saratoga
SITE CHARACTERISTICS
Project Type: Redevelopment with INCREASED Impervious
90% Rain (P): 1.10 inches
Total Proiect Area (DA): 37,444.00 sf 0.860 ac
Existin� Impervious Area: 18,961.00 sf 0.435 ac
Total Project Impervious Area (I): 31,242.00 sf 0.717 ac
Difference in Impervious Area: 12,281.00 sf 0.282 ac
Percent Increase/Reduction: 64.77%
Proprietary Devices?
Is a Proprietary Practice being used? No (Can onlybe used on existing impervious)
Existing Impervious to practice? sf 0.000 ac
% Existing Impervious to practice? 0.00%
BASE WATER QUALITY VOLUME
Re-Development Areas
Redevelopment Impervious Area: 18,961 sf(from aboveJ
Total Redevelopment Area: 18,961 sf
Percent Existing Impervious (i): 100.00%
New Development Areas
Proposed New Impervious Area: 12,281 sf
Total New Development Area: 18,483 sf
Percent New Impervious (i): 66.44%
Calculation of Runoff Coef.(Rv) =0.05+ [(0.009)*(i)] _
Re-Development Runoff Coef. (Rv) = 0.950
New Development Runoff Coef. (Rv) = 0.648
WQ�= ��P) * �A) * IR�) �/12 =
Existing Impervious WQv= 413 cf 0.009 ac ft For redevelopment projects
total equals 25%of
New Impervious WQv= 1,098 cf 0.025 ac ft
calculated WQv for SMPs or
Adjusted Min Required WQv= 1,511 cf 0.035 ac ft 75%for proprietary devices
BREAKDOWN OF SUBCATCHMENTS
Calculations below assume no ro rietar ractice is bein used for treatement of redevelo ment runoff.
Catchment Total Area Total Prop. Exist. Imp.Area Min WQv WQv Going Development
Name (sf) Imperv.Area (sf) (sf) Required to Practice Type Treatment Practice
1 22,702 22,702 12,032 1,191 1,977 Redev+
2 13,706 7,504 5,893 297 682 Redev+
3 1,036 1,036 1,036 23 90 Redev=
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
Updated 4/19/18 BASE WQv CALCULATION
TOTAL WATER QUALITY VOLUME CALCULATION
For ALL DEVELOPMENT PROJECTS in Non-Impaired Watersheds
Total 37,444 31,242 18,961 1,511 2,749 � �� ,��°���� � �� � ��
�F����eme��«����a�e�a�»�z.
Updated 4/19/18 BASE WQv CALCULATION
MINIMUM RRv CALCULATION
For All Development Projects in Non-Impaired Watersheds
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 4/21/2021
Address: By: Alex Wilson
County: Saratoga
SOIL DATA FOR PROJECT SITE
Area by Hydrologic Soil Group (HSG)
Catchment A B C D Total
Na me (sf) (sf) (sf) (sf) (sf)
1 22,702 22,702.00
2 13,706 13,706.00 t��;i
3 1,036 1,036.00 0��
4 0.00 0.00 o i,'.
5 0.00 0.00 o r�
6 0.00 0.00 a i<:.
7 0.00 0.00 c��i
8 0.00 0.00 �i<.
9 0.00 0.00 0�<:
10 0.00 0.00 �i<.
11 0.00 0.00 c��,.
10 0.00 oi�:
Total 37,444.00 0.00 0.00 0.00 37,444.00
S 0.55 0.40 0.30 0.20 0.55 Adjusted S
Adjusted
20,594.20 0.00 0.00 0.00 20,594.20
Total (sf)
Percentage 100.00% 0.00% 0.00% 0.00%
MINIMUM RRv CALCULATION
90% Rain (P): 1.10 inches
Proposed Increased Impervious Area: 12,281.00 sf
Rv(100% I) = 0.05 +0.009(I) = 0.95
HSG Specific Reduction Factor= 0.55
Min. RRv= [(P) * (Rv) * (Ai) * (S) ]/12 = 588 cf 0.014 ac-ft
MIN. RRv CALCULATION
SWPPP SUMMARY
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 7/8/2021
Address: By: R.CARROLL
County: Saratoga
Min. Runoff Treatment Volume (WQv)for Project: 1,511 cf 0.035 ac ft
Min.Volume of WQv to be met by Runoff Red.(RRv): 588 cf 0.014 ac
SUMMARY OF SMPs
GREEN INFRASTRUCTURE AREA REDUCTION TECHNIQUES
Contrib.
Contrib. Imperv. Revised Revised
DEC Ref. Area Area Min. RRv WQv
Area Reduction Technique No. sf sf cf cf
Conservation of Natural Areas RR-1
Sheetflow to Riparian Buffers/Filter Strips RR-2
Tree Planting/Tree Box RR-3 100 300
Disconnection of Rooftop Runoff RR-4
Total Area Reduction 100 300
Revised Areas 0.00 0.00
Revised WQv& Minimum RRv N/A 1,511
GREEN INFRASTRUCTURE RUNOFF REDUCTION TECHNIQUES
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Volume Reduction Technique No. sf sf cf cf
Vegetated Swale RR-5
Rain Garden (2) RR-6
Stormwater Planter RR-7 5,185 5,185 330.00
Rain Barrel/Cistern RR-8
Porous Pavement RR-9
Green Roof RR-10 13,670 13,670 1,190.43
Totals 18,855 18,855 1,520 -
STANDARD SMPs W/RRv CAPACITY
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Volume Reduction Technique No. sf sf cf cf
Infiltration Trench I-1
Infiltration Basins I-2
Dry Well I-3
Underground Infiltration System I-5 0
Bioretention & Infiltration Bioretention (Total) F-5
Dry Swale O-2
Totals 0 0 0 0
SUMMARY PAGE 4 OF 2
SWPPP SUMMARY
STANDARD SMPs
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Standard Management Practice No. sf sf cf cf
Micropool Extended Detention P-1
Wet Pond P-2
Wet Extended Detention P-3
Multiple Pond System P-4
Pocket Pond P-5
Surface Sand Filter F-1
Underground Sand Filter F-2
Perimeter Sand Filter F-3
Organic Filter F-4
Shallow Wetland W-1
Extended Detention Wetland W-2
Pond/Wetland System W-3
Pocket Wetland W-4
Wet Swale O-2
Totals - - -
PROPRIETARY TREATMENT SYSTEMS
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Type No. sf sf cf cf
Contech HDS
SUMMARY
Runoff Reduced (RRv) Runoff Treated (WQv)
cf ac ft cf ac-ft
Required WQv after Area Reduction Practices: N/A 0.035
Total Provided by Treatment Practices 0.035 0.000
Total WQv Provided Including Runoff Reduced (ac-ft) 0.035
� � �,,.,,��
��, 4���,�,, ��a�d��Es �_
SUMMARY PAGE 5 OF 2
BIORETENTION CALCULATION (F-5)
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: ########
Address: By: Alex Wilsoi
County: Saratoga
DRAINAGE AREA TO BE TREATED BY PRACTICE
Catchment Total Area Imperv. WQv Going Min.
% Impery Rv to Practice Required Treatment Practice
Name (sf) Area (sf) ��f� Wqv(cf)
2 5,185 5,185 100% 0.950 452 333 Redev+
Tota I 5,185 5,185 452 333
SOIL INFORMATION
Soil Group: A
Infiltration Rate: 0 in/hour
MINIMUM REQUIRED FILTER AREA
Water Quality Volume (WQv): 452 cf
Depth of Soil Media (Ds): 1.5 ft
Hydraulic Conductivity (k): 4.0 ft/day
Depth of Drainage Layer(Dd) 1.0 ft
Average Height of Ponding Water(Dp): 0.5 ft 5inchesmax.
FilterTime (tf): 0.17 days
Required FilterArea (Af): 498 5f ForWQv
ACTUAL AREA PROVIDED
Filter Width: 3.00 ft
Filter Length: 121.25 ft
Filter Area: 363.75 sf
Volume Provided: 329.80 cf
WQv& RRv CAPACITY
RRv Applied: 329.80 cf
0.008 ac ft 100°0 of wQv
Updated 4/19/18 BIORETENTION NO. XX
BIORETENTION CALCULATION (F-5)
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: ########
Address: By: Alex Wilsoi
County: Saratoga
DRAINAGE AREA TO BE TREATED BY PRACTICE
Catchment Total Area Imperv. WQv Going Min.
% Impery Rv to Practice Required Treatment Practice
Name (sf) Area (sf) ��f� Wqv(cf)
1 13,670 13,670 100% 0.950 1,190 554 Redev+
Total 13,670 13,670 1,190 554
SOIL INFORMATION
Agr Green Roof Area 6247 sf
Dsm Depth Soil Media 0.5 ft
Ddl Depth Drainage Layer 0.17 ft
Psm Porosity of Soil Media 0.2
Pdl Porosity of Drainage Layer 0.25
Vsm 625 cf
Vdl 265.5 ft
Dp Ponding Depth 0.2 ft
Storage Volume 2,139.6 ft/day
WQv& RRv CAPACITY
RRv Applied: 1,190.43 cf
0.027 ac ft 100°0 of wQv
Updated 4/19/18 BIORETENTION NO. XX
AREA REDUCTION PRACTICES
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 4/21/2021
Address: By: Alex Wilson
County: Saratoga
CONSERVATION OF NATURAL AREAS
Total Contributing Area: 0 sf 0.000 ac
Total Contributing Impervious Area: 0 sf 0.000 ac
Total Area to be protected as a Natural Conservation
Area �sf 0.000 ac
RIPARIAN BUFFERS/FILTER STRIPS
Total Contributing Area: sf 0.000 ac
Total Contributing Impervious Area: sf 0.000 ac
TREE PLANTING/TREE PRESERVATION
EXISTING PRESERVED TREES
No. Exist.Trees Preserved:
Contrib. Area to each Preserved Tree: sf
Contrib. Impervious Area to Preserved Each Tree: sf
PROPOSED TREES
No. of Proposed Trees: 3
Contrib. Area to Each Proposed Tree: 100 sf
Contrib. Impervious Area to Proposed Tree: 300 sf
PROPOSED TREES WITHIN RAISED PLANTER BEDS(WRPB)
No. of Proposed Trees within planter bed:
Contrib. Area to Each Proposed Tree: sf
Contrib. Impervious Area to Proposed Tree: sf
Total Contribing Area Reduced by Trees: 100.00 cf 0.002 ac
Total Contributing Impervious Area Reduced by Trees: 300.00 cf 0.007 ac
AREA REDUCTION PRACTICES
Appendix K
Erosion and Sediment Control Plans
Stormwater Pollution Prevention Plan
K
Cost Estimate for Letter of Credit (Template)
(Note: This is not an all inclusive list. Please adjust for project specifics.)
Planning Board No.: 20200174
Project: 269 Broadway
Location: 269 Broadway
Saratoga Springs, NY
Date: 7/23/2021
Firm Name&Preparer: M.J. Engineering
On Site (All infrastructure 8�amenities on private property)
Item# Item/Remarks Quantity Unit Unit Cost Subtotal %Complete Reduced $
Site Preparation and Gradinq
1 Clearing &Grubbing 0.55 AC $10,000.00 $5,500.00 0% $5,500.00
2 Misc. Erosion Control Measures 1 LS $8,000.00 $8,000.00 0% $8,000.00
Demolition
3 Asphalt Removal 8,280 SF $4.00 $33,120.00 0% $33,120.00
4 Concrete Removal 1,060 SF $5.00 $5,300.00 0% $5,300.00
Hard Scape
5 Granite Curbing 115 LF $40.00 $4,600.00 0% $4,600.00
6 Stone Subbase 105 CY $30.00 $3,150.00 0% $3,150.00
7 Concrete Curbing 50 LF $23.00 $1,150.00 0% $1,150.00
8 Concrete Sidewalk 1,295 SF $5.00 $6,475.00 0% $6,475.00
9 Retaining Wall 80 LF $150.00 $12,000.00 0% $12,000.00
Site Amenities
10 Traffic Signs 7 EA $250.00 $1,750.00 0% $1,750.00
11 Striping 396 LS $0.40 $158.40 0% $158.40
12 Crosswalk 1 LS $1,000.00 $1,000.00 0% $1,000.00
13 Bench 2 EA $500.00 $1,000.00 0% $1,000.00
14 Bike Rack 1 EA $1,000.00 $1,000.00 0% $1,000.00
15 Site Lighting 1 LS $6,000.00 $6,000.00 0% $6,000.00
16
Site Water
17 6" DIP Class 52 Water Main 45 LF $30.00 $1,350.00 0% $1,350.00
18 Water Fittings 1 LS $2,000.00 $2,000.00 0% $2,000.00
Site Sanitary
19 4"SDR-26 Sanitary Line&Stone 25 LF $10.00 $250.00 0% $250.00
20 6"SDR-26 Sanitary Line&Stone 65 LF $15.00 $975.00 0% $975.00
21 Manhole Structure 1 EA $1,000.00 $1,000.00 0% $1,000.00
Site Storm
22 12" HDPE Storm Drain &Stone 90 LF $35.00 $3,150.00 0% $3,150.00
23 Catch Basin 3 EA $1,000.00 $3,000.00 0% $3,000.00
Stormwater Manaqement
24 UG Infiltration Chambers 1 EA $50,000.00 $50,000.00 0% $50,000.00
269 Broadway Estimate.xls
Item# Item/Remarks Quantity Unit Subtotal %Complete Reduced $
Landscapinq
25 Topsoil/Seed/Mulch 5250 SF $2.00 $10,500.00 0% $10,500.00
26 Deciduous Trees 1 EA $750.00 $750.00 0% $750.00
27 Shrubs 66 EA $100.00 $6,600.00 0% $6,600.00
Total onsite Work $169,778.40 $169,778.40
Total onsite X.25 $42,444.60 $42,444.60
Off Site (All infrastructure 8� amenities to be dedicated to the City)
Item# Item/Remarks Quantity Unit Subtotal %Complete Reduced $
Road Construction
28 Stone Subbase 50 CY $30.00 $1,500.00 0% $1,500.00
29 Asphalt Pavement(Binder) 450 SF $4.00 $1,800.00 0% $1,800.00
30 Asphalt Pavement(Top) 450 SF $4.00 $1,800.00 0% $1,800.00
31 Concrete Curbing 90 LF $23.00 $2,070.00 0% $2,070.00
32 Concrete Sidewalk 1,310 SF $5.00 $6,550.00 0% $6,550.00
Site Amenities
33 Crosswalk 1 LS $1,500.00 $1,500.00 0% $1,500.00
Off Site Water
34 6" DIP class 52 Water Main 15 LF $30.00 $450.00 0% $450.00
35 6" Mueller Gate Valve 1 EA $500.00 $500.00 0% $500.00
36 Testing &Disinfection 1 LS $1,000.00 $1,000.00 0% $1,000.00
Site Sanitary
37 SDR-35 6"Sanitary Service to PL&Stone 1 LS $5,000.00 $5,000.00 0% $5,000.00
38 Manhole Structure 1 EA $1,000.00 $1,000.00 0% $1,000.00
Site Storm
39 Catch Basin 1 EA $1,000.00 $1,000.00 0% $1,000.00
Misc.
40 As-built Drawing 1 LS $6,000.00 $6,000.00 0% $6,000.00
Total offsite Work $30,170.00 $30,170.00
Total On-Site Work X25% $42,444.60
Total Off-Site work $30,170.00
Total LOC Amount= $72,614.60 *New LOC Reduced Amount= $72,614.60
City LOC Approval/Date City LOC Reduction Approval/Date
*LOC cannoi be reduced to less than 25%of the original LOC amount.
Maximum Reduction 75%_ $18,153.65
269 Broadway Estimate.xls
> >
�
INDEX OF SHEETS RECORD OF SUBMISSION
COVER C-001 t,,,,_ , PRELIMINARY SUBMISSION JULY 26, 2021
NOTES & LEGEND C-002 '�' �"�:�J� � �"� 1� �°���
� �� �,; � �:::��
; z� ���;. �!�;`��'�
EXISTING CONDITIONS PLAN C-100 � �- �'�Q'�� �' `' "`�'"'`�� ��'����
`�? r�±,t�s,sc
� � � 5nrir+�
� �
REMOVALS PLAN C-110 � `�°'�'�Ui�+�� '� : �' �"`��`cL
� f',r,�i..�ti�Y c� �
a �
LAYOUT PLAN C-120
� gN I��n U�� ����irl V• � �Y:.r°knJ� �, . '�'iF%..,r
GRADING & DRAINAGE PLAN C-130 � ` � � `= -� °� �u,� ` :: ° � � ri41�
.� � � __ �r � � W
i' n � " �ir `� �
UTI LITY PLAN C-140 � "� ` `� � f �
� � �� � ,-
� �
� �
. � � ` e;� � � �.
EROSION CONTROL & LANDSCAPING PLAN C-150 `� C�� �n� y����, � � 4� � � �,
r�� e�E4R.iii�+!h9''I' ..,, 4+1�iir�. �- � �� 4 � t a rt.
SITE DETAILS C-500 � ���'��= ���t�� `' �t��-�:�-
��,�' � � `�' •-' � � �•!,:i�ur � �
SITE DETAILS C-501 � � ,�„�S� �y
S ITE DETAI LS C-502 � � ���°���` � ��r"���` R �
Y 4� � � `t `'Yhli.!�.'1�� � '.�:�-�'
SITE DETAILS C-503 L� u �":�"-'.+`
-� v
�a►.�" �' � SITE :-'�, �ot.::������
a
� � � �
�S�skL". �;� � '�" C, �` _ �as°9�
SITE DETAILS C-504 a Asr,� �� �] � �3 - .� ;r.�`
SITE DETAILS C-505 �LL L � �` .:� `�����r �'�`
�, 4
' � !4':.t r
S I T E D E TA I L S C-5 0 6 `�' � V,1 Circu�ar 51 � � � � ,� �a,�,;xt,���� �
�, _;�,���u� �� �ircuta� �r�� � ' �
. ti � �� �
L +" µ� � �,,i �JV j fLf�.i 7
�y� �
.t"
- u,•�� Q 9 �
';
�
�c����� x �di:,L1F�r.uk �
' +t�d�:tar�e -
;. �r. _
�,
�' 4.'i y
G ~ }�
I',: ��� �j��T!71 c[ °� +�"t'�y711I�.L�
.r � � u
..,f. . �.
'r �
_ _�'' r"y'S - - -. -�
LOCATION MAP
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and COVER �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C�OO �
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-001 COVER.dwg (Layout: C-001 )
Date: Mon, Jul 26, 2021 - 1:27 PM (Name: aborza)
GENERAL CONSTRUCTION NOTES: GENERAL NOTES:
LEGEND
1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES AND 1. DIG SAFELY NEW YORK TO BE CONTACTED PRIOR TO COMMENCING 1-800-962-7962
REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT 2, THIS PROJECT MAY REQUIRE THE USE OF BLASTING FOR EXCAVATION. CONTRACTOR TO EXISTING � / -' � ��
(SEQR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE MUNICIPAL LAWS, INCLUDING COORDINATE WITH THE VILLAGE OF VICTORY AND CITY ENGINEER FOR SAFETY PROTOCOLS V � `��S
FLOODPLAIN MANAGEMENT LAWS. AND PROPERTY NOTIFICATIONS AT LEAST TWO WEEKS IN ADVANCE. _ P
CONTOUR MINOR --------�sas----------
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY CONTOUR MAJOR ----- �550------- �
2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER,
COMPLETED AND MAINTAINED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND EDGE OF PATH �""
SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW ---------------------
STANDARDS. � � _ -- �
YORK STATE LICENSED LAND SURVEYOR. WOODS/BRUSH
4. CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED FENCE '-
3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT � �
UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR S �i
LANDS FREE OF DEBRIS, SOIL, AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION DITCH LINE - - - - COI VGI\li�� '`
EXPENSE.
RELATED TO THE SITE. 5. ALL UTILITY WORK INVOLVING CONNECTIONS TO THE EXISTING SYSTEMS SHALL BE � � �
COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND STORM LINE r r 5' n � ��I\K �-
4. ALL PLANT MATERIALS INSTALLED PURSUANT TO THIS SITE DEVELOPMENT PLAN SHALL CONFORM TO THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO AN EXISTING ��4� , ,_� 'q P �
�,_
THE AMERICAN STANDARD NURSERY STOCK(ANSI Z60.1-1986) OF THE AMERICAN ASSOCIATION OF SYSTEM. �- ST CO GJ
NURSERYMEN OR EQUIVALENT RECOGNIZED STANDARD, AND SHALL BE INSTALLED AND MAINTAINED IN 6. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR TEMPORARY POLE SUPPORT UTILITY POLE � � -r` NGRFS �� /
ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE. DURING CONSTRUCTION AS NECESSARY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS �� ,q = S ST �
ASSOCIATED WITH TEMPORARY UTILITY SUPPORT. PROPERTY LINE - - - - - - Q S O
5. ALL REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE NY 7. CONTRACTOR SHALL EXERCISE CARE IN HIS REMOVAL OPERATIONS SO AS NOT TO UNDULY � � , ._. �,. 9p G
STATE STANDARDS & SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. O '� <
DISTURB UNDERLYING MATERIALS WHICH ARE TO REMAIN IN PLACE. SHOULD THE WATERLINE M M w
CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN, THE DAMAGED MATERIALS �� s� SITE
6. BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE PLACED IN MAXIMUM SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT NO HYDRANT � �•
6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. ADDITIONAL EXPENSE TO THE OWNER. C
8. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, SIGNS/BILLBOARDS -� T y�
7. BACKFILL MATERIAL AROUND PROPOSED OR EXISTING STRUCTURES SHALL BE PLACED IN MAXIMUM DEBRIS, OR OTHER MATERIAL IN THE SEWAGE AND/OR STORM SEWER COLLECTION SYSTEMS -
6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL. PLATFORMS, � �r �
NETS, SCREENS, OR OTHER PROTECTION DEVICES SHALL BE USED TO CATCH MATERIAL. , ' �`
8. STREETS AND STORM SEWERS SHALL CONFORM TO THE MUNICIPAL LAW. SHOULD THE ENGINEER DETERMINE THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING ABBREVIATIONS �� A �
EMPLOYED, WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED. �j q� /�
9. WETLANDS IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT APPLICABLE APPROVALS g. CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC SPOT ELEVATION X ELEV. P�� Q� �j� A �
FROM THE U.S. ARMY CORPS OF ENGINEERS AND/OR NEW YORK STATE DEPARTMENT OF OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS � � � _
ENVIRONMENTAL CONSERVATION. THESE AREAS MAY BE SUBJECT TO PERIODIC OR PERSISTENT BEFORE. ANY DAMAGED TREES/SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE TOP OF STAIRS TS ° ' � Q �
STANDING WATER CONDITIONS. CONTRACTORS EXPENSE. BOTTOM OF STAIRS BS � � �
10. ALL WASTE AND DEBRIS TO BE REMOVED TO APPROPRIATE LANDFILLS. FINISH GRADE FG �
10. THE FLOOD PLAIN AREA IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT MUNICIPAL � C.
11. ALL EARTHWORK GRADING SHALL BE BLENDED SMOOTHLY AND EVENLY INTO EXISTING SMOOTH INTERIOR POLYETHYLENE PIPE SICPP
REVIEW AND APPROVAL. CONDITIONS. FINISH FLOOR ELEVATION FFE '
11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE-OUT ALL IMPROVEMENTS, VERIFY TOP OF CURB TC ZON I NG MAP
BOTTOM OF CURB BC
GRADES, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN TOP OF GUTTER TG
ENGINEER. ALL GRADING SHALL BLEND INTO THE SURROUNDING GRADES AT THE EDGE OF THE BOTTOM OF GUTTER BG
CONSTRUCTION LIMITS. SNOW REMOVAL NOTE: FLARED END SECTION FES ;
; INST-ED: INSTITUTIONAL
12. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE OF 1. SNOW WILL BE TRUCKED OFF SITE SHOULD THE AMOUNT OF SNOW PRESENT EXCEED � ED U CATI ON AL
CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON THE SITE WHICH ARE NOT PART OF THE IDENTIFIED AVAILABLE STORAGE SPACE. PROPOSED �
WORK OF THIS CONTRACT.
WATERMAIN NOTES: PROPER� �iNE
13. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. CONTRACTOR TO COORDINATE WITH MUNICIPALITY FOR TEMPORARY SHUTOFF OF MUNICIPAL SETBACK LINE - - - - - =;',i T-6: TR AN SECT ZON E 6
START OF WORK. WATER MAINS. LINEAR OBJECT TO BE U R B A N C 0 R E
14. CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO BEGINNING WORK. 2. ALL WATER MAINS, HYDRANTS, VALVES, AND SERVICES MUST BE INSTALLED IN ACCORDANCE DEMOLISHED
WITH MUNICIPAL LAW.
15. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION. HE SHALL MAINTAIN 3. 5'-0' MINIMUM COVER TO BE PROVIDED OVER ALL WATERMAINS. CONTOUR MINOR 1549
PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS 4. PIPE SHALL BE RESTRAINED 50 FEET IN BOTH DIRECTIONS OF ALL FILL AREAS WITH "FIELD LOK". CONTOUR MAJOR 1550
AND PROPERTY FROM DAMAGE. 5. ALL PIPES TO BE C-900 UNLESS NOTED OTHERWISE.
SANITARY LINE
WATER LINE
16. CONTRACTOR TO PROVIDE RECORD MAPPING TO THE MUNICIPALITY FOR ALL INFRASTRUCTURE THAT ELECTRIC LINE
WILL NOT BE OWNED, OPERATED, AND MAINTAINED BY THE MUNICIPALITY. STORMWATER DRAINAGE NOTES:
NATURAL GAS LINE
17. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. CONTRACTOR 1. ALL STORMWATER PIPES TO BE SICPP OR CMP UNLESS OTHERWISE DICTATED ON PLANS.
TO CONTACT UFPO AS REQUIRED. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF 0.50�o STORM LINE
2. SUMPS IN DRAINAGE STRUCTURES TO BE A MINIMUM OF 6"
18. ALL FILL AREAS REQUIRED FOR PROJECT SHALL BE CONSTRUCTED IN THE FOLLOWING MANNER: 3. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED FOR A 10 YEAR STORM EVENT MINIMUM. SEWER CLEANOUT
18.1. REMOVAL AND STRIPPING OF ALL ORGANIC MATTER FROM FILL SHALL BE DONE. 4. ALL PIPES TO HAVE A MINIMUM OF 2 FEET OF COVER OVER THE TOP OF THE PIPES UNLESS
OTHERWISE DICTATED ON PLANS. CATCH BASIN/STORM MANHOLE � �
18.2. FILL WILL BE DONE IN 6" LIFTS WITH NATIVE OR IMPORT CLEAN FILL WITH NO ORGANIC MATERIAL 5. NO SUBSTITUTIONS TO DRAINAGE STRUCTURES AS SPECIFIED ON THE PLANS AND DETAILS TO
18.3. THE FILL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR TEST AND VERIFIED BY BE PERMITTED UNLESS DIRECTED BY THE DESIGN ENGINEER. IN OR OUT-OF-PAVEMENT � �
CONTRACTOR. 6. WHERE PLANS INDICATED NYSDOT STRUCTURE TYPES ARE CALL OUT ON PLANS DUE TO INLET SILT PROTECTION
LIMITED COVERAGE OR TO HAVE CURB INLET BOX. THE CONTRACTOR MANY SUBSTITUTE � �
19. HANDICAP ACCESSIBLE PARKING STALLS AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% SLOPE. THESE STRUCTURES BASED UPON APPROVAL OF MUNICIPALITY. SILT FENCE
POLE MOUNTED LUMINAIRE
GRADING NOTES: WALL MOUNTED LUMINAIRE � SITE INFORMATION
1. IN AREAS OF PROPOSED FILL, ALL EXISTING VEGETATION AND OTHER ORGANIC MATERIAL, FENCE
INCLUDING THE ROOT MAT, SHALL BE REMOVED PRIOR TO PLACEMENT OF THE FILL. THE
MATERIAL SHALL BE DISPOSED OF IN AN APPROPRIATE OFF-SITE FACILITY, OR PROCESSED FOR ZONING- T-6 TRANSECT ZONE 6 IN OVERLAY DISTRICT
REUSE ON-SITE IN A MANNER THAT WILL NOT BE CONDUCIVE TO ADVERSE EFFECTS OF SITE SIGNAGE �
DECOMPOSITION, SUCH AS THE PRODUCTION OF ODORS OR THE CONCENTRATIONS OF PROPOSED USE: RETAIL, OFFICE AND RESTAURANT
NOXIOUS OR EXPLOSIVE GASES, OR THE CREATION OF UNSTABLE SUBSURFACE CONDITIONS. ALLOWED USES IN T-6 ZONE
THE PROPOSED METHOD OF ON-SITE PROCESSING AND REUSE SHALL BE SPECIFIED IN THE
GRADING PERMIT APPLICATION AND MAY REQUIRE CERTIFICATION BY A LICENSED BUILDING TO BE
PROFESSIONAL ENGINEER AS A SAFE AND EFFECTIVE MEANS OF DISPOSAL. REMOVED REQUIRED PROPOSED VARIANCE REQUIRED
2. NO VEGETATION OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. MAXIMUM HEIGHT: 70 FT. 70 FT NO
3. ALL FILL PLACED ON THE SITE SHALL BE AS FREE OF ORGANIC MATERIAL AS IS PRACTICABLE. MINIMUM % BUILD OUT ALONG FRONTAGE: 80% 99% NO
4. A GEOTECHNICAL ENGINEER WILL BE REQUIRED TO EVALUATE POTENTIAL SETTLEMENT ISSUES CITY SETBACK REQUIREMENTS REQUIRED PROPOSED VARIANCE REQUIRED
AND MOISTURE CONTENT OF NATIVE SOILS USED AS FILL. FULL-DEPTH ASPHALT FRONT BLDG. SETBACK: 0' MIN TO 12' MAX 0 FEET NO
TO BE REMOVED SIDE BLDG. SETBACK: 0' 0 FEET NO
REAR BLDG. SETBACK: 0' +/- 2 FEET NO
WOODS AND BRUSH TO PARKING
REQUIRED
BE REMOVED
SITE IS LOCATED WITH T-6 ZONE SO PARKING PER SECTION 6.2.2 REQUIRES 0 PARKING STALLS
VARIANCE REQUIRED
ASPHALT SURFACE PROPOSED 70 PARKING STALLS (UNDERGROUND) NO
CONCRETE SURFACE
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN N OT ES & L E G E N D
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C�OO�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-002 GENERAL NOTES.dwg (Layout: C-002)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
c� /� / /� I
W 3
� \ �
� � � = g� /
LEGEND LEGEND o 2
Q � h � l 16" �� 291.2 � LANDS N/F O 0
� _ `' � �a � THE SARATOGA HOSPITAL � �
� 3 3 � l BOOK:2012 PAGE:16471 � �
PROPERTY LINE --- --- ° / TAX ID: 165.75-1-4.21 � �
� z
ADJACENT PROPERTY LINE - - - - - - � � `�' I I �l '' l � �
EASEMENT LINE ---�------- o o° � � I N � ~
�, `' � � I j Q w
CAPPED IRON ROD O C.I.R. 3 h � � � i LANDS N/F � �
GLOVERSVILLE FEDERAL SAVINGS
IRON PIPE O I.P. � `'' � - �� I AND LDAN ASSOCIATIDN O �
SAN. MH 8 W � � BDOK:1040 PAGE:35 z Q
RIM=291.86 TAX ID: 165.75-1-4.1 � 0
GATE VALVE � 3� 8" "HANDICAPPED I
INV(A)=283.80, 12"CLAY O �
INV(8)=284J2, 12"CLAY � �' 3 -� `a PARKING" TYP. I I �
ELECTRIC METER ❑E ��`L \ `' 291.4 + � � � �
UTILITY POLE �S / ~ w
I TCH BASIN 6 I �
/ � � M=291.81
DECIDUOUS TREE � // � \ 3 V(A)=289.55, 12"RCP I 2-STORY
� ONNECTION NOT EVIDENT I BRICK BUILDING
SINGLE POST SIGN � �' � 3 rA� �
� � `B STORM MH 5 I ' I
DOUBLE POST SIGN �� (�) \ RIM=292.35 I
5 �� SUMP=289.18 � I
I�' MAINTENANCE ACCESS_ � �
TRAFFIC CONTROL BOX PULL T� CATCH BASIN 4
-� ,�p FOR CATCH BASIN 6
STORM MH 7 � �- - - RIM=291.41 CATCH BASIN 3
GUY WIRE C RIM=292.27 � � 3 INV(A)=287.84, 12"HDPE RIM=291.25
O INV(8)=287.97, 12"HDPE
INV(A)=286.52, 16"RCP V h � � INV(A)=288.32, 12"HDPE
CURB STOP `� INV(8)=286.67, 12"HDPE � � �p � INV(8)=288.35, 12"HDPE
INV(C)=286.93, 16"RCP r�
INV(D)=288.92, 15"HDPE � � � \ ST FFE_ �
GAS MARKER �C 3 m � � \ sroa•• 292�88 STORM MH 2 I
4�i 3 U Q \ \ ST rA) ' INV(A)9288.41, 12"HDPE
LIGHT POST � � 3 \ � - 292- - (e �
�- � G t� `B � CpNC INV(B)=288J0, 12"HDPE
BUILDING LINE � "' � � � � ° ` ST cuRe iNv(c)=zss.s� sNPvc
� �9 �� �
� � � � � sr - _ �
� 3 � � � 292.0 �Sj �A� � � SAN. MH 1
� 3 � U I � � � � �-B �e� RIM=292.89
� \ i � ASPHALT � S� � INV(A)=288.11, 6"PVC
GPS 1 o r,rrnss J PARKING LOT m INV(8)=288.26, 6"PVC I
N:1547061.090 / �h L V � � �� (q) (C)
E:682398.419 �;
EL:293.48' l
2�� �� �.P.9� ` \�292- - ' J/ 292.5 +s sr .--- -29� - / I
G � � � � � _ UMPSTER GRAVEL � /�Sj / �
� - - � .9J i / �
G ('pM� � � C NC CU�pg � SAN. MH 104
� ��B� SS RIM=295.20
� � � f � SS � INV(A)=290.40, 10"CLAY
� � � � � � -� / � � I FFE=295.42 ' � iNv(e)=2so.�o, �o"CLAY
� � 3 � ' � -COM / ` HOSPITq� ONLY" TYP ' I p� �ORg ' �BJ INV(C)=290.67. 10"CLAY
h - i � m
W -� 3 �� ' � GRASS/ 1 ' SEE EASEMENT NOTE No. - � _ � � � B� V BRICK BU�DING ' \� �� 3 y' � `rS
� �h ,� 294.3 �� � � '_ / / � - + 296.0
� � `-� � - f - / � ( � � � 7
o A o� / � - B / 9 �
� O � 3 � v �: �2�� �,�� \ �_ �- _ � ��K �NL Y" TYP, \ �' W �� j o 0
U
� � � � J �NO PARKING" / � TRANSFORMERS _ _\ �- / � � _ �3 3� �
� � � � � � 5- � i � � � �
� � � ^� I I / � / 2g T C�N�RETEJSID / ,2 g� �
� � 3 � / 295.3 I � _/_ fWqLK /,�\ � �
�
�'�° 3 �,� / 295.9 +J �264�2, � � �
� � �s o�� + 2 9 5.4 � // THOMPSON \ �AF,ryC S� 3
� � � - � GRASS � / � FLEMING �y,q� O`E
� � o � / � / / � � FH
� � 1� /
V 3 �3� W ' �lV GRASS 1\ 24�� / ASPHALT 6� � �/ �/ _ � 2g8. �
� PARKING LOT
^ g ��� � �Q BENCHMARK �2
CATCH BASIN 14
\ i 2 � � � � c�� 3 X-CUT IN
RIM=294.f0 ;'� / ,� � � � � I � 3 HYDRANT NHOA
INV=289.53, t2"RCP B h G^ o� / r c�°� / / i � ELEV=300.18'
��
� W� �
� T � �' � 3 `v o�� 24" I �°Q LANDS N/F � � / � ��
� 3 �, \ Q 269 BROADWAY SARATOGA LLC � � � �2gg '
I - - BDOK.2019 PAGE:29745 � � � / 3 �
C.I.R.F � I
� 'THOMPSON'.'.'.'. .'.�. . 294 / TAX ID: 165.75-1-7 3 =
BENCHMARK �1 FLEMING �� 6 � Q�
RR SPIKE IN WEST- FACE ~ NM16 � . . . . . . . . . . .+ . . S78• 2 ,•�• lV7g _ • � ___- (M.R. #1) 6 � �°� �/ / ' 3�„ o
OF UTILITY POLE `� � 3 ^ �;. .'.� ' ' �'.'29�'.7.'.'.'.'.'.'. 4. .47»���24' 41"Nr /� �.,�. +/� /� / / ' � �
ELEV=295.44' � . . .�. . . . . . . . . . . . . . . . . . . . . . .�.�. . . . . �
� •�� � / �
� �' �, �'' .y. . . . . .. . +� 295.�6• • •.•.•.•.•.•.•. e .� � � i � ��°� ay� � m
. . . . . . .
�, � � ��Zg`�.:.:.'. . . . . . ..' . . .'''''''''.'.'.'.'.'.'.'.'.'.'.'.'.'�..'.'.' ' ' ' ' ' ' ' ' '.'-'- .�.� - ' � � � // � / / h �� � 3�0 3 3 0°
,�o . . . .-. • - -
W / .�.�.�. . . . . . . . .�.�. . � �. . . . . . . . . . . . . . . . . . . .�.�. . �:�����Q. .� m . . . . . . . . . . . �� 296.1 � , / / � o �
,� � . . . . . . . . . . . . . . . . . . . . . . . . . . . . .f . . . . . . . . . �.� •�. _ _ �.-.-. . . .�. . �. � � � i / �0 / �
`' � � 3`° � / .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. . � �.�.�. . . .. . . . . . . - -. . . . . . . . BeN .�. . . . . . . . . . . .cRass�.�.�.�.�.�.�.�.�.�.�_ +296.6 � � � � / j / ^ � � 1 �
3 h, . . . . . . . . . . . . . . . . . . . . . . . . . . . . .COA✓CRET�;�j . .C/,•%. . ... . . . . . . . . . . . . . . . . ._ _ _ _ �.-.-. � .� i � � � '� fi� 2
o �,/ . . . . . . . . . . . . . . . . . . . ..... .f.� . . �. . . . . . . . . �w?LK. . . . . . .. . . . . . . . . . . . . . . '�. �"�_ _ / � / / '�� / o �
� � �, � _� . . . . . . . .��. . . . . . . . . . . . . . . . . . . . . . . . l �vc� . �a- . / / �n � �,
O ��. . .y. . . ; . . . . . . . . . . . . . . . . . . . . I. ..�•.•.•.•................................�. ...... ... . .� . . . . .� .�./ � C.I.R.F. Q �. �
. . . . �
h � 296 � J� ��.��8•?4 ¢��w .�...�.�.� . ...� .... . ...... . . .y •.�. . . .. . .�.�..�.�.�.�. . . . .. . . .�T.L.-.- .�.ti.�.�. . . . . . . . . . . .�� . . . . � 264.$p• TM�MiNc � `�O� � �j h
�g U � � � 3 � / � � . . . . . . . .. . . . . . �.�:i. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . �i.�. . , ,.,.,. . .�. �; i' / �'� Q � 0 �
Q � 3 `� � . . .�.y �. .�f . . . . . . . . . . . . . . . . . . . ... . .'` . . . . . . . '298'4'.�. . PRoa' . . . . . .�. . r� S�.T.�.�. . . . 0 Q � �
. . . . . . . . . . . . .
4 h m 3 / + 296.4 � . . . . . . . . . . . . . . . . .�.�.!. . .�.�. . . . .�.�.�.�.�.�. . . PER °Sea . . . . . �/. . ./. . . . . � �
� � � / . . � . . . . . . . . . . . . . MAN . . . �. . � 3
. . . . . . .
� . . . . . . . . . . . . . . . . .,. . . . . . . . . . . . . . . . . . . . . . . EASEMENT ��. . . . /. . . . . . . .BENCH• • • • • • m J'�•
J J 4r � . . . . . . NT. . . . . . .
l7l�ic0 V � � . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . .
d' 2 � � ASPHALT � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...�MR3) . . ../. . .+. . .� . . . . ,/. . . . . . - Z
rn � � PARKING LOT � _� .y.!. . . . . . . . . . . . . . . . . . . . I.. . . . . . . . . . . . . . .
� �, • 300�.� / . .
FH h �: � � �2g� � 297.3 + � -� . . . . . . . . . . . . . . .�.�.f.�.�.�.�.�./.�.�.�.�. . . . .�. . . .�.� . . . .o. . . . . . . . . . . ,�� cPs
3 /
c,� / / . . . . . . . . . . . .�.�. . . . . � . . . � . . . . . . . . � , (� � N:i�S897.490
h, 3 l� � � � � / . . . . . . . . . . . . . . . � . . . . . . . . . . ,/ ' �' h:
� . • •- . . . . . . / � . . . . . . . . . . � � E:6 2699.811
. . . . . . . . . . . . . . . . . . .
STORM MH 15 .� � ASPHALT � � - - . . . . . . . . . . . . . ,/, . . . . .�. . . . . . . . . �/. . . EL: 03.37'
RIM=295.29 W � � PARKIN�OT I . . .% . . . . . . ��. . �, . . . M•I ^� �} I 3 3
(UNABLE TO OPEN) � O � / i / . . / . . . . . . �' . . . . . . Q �"f
� �' _ / � + 298.4 � 26¢ 7�, . . . .0�� . . . . . . 3 /
� . . . . . . ... � ^:'� p3- -
� � � h � / - / , , � / � o �. . . . . � . . . ^�. . 0 . . . ^ Q � 3
� � � �B� �y / 298 /� � � �� .�. . .l. .:. ��.'�'. .' �\ �
�'3 -. s / , , - � I / . . �. . . �. . . �
� / _ � � / �. . . � 3 3
� `� g _
� � �' �, �\ , / � 2g / / - _ _ � � � �
SAN. MH 16 6 � \ �n �' � � � � l / - -,3�3, � °
RIM=295.68 2g V� 3 � / � � / / - -/ ' _ � � ❑
INV(A)=288.28. 12"CLAY � � FF � � / � � -3Q4 � °
INV(8)=288.93. 10"CLAY �- � /� / E=3��62 _3�4 � � � ��
iNv(c)=2ss.as. �2"CLAY �2" ACP � / 298.0/+ � --- �a. � �
(rzEc) \ h / / _ / � / �Z ^�os Q 3 Q 3
II � / � \3 os � � �
CATCH BASIN 17 / � // GRASS V �- �
RIM=295.64
2
INV=291.41, 12"RCP � ` / � /� /� / I � 305�3 3 h
�f � / � I
� FFE=300.64 /
� 299.7 , zo' �o' o zo'
h � /
� � � i �� /
� �V � // �/ Ra rKSRi��ninir_
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN EXI ST I N G CO N D I T I O N S
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t:� OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C�� OO
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-100 EXISTING CONDITIONS.dwg (Layout: C-100)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
c� /� / /� I
W 3
� \ �
� � � = g� /
° .2
Q � h � l 16" �� 291.2 � LANDS N/F w
� _ `' � �a � THE SARATOGA HOSPITAL � �
LEGEND• � 3 3 I / BOOK:2012 PAGE:16471 � �
o � TAX ID: 165.75-1-4.21 � �
� ASPHALT REMOVAL � � i � � I = ZO
� I �.
� CONCRETE REMOVAL o a � � �v � ' I ~ �
�, `' � � I � Q w
"""""""" U1ILITY REMOVAL 3
/ � �
_ � LANDS N/F � �
-'� FEATURE LINE REMOVAL � / � � GLOVERSVILLE FEDERAL SAVINGS � �
� W � � I A BDOK.1040SP�GE•30N O z
X SAN. MH 8 �
RIM=291.86 � 3� �� I
OBJECT REMOVAL INV(A)=283.80, 12"CLAY p � H "HANDICAPPED I Q
TAX ID: 165.75-1-4.1 �
� �, � PARKING" TYP. w p
INV(8)=284J2, 12"CLAY 3 � I I � �
��� \ 291.4 + � � �
/ � w
I TCH BASIN 6 I �
/ � � M=291.81 I
// � \ 3 V(A)=289.55, 12"RCP 2-STORY
� ONNECTION NOT EVIDENT I BRICK BUILDING
,� 0 3 rq� I
Q � `B STORM MH 5 I ' I
(D) � \ RIM=292.35 �
5 �� SUMP=289.18 � I
I�' MAINTENANCE ACCESS � � CATCH BASIN 4
-� ,�p FOR CATCH BASIN 6
STORM MH 7 � �- - - RIM=291.41 CATCH BASIN 3
RIM=292.27 � � 3 INV(A)=287.84. 12"HDPE RIM=291.25
O INV(8)=287.97, 12"HDPE
INV(A)=286.52, 16"RCP V h � � INV(A)=288.32, 12"HDPE
INV(8)=286.67, 12"HDPE � � p INV(8)=288.35, 12"HDPE
INV(C)=286.93, 16"RCP ~
INV(D)=288.92, 15"HDPE �� � ST
� 3 m � �\� \ sT REMOVE AN R S T� FFE-292.88 ' REMOVE ELECTRIC TRANSFORMERS AND POWER LINES, �
TEMPORARY POWER RELOCAl10N MAY BE REQUIRED BY
-� � r \ � S T�a) LIGHT POLE � N A l 1 0 N A L G R I D U N 1 1 L T R A N S F O R M E R/S W I T C H I S �E �
� 3 � � � � - 292- (e) ���,,, _ INSTALLED IN PERMANENT LOCA710N. CONTRACTOR PE
v. v �. � o �° ` `B REMOVE AND RESET PARKING SIGN(S) SHALL COORDINATE WITH NA710NAL GRID AS REQUIRED
� � � � �9� _ � � - SEE SHEET C-140
� � REMOVE AND RESET -
\ LIGHT POLE �� (q REMOVE TELEPHONE�
CROSSWALK TO BE RE-STRIPED, SEE SHEET C-120 Q 3 °_ \ � � � "�`.�" ST ) <e) BOX SAN. MH 1
3 3 I � � REMOVE AND RESET \ �B / �� / INV A 9288.11, s"Pvc �
� �, \ _ \ S � �- REMOVE AND RESET PARKING SIGN(S)
o � �A� PARKING SIGN(S) � ,m iNv(e)=2ss.2s, s"Pvc �
/ �~ `'� � REMOVE AND \ REMOVE AND RESET
�� �g \ LIGHT POLE �
� RESET PARKING � ;r " REMOVE AND RESET LIGHT POLE
REMOVE AND RELOCATE SIGN ,Lc�� P SIGNS 292- - � 292.5 +s ST � - /
REMOVE EXIS7ING G UMPSTER RAVEL �9J / / � / �
SIDEWALK, TYP. �
� _ CO/y CU g � / SAN. MH 104
� � ��B� SS RIM=295.20
� �, � �, � � - FFE=295.42 �
9. � SS � INV(A)=290.40, 10"CLAY
REMOVE CURB � � I � �-""�'��-�rBM N ° a � o ' �Nv�c�-2so.si, to"CLAY
� , ` ,, I � o� CONC. m � � �e� � )-
CURB
MILL ASPHALT AREA � 3 � � / - 1 - - - � � � N � `�
W -� � ' GRASS SEE EASEMENT NOTE No.1 � � � O V BRICK BU�DING � � 3 y' `rS
� �h ,� 294.3 � � � , / / � - + 296.0
° � `'`' � / _ f _ �j � `' �
REMOVE/ABANDON SEWER LATERAL PER CITY � � 3 0��` � � »ANK ON H � _ �� m
REQUIREMENTS � 3 � �; �, REMOVE SIGN � � ryP � W � o -�
DISCONNECT WATER SERVICE LATERAL h � � J �NO PARKING" �- � TRANSFORMERS _ / � � m U �o Cp ❑
TO MAIN PER CITY REQUIREMENTS. � N = / �` � �3 3�
REMOVE WATER LATERAL AND VALVE � � � ^� � � � 295. T � C�NCRETE�j�fWqLK ' / -2g� � �
REMOVE AND RELOCATE BUS SIGN �°�, � 3 295.3 � _ '�
i _ / � \�
� � �
�'�° 3 295.9 +J �264 p2. �
� � + 2 9 5.4 � // THOMPSON \ �AFF/C � 3
REMOVE/ABANDON GAS LINE, TYP. � � \ � GRASS // / / / / FLEMING S� A� o�E FH
CONTRACTOR TO COORDINATE WI7H / / , g �
NA710NAL GRID FOR REMOVAL OF o � �3 I � , A H T i 8�
LINE AND VALVE 3 ° � GRASS � T g6� � � ��� �Q 2 BENCHMARK �2
;. REMOVE EXISIING /2 � � i h �� X-CUT IN
CATCH BASIN 14 eh PARKING LOT / i � 3 3
RIM=294.f0 ;'� , � � � I � HYDRANT NHOA
INV=289.53, t2"RCP B A '' r c�°� / i o ELEV=300.18'
T � � � 3 �c; ��±�r-� Gj » LANDS N/F � / // `'�,
� 3 � �,°� \ 269 BROADWAY SARATOGA LLC � � � g '
'THOMPSON' ' ' '-' � ^� BDOK:2019 PAGE:29745 � � � / � /2g 3 3 �
� I , , , , , , , , , , TAX ID: 165.75-1-7 / ' _
BENCHMARK �1 NM16 FLEMING ��REMOVE TREE(S), TYP. 4� �
RR SPIKE IN WEST- FACE h . . . . . . . . . .+ . . . . S78 2 ,•�• N1g _ , � ��__,(M.R. #1) 6 � �°� /� / � 3D„ o
OF UTIUTY POLE `� � 3 � �• 29,��.7.�.�.�.�.�•�. 4. .`f7"E��24' 41"Nr �.,�. +/� � / / � � �
ELEV=295.44' � � . . . . . . . . . . . . . . . . . . . . .�.�. . . . . �
� 3 �, % . . . . . . . . . �.�.�� �
� i / � �
� '`� • •�• . +� 295.�. .�. . . . . . �} -� i �� a3 m
�, � �' .'Zg`�.'.'. . .'. . . � ' '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.`�.'.'.'.'.'.'.'.'.'.'.'.'.'.'�'� ,� � � ' � / / � 3�0 3 3 0°
� / h -.
'L�'� W � . .�.�.�.�.�.�.�.�.�.�.�.�. . . . . . ..�.�.�.�.�.�.�.�.�.�.�.�.'.'�:�����Q.�.��} � ��- - - - 296.1 � � ,� / � / � �
,� � . . . . . . . . . . . . . . . . . . . ._._.f . . . . . . . . �.�.�`�•.-.�.�.�. ' .REMOVE BENCH, TYP. � � / / �0 / � 1
�, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +296.6 � � / � :� �
l� � 3�O l, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . g . . . . . . . . . . . . . GRASS . . . . . . . . . .� � i / � ^ �
3 ,�, . . . . . . . . . . . . . . . . . . . . . . . . . . . .C/,•%. . . . . . . . . . ._ _ _ _ �.-.-. � .� � � (� �
� / �
�'� ' / �° I �
` . .� . . . . . . . . . . . . . . . . . .f.��.�.�. .� .�.�.� . . . . . . . . . . . �. -�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. . . .-��- /
� � _� . . . . . . . .��. . � ��.� . . . . . . . . . . . . . . . . . . . . . . REMOVE AND RELOCATE /
4°, __�-`�. . . .�. . . $' .�.�.�. .�.�.�. .�.�.� .�.�.� .�. . . �. � . . . . . . . . . . . . . . . . . . . . . LIGHIING FlXTURE 1� / / C.I.R.F. `� -� � �p/
_ � � 296 ' � . .2¢'. S��»w.'. . : : . . : : . ..�.�. �.�.�. .�.�.y . . . . . . .........T.�..-..- � ._`i'��.'�.�.�.�.�.�.�.�.�.�.�.�.���. .. . .�/ 2�64.5p• TM�MiNc � � �j h
�g � � � � 3 ,� / � . . . . .. . . . . .� . ./ . . . . . . . . . . . . . .�.� /. . . . . : . �og ��. . . / �'� � � 0 �
. . . . . . . . . . .
Q � 3 `� � . . . . . . . . .� . . . . . . . . . . . .298.4 . . . � . . . . � r� 5� � �
. . . .y � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PipOP . . . . �- � �/ 0 Q� �
4 h m 3 / + 296.4 � . . . . . . . . . . . . . . . . !. . . . . . . . . . . PER °Sea . . . . . �:. ./:. . . . . . . .T. . . . . � �
OJ CJi o � � i -� . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . EAS ANEIVT. . . . . . .� ./. . . . /. . . . .� . BE . . . . . . . m J. � 3
l� l��o � � � . . . . . . . . . . . �- � . . . . . . . . EMENT . . . . . .i . . . . ,/. . . . . . . . . ��_
d' V � ASPHALT � � �MR. -
�, � � / PARKING LOT � . . _`. � �. . . . . ..�.�. �.�.�. .� .'. .'.'.'h'. . .3� . .'.� .�.SREMOVE AND RESET SIGN • • • • • • • • • � Z
FH h �: � / � �2g� � 297.3 + _� .�.�. . . .�.�. . . .�.�. . . . . .�. . . . �. . . . . . . REMOVE AND RELOCATE . . .� . . . . . . . . . . . . . . .� , �
. . .
.
h, c� l� � 3 � o= � / . . . . . . . . . . . .�.�. . . . LIGH11NG FlX7URE '.�.� �L �.�.�. . . . . . � O• � � �
- -I - - - - - - - - - - - - - - . . . . . . . . . �
3 �n U � ASPHALT � ' / - _�- . . . / /. . . � ./ h:
. . . . . . . . . �
STORM MH 15 V � � PARKING LOT � . . . . . . . . . . . . . .%.. . . . .. .�. . . . . . . . �,� �'� o � 3 3
(UNABLE'�O OPEN) � O � / � i � /I . . / . . . . . . �. . M, I ^�Q �
� � � � ` / � � + 298.4 � � 26¢ 7�, . . . . . .0 :. . . . .�:r � _ _
W Q , / � � � . . . � • . . „� . . �• •� .�..,
) - / . . . 3p3
� `" 3�e �y � - � � o .� l . . f �.3 ,
� � � � -298 � � � .�. . .l. .:.:�. . . . \ �
�3 � S /� - ' ' � � / , ��CRE�S/DF(yAGK �' � � 3 3
:� g - �
� � � ` � /� � / 2g / � _ _ - - � / \ �
SAN. MH 16 6 � \ � � � / i � � _ -3�3` � G
RIM=295.68 2g V� 3 � / � � / / - -/ ' _ � � ❑
INV(A)=288.28. 12"CLAY � � FF � � / � � -3Q4 � °
INV(8)=288.93. 10"CLAY �- � /� / E=3��62 _3�4 � � � ��
iNv(c)=2ss.as. �2"CLAY �2" ACP � / 298.0/+ � --- �a. � �
(rzEc) \ h / / _ / � / �Z ^�os Q 3 Q 3
II � / � \3 os � � �
CATCH BASIN 17 / � // GRASS V �- �
RIM=295.64
2
INV=291.41, 12"RCP � ` / � /� /� / I � 305�3 3 h
�f � / � I
� FFE=300.64 /
� 299.7 , zo' �o' o zo'
h � /
� � � i �� /
� �V � // �/ Ra rKSRi��ninir_
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and REMOVALS PLAN �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� � O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-110 REMOVALS.dwg (Layout: C-110)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
�
� 1�
I �
o L�iN17S �`, w
LEGEND: � � THE SARA TOGA ���. � �
'' � BOOK:2012 PAGE:16��� � � �
o ,' . TAX !1?� 165,75-1-�" � C�
� ~
� ASPHALT PAVEMENT � � � Z
� ' I � = O
� CONCRETE SIDEWALK a ' I � ~ �
f � � (�
� RADIANT HEATED CONCRETE SIDEWALK , �; a �
/ � FED�: � I�
� SEAT WALL / � O
� � ��AN ASSt��.,,,-„<��,: �
O
a '' ��JK:1040 PAGE:35 z Z
��HANDICAPPED �� � ;r. a�� �� t � �� �
Q
� PARKING" TYP. I � p
� � � �' � � �
/ �� � �
� ��� ��
� 2—STORY �
BRICK BUILDING
�B �� � �� � � �
� � I I
�� � �
� � �.
� / /'
4 ' � i ,
�
_� I j.
� `-'°TOP•• �, � �
� �
U /` I
.. . � � . � . . �j:..
GRANITE CURB, SEE DETAIL 8/C-506 LOADING AREA AND DUMPSTER
i
—L � ENCLOSURE, SEE ARCHITECTURAL
38 LF TYPE LS CROSSWALK, PLANS _
SEE DETAIL 16/C-500 � I
� �I PLAN7ING BED, TYP. �
� SEE SHEET C-150 � I
i
� ' '
� �
z,, ; , � ,
� —_� � � ���__
ADA ACCESSIBLE CURB RAMP, �, _ r �
SEE DETAIL 10/C-500 ' � f -, � �
�, r
�
� I coNc.
.��_
I � j � CURB �
h � 1 ,� �� � m
� � �i � I � � J 2-5 � �:
' � V BRICK �� .
�
� � � i i �,_ � O
e ��- ;,;� .�^�z.., " 2 `
/ f
� I �
l� � ' i a>cs. � .. . . ��,. .. ... . . O �,', ,
,
(Q �% ' i ...._-_` .. V � .
ASPHALT PAVEMENT, �
SEE DETAIL 5/C-506 j I i � ` ' �"� � P,:
;;' rt-�,,�
h '��-,w
���
S� �
_�
�a..--------------
; �
, �
, `'� �. <
� �, . ��� 6—STORY BUILDING �,,�.�,. -,.. , _--_ � i �
�.
' � _ _______ ��.
Z l _�,..., , .DEWqLK �
! � �1 "'�: .. _��'--- ��
SAWCUT ASPHALT PAVEMENT, R=ra,� � ��� — �
�� io�� °
� 1
SEE DETAIL 3/C-506 / • ���EM�ht TRqFFi��
l N ° ME4CANTILE ' .
� BASEMENT LEVEL GARAGE � • E s�9;s�
--_ ENTRANCE � .° - r
'°'�'�o _
RADIANT HEATED CONCRETE SIDEWALK, TYP. �e' � � sTA,R � �
SEE DETAIL 4�C-506 � - � _ � : � � _
— � �' j� �X—CUT�IN
ADA ACCESSIBLE CURB RAMP, I
HYDRANT NHC`
SEE DETAIL 10�C-500 ���� . � � � � � �
�� ��v
20 LF TYPE LS CROSSWALK, � CONCRETE SIDEWALK, TYP. zo�s�
SEE DETAIL 16/C-500 I � __ SEE DETAIL 5/C-500 �
' � '— '=::�—_ "`°� ` SEAT WALL, TYP. SEE DETAIL ���
�,��
,�,_.
; � �'-- �� TRANSFORMERS PAD, � 12�C-500 �� �
:�f'v�;ntvirs�r��: � �� � ' -----=—= � TYP. SEE SEE DETAIL ;``� , �
;R SPIKE IPt � � � 4/C-500 :'' BIKE RACK LOCA710N, SEE
��
"�F UTIUTY , ADA ACCESSIBLE CURB RAMP, �, "`�T = "� DETAIL 14/C-500
�� � ����
.��.r, ��
�d.EV=245.�a SEE DETAIL 10/C-500 � `���.�.��, ,-.>. GRANITE CURB, TYP. ' �^
_ �� ,�,� � ;:
� ��,.
n.��r�
; � , SEE DETAIL 9/C-500 CAST IN PLACE STAIRWAY WITH
�"�°� ° ����� HANDRAIL, SEE ARCHITECTURAL PLANS
CONCRETE SIDEWALK, TYP. � <�
SEE DETAIL 7/C-506 -
_
OPEN AIR COMMUNITY SPACE
SEE ARCHITECTURAL PLANS
; / _ ; � � o� �
� � ' r W
�,�
� _ t„ g � ~ h
_00 �
— J
�
�
� — _ s��'y�� 3�`0� __--'�__p ���
� m
////
z O
� ' ' � ���� s, m�;
o ; ��N�: ' — — � _ ////�� z
_ _ //� �;o�
� I - SSP�, � � ����j
..�_ �j � �.
�
_ ,
� '
i — . �� ,
0 r � — � '
CO/VCRETE'S/DEwq�
LIGH7ING FlXTURE RELOCA710N
C'B I LANDING AREA �
f ---.� /' ❑
ADA COMPLIANT RAMP c�
j WITH HANDRAIL, TYP. SEE
� � DETAIL 11/C-500
� �
� e � c
��f � � � ��ry���� � B��H��TYP. SEE DETAIL
�
� LIGH7ING FlXTURE RELOCA710N I
/
^ ` 20' 10' 0 20'
ze = ,
�� � /�:
�-sr��v ,
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and LAYOUT PLAN �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-120 MATERIAL & LAYOUT.dwg (Layout: C-120)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
• �
\ ' �
� 1�
0
h i `'r � � ��1��� � w
`' � THE SARATOGA ..��F : � �
BOOK:2012 PAGE:16�;
, �
��' � , r�x �n� �s.� ��-�-� � z
� �
� � � � � = o
� 1 ~
� / "�' �, Q w
/ � / �
� / � FEDE, � I�
��AN ASSLu,.�,<�;,�� � O
O
h a � � � ��JK:1040 PAGE:35 z Z
� � �� ;r. a�� �� t � 0
W
�� � / I � � �
�ti � ( � � ` � �
i � �jj
A// � \\ rq 3.55, 12"RCP 2-STORY �,
trc�N NOT EVIDENT I BRICK BUILDING
� �
� �
� \ C'B � � 7RM MH 5 � / ' I
ST (D) (B� \� 1P-289.18 � � ' I
'rVTENANCE ACCESS � � CATCH BASIN 4 �'
� ,$'T I �R CATCH BASIN 6 � RIM=291.41
. ' INV(A)=287.84. 12"HDPE / r;1n�=L�t,2:;
`'�7��.2ig INV(8)=287.97, 12"HDPE R
2, 16"RCP h � j INV(A)=288.,�� � �
�(Bj=280.67, 12"HDPE � � INV(8)=288.3g, i'1'i:;_
tNV(C)=286.93 16"RCP I � j
.,n1-��az a? «"unn.c . . �
„._
sr F
E=292 8a �: � . 1
V I ,\\S rq) ' RlM=292.4L
T / � INV(A)=28E.' '
� � � - 292- - �.B <e> � .r�r.__
`v !,. S�. ,,�'
/
� � i �c� �ST� � ' ` ,�
�� ��292.0 st �A� <e �
� I � � � � �B �. /
TC:292.96 / � � � /
292.61 � BC:292.5 � J \ I (q�
� �c)
C f BC:292.65 0 293.1 TC:293.00 , � I �� _, I
93.1�
TC C:292.70�o^ �BC• 92.50 TC:293.00 292- - , �,� -293 _ ,
?93.18 BC:292.50 � l �ST �
TC:293.20 Zg ,�g�� 293.08 � �
BC:292.70� ��.�� TC:293.00 � � � �
TC:293.35 --__ _ BC:292.50 � / �.-
' TC:29�. -- 9 .08 TC:293.08
BC:292. 5� BC:292.95 � BC:292.58 ' � ''
` j / w,. -----_w 9 .08 TC:293.14 � - J
,\
` "�� � (�� � �
,,t ._ �. BC:292.64
i �. .� s .�s Tc:zs3.3o 1 �; / � 1 1
h ' I � . � 2s .22 ec:2s2.so f�I� �\I �
`U �Y` r ,� '� u
. .,r ' ,
L�- �N �
(� TC:29�3.�0 ',` ; W W � a � 3.4p 29 .36 �-�� :�. BRICK et._.. � 6,
_ __ � �
� BC:2 3�30 �° � � �Nc �, �, �;"` �`` � � / , � ��r
1 >
� `
� TC:"LJ3.JS �°' , W��sF W W W W V� W; �J .G �_ : >-^ '' � ��9 ,
� BC�293.45 � ` � �. ' � � ��
Z �' W W W `W t' W W -. � f`
, � t
� i �-a.
�_ ,
� Vr `",a.y .�- � -�_ �Vr --•-.., c�
� ; � _�_--------- S� � ❑
V r � '�,,_, Y�-- � �V �Y �Y W W W W '-_....` " .,.,... _ / /�
� � � '
�"�� ' ��.1
� / 1 . ,' �a''++�`r�.,. ''-�-.. ` �._._._ �
� � ` �'� W W W W W W W W W -„�;,� F
TF: Z94.1O Z i' ! •v W .v .v W W W a �v-'' W " `' `'°�eW�.�` �
�L3'
INV IN:289.74 TC:�94.30�` , �, �, �, �, �, �, �, �, ,. . �
INV OUT: 289.64 BC•293.80� 4 � �
TC:Z94.�30 ' RETn�� •v W W W w w w ��5., w � �
� '` 9 . 0 ,�,
INV IN: 289.74 / r �' ,o� �
BC:293.80 r, �, �, . �, �, r, �,� r, I r, / ,, ,`' 2 8.24 �Rq`
(CONTRACTOR TO VERIFY ) 1� c�h� 29 2� s
SEE DETAIL 1, 4/C-505 TC:2J4.�0 ,o .v `L .° E v , .v .v ,.w /
o 5,�;�
BC:�93.90 ``°`° � _
TC/BC:293.90 To�BC: �V W W 1 o e � ,f � V� v� ,,""` $ � � - �
2 4.0o W �' S� ��,� ` W 1 a� 29 �
� � � � - 2 �� � � �X-CUT IN
� � � r �
TC:293.92 � _ f •v .v w 1 0 /� , •v , ` '` j HYDRANT NHC`
BC:ZJS.�Z t f;`. W W W n,�� W ''r W l�J ,ZS I
�oeev
__`�sr_... TC:294.42 --_ � t
t W V� W W
� �,.�
�� C:?�93.92 W W W W d W W LANDS N/F r297.25W W �-
�f TC:294. 0 � � � � W W W �'WB�E,,REqW W 269 BROADWAY SARATOGA LLC 4 ,� �Z9g- �
l� BC:294.20� r z.�`� �,3_v,�F �, r, r, r, �, FFE:297.25 BOOK:2019 PAGE:29 745 .v %� �v v`�: v v ��
TC:294 00��a_�
;, f��;n�,�,�,�n ;�; �� BC:294.00 ��_, ,r �, r, r, �, r, y, r, ��, TAX ID: 165.75-1-7 , �� � 00.38
-;R SPIKE IN WEST- FACE r 294.37X � � �'_ �... .. �� �,� �v •v •v •v = � 'v'` - ._v.�.. .�M.R. #i) z���. � �' � �� 297.25 : 00.55 ����
�F UTIUTY POLE r TC:294.8 , 94.8 �� - � 'r r' ' r' . J t ����
_� ' BC:294.33 \ 94. 3 - ; w 497.25v .v r w w W � ' W �V •v .v .v
' .EV=245.44' 1 ,,�..��.
TC:295.1 / t ( 300.82
BC:294.69 �H294.86 � ���"��, :::..... :�o-�97.25 297.2 w w w w w 3oa�_< �,% � r' �,��' r' �,.
.......... �
294JY .....:•.�:..�::..i•::::...... < .. W W W W W *V" W �y �V �V .,-.
� 295.1 .....::•:: 29 .21 +► .
�9g � I 8 � _ s�.�o 2s�.�� W �. �. �. �. ,� �. W�
,
, � ;
� � � ST295J � 97A � - -297.2 � �� � � � � � r'°
� 64 LF OF 12 HDPE 29 ,38 � .,• •• .. TC:299.70
� � 3.609b 296.07 S .. •,- . . C:299.20 �' r'
295J4 297.10 297. " •• ',, . TC:300.60 �
� 296.07 �9 .� 7W:299.3 TC:298.2 297.35 ,• ... BC:300.10
` I�- BW:297.36 BC:297J0 1S �� ..' ..' TC:301.55 �
; \ � 296.43 .8� T 7W:300.15 BC:301.05 297.25 � O
� DMH2: - _ 296.85 29 •28 297.90 '� � � ' ' ,Q �j � GREEN ROOF AREA:6250SF
I _ h SEE DETAIL 1/C-504
• :......
........
� INV N:292.64 _ - 297.28 297. St / .2 � , > 02.49 �� �
INV OUT:292.04 ;�, _ _ � ' TC:302.5 O �
SEE DETAIL 6/C-504 � TW:300.15 29 '� 9 � BC:302.0 30 .28 m j �
BW:298.15 29 . ,3 >.'
146.5 LF OF 12" HPDE � � Z
� / 2g� - ' � �0.50% � _ _ _
i � �
� "= DMH2: .55
1 � � � � INV N:292.98 _0� //////� � '
� � INV OUT:292.88 - � 4 //i 03.82 STORMWATER PLANTERS. TYP.
� /0 - 8 � � � SEE DETAIL 6/C-504 _ ���/� v 03.92 SEE DETAIL 2/C-504
° `� 'r.r 0 / �� � -2g STORM DETENTION SYSTEM "� - - 303.9 �
/ \ _ � � � SEE DETAILS 3, 4 & 5/C-504 _ i ` 04.28 i' TF;300.98
i \ � ` INV IN:298.97
��� \ � � ,� �� t, ; / /l � - _ _ _ _30 / ' � INV OUT: 292.97
�6 � � � 3� � � � l SEE DETAIL 6 504
.
\ l `'j� 298.0 +�// / FFE=3pp62 ` � �304 � /`� � \ _ -3�4� �
.Ec) � � r,�:..� /J _ // � � �^�oS
\ � - ? �-�
C� �/ / � /
:,4TCH BASIN 17 ' �._ / // � �
RIM=295.64 � /
=291.41, 12"RCP
� / ' /� �
-� � � ��� �
/ � / � 299 � FFE=300.64 / /
/ � zo� �o� o zo�
f�J
1�� � � /� � SARATOGA,GENTRAL !��� �
CATHOLIC HIGH SCHOOL
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL � DIRECTION OF A COMPARABLE E n g i n e e ri n g a n d G RAD I N G & D RA I N AG E MJ PROJ. No.:987.04
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
�ATE: J U LY 2021
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCHITECT FOR A La n d S u ry eyi n g� P.C. P LAN
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-130 GRADING & DRAINAGE.dwg (Layout: C-130)
Date: Mon, Jul 26, 2021 - 1:28 PM (Name: aborza)
' I
i ' I
� � 1
0
O h � � w
"� J ,
� `' �GA „_�. � �
� � 3 � BODK:2012 PAGE:16��� � � �
� TAX Il?� 16.5.7.5-1-�"� � �
� ' � � Z
� � � ' � � O
� `' `� '� � � �
� �
� 3 f Q �
t� �; _
� � / �'� � �� FEDE, � � � O
� � � �� ��AN ASSLu,.�,<�;.�� O
h
W � ��JK:1040 PAGE:35 z Z
�; � ` 3 3� I / /,, I ;r,. a�� �� t ' Q
/ W
0 0
� � � � � � � �
f /; ~ `�--'
� � �
� � �
� 3 / 2—STORY �,
� � 3 rq J a ' / BRICK BUILDING
l
Q �n C�B J ' / / ' I
l�) `� �� � � /
5 � � �, � �
� 3 I / �
� o i ,� �
� � � , ;��
� I SEWER MANHOLE �2 � j
� 3 � RIM: 293.90 � '� '
� INV IN: 287.50 (4") '
� 3 INV IN: 287.30 (6") �
� � ' INV OUT: 287.20 (6") --`-`�-,:
�. � h �., SEE DETAIL 5/C-502 �'
6" SDR35 SEWER LATERAL `' `'
UNDERGROUND ELECTRICAL
SEWER MANHOLE �1 �' � ' RELOCA710N SHOWN FOR SCHEMA7IC (a) , ,:,
RIM: 293.20 3 I PURPOSES, CONTRACTOR SHALL T- - ''` =� R�M 2s�
INV IN: 286.50 (6") COORDINATE WITH NA710NAL GRID ON / iNv(a)-2�b. <
INV IN: 286.00 (12") ' j � SIZE, MATERIAL, AND LOCA710N I �q) m iNv(e)-2ss.2s, s"Pvc �
INV OUT: 286.00 (12") GAS LINE RELOCA710N SHOWN FOR
SEE DETAILS 1, 4/C-505 (c) �
SCHEMA7IC PURPOSES ONLY, CONTRACTOR
CONTRACTOR TO PERFORM TEST PIT TO VERIFY � � SHALL COORDINATE WITH NAl10NAL GRID ST
SIZE, LOCA710N AND DEPTH OF EXIS7ING � ON SIZE, LATERAL, AND LOCA710N _ST
WATER LINE. CONTRACTOR SHALL COORDINATE � ��' �"'
r 1�,��1 � .:�� :
WITH THE CITY OF SARATOGA FOR TEMPORARY ,i ' -___ _ I I
WATER SHUT-OFF \. l t � � 1�� (e� Ss� �;� r��t� 2�5 2.�
\- ----_w ' ' �
��.. SS INV(A) 29(;
_� _
_ `-
w . � FP.}t/sa} ?^; .
z _....... -�. . . . .
,. —G I ' �BJ
I � �
�� � h � �� $S „ � :� � � � � �
� ' ,� ,�Y . � 2-�
� � eRicK �� 3 3
� ,� �,` i
io`�n' ;. :
� � ��� =.cs: ` � � �
, � _� f"_ j tr
Z !` � ;. �:r::- �
„ "�G � o p
� � � r �
O � - , �� :
h I ��, __ � _ � � ❑
( "
a.,�a
,.� �� ------ �y . »,s . iu 3v
�,��,,w �
�6
..__ ..
` � � �< ��.,,-� ____�.
WATER MAIN CONNEC110N, � : - ( � ' �� � ��` � SEE MEP PLANS FOR� U1ILITY � 6—S TO R Y B U I L D I N G ��c - : .., �- I � 3 �
SEE DETAIL 9�C-505 � : ' � � l "��� CONNEC710N TO BUILDING, TYP ��" � �����`'�--�- oEw � � �
,y—.a..
� I : � _�,.._ �---_�.
_�,
� . � �-"�^- `3, -�'-- �
� 1` �'� 4" SDR35 ,x� � �. _ ��
� � -w ��
LINE, SEE DETAIL � / � �'�� ��6" DIP WATER LATERAL � � �� �
6" WATER SHUT-OFF 3 � �' ��"'�- ' � � = � 3
VALVE AT PROPERTY � ,/� / � rR���
r �C s/
2/C-503 � � � �6" SDR35 SEWER LATERAL ,x � E ME'4— A� o
� � � �,s. tf
� c,, —.�`�e �
'°'°o o • 1 _ � �
� � � � � �� ��� � ��� - ��� GREASE INTERCEPTOR, �� o ` � `' �.
' '� '` �-r1� �'� ,�;,�� SEE DETAIL 6, 8/502 � ' ° S� :
W SEWER CLEAN OUT, X-CUT IN
� � _ SEE DETAIL 4/C-502 � 3 3 �HYDRANT NHC`
r�-8" I � �
� �;
' �sx r���;�, t� r
. .' _,88Y " ' •.
'" SUGGESTED TRANSFORMER LOCAl10N. LANDS N/F
,.: .
o I `" /" ` _ CONTRACTOR SHALL COORDINATE WITH 269 BROADWAY SARATOGA ?_��`
{ 3 i -=_;__ NAl10NAL GRID ON LOCAl10N OF
o,00 -�,,
� � T '= s PRIMARY SERVICE LINE TO BUILDING BOOK:2019 PAGE;?97�" "
._.
3
� — -='�- �; TAX ID: 165.7� � 3
,
, — f
�ivL;rirvitsr�n �; � i r�R �
;R SPIKE 1N Wt ( — — t
"�F UTIUTY POL '` 1 h�P���� ':�'
ud.EV=245.44' �' � i,: \\ ��s,�, (
a..r,�,�,��� r�b� �^� �.4
0 3 �,-�� _.
. � � � 3 3
; n rv..
� _ � ,z,;.
� � T
"^ro h � � ST � T �
� �
—
� � � 3�0 � ST ST �� � � ��"
3 � sr _ � �� ,
� _
� . ls 1 `
� _ sr � ,. ,.::_ � °' �o
, _ _
� � _ _,�,,, 1 .�s `d �j h
� J
� 3 � �
____
� 3 � � �� / — _ ST Sr 1 Sr �--_o ���O �
�� � — m � �
`� ��a _ J �' <
� —
� � � Z
� _ _
h �'
� 3 '` �
3 �' h w ' I
� _
1 � � � � i � 3 3
� � � � i �o_ ///�� �
� ,� � h � - _ � �///��
s�- �B� � _ _ //
�. �3 , _
� �
_ � ., 3 3
� '
l� `B h ' j\ , �
\r '
� �3 � � 7 ❑
� -'�.��12"CLAY �
:�3, fO�CLAY �- ' I
_ :
a 3 3
o �
� � ` � �o
h� � �O
�i ` � � �
� � � � ` I 3
v � 3 /
�� -- /� � � �
� � � �
� 20' 10' 0 20'
2 f�
�� I � SARATOGA CENTRAL �
CATHOLIC HIGH SCHOOL
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and UTILITY PLAN �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-140 UTILITY PLAN.dwg (Layout: C-140)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
• �
� ' �
� 1�
° PLANTING SCHEDULE
i �; �,���s : o
LEGEND: �� THE SARATOGA _�: ABRV BOTANICAL NAME COMMON NAME QTY SIZE SPACING REMARKS � �
BOOK:2012 PAGE:164- �
l� . TAx Il?� 16.5.7.5-1—�" TREES � c�
T SIGN RELOCAl10N/RESET � � � � AR ACER RUBRUM OCTOBER GLORY 1 3" CAL AS SHOWN w O
�� / ���' / � _ �
�I INLET FlLTER (IN PAVEMEN� / ( JC JUNIPERUS SPARTAN UPRIGHT JUNIPER 6 5-6' HT AS SHOWN � �
� ? � SHRUBS Q �
� INLET FlLTER (OUT OF PAVEMEN� � /' PH PENNISETUM "HAMELN" DWARF FOUNTAIN GRASS � 1 GAL. AS SHOWN � �
/ �,
SF SILT FENCE I �, PERENNIALS & GRASSES � O
a ' I LS LIRIOPE SPICATA LILYTURF 25 1 GAL. 1" O.C. z Q
�� I � w o
/ � 1 � �
NOTE: /r�'��' \I � ( / ~ �
1. STAGING AREA AND CONCRETE WASHOUT AREA TO BE
LOCATED AT FlELD ACROSS THE STREET. FlELD TO BE / \ j
REHABWTATED AFTER CONSTRUC710N. / / �
2—STORY �
/ � BRICK BUILDING o°
� '� � / 1
� I �' � 1
� / �
I _..
�; _ _ — ..r �
� � �.
� 1 ��//� j 1
I INLET FlLTER (IN PAVEMEN�, �' �
� TYP. SEE DETAIL 5/C-502 1_ � ' �
SUGGESTED SIGN r "A
RELOCAl10N �� � _ � �`�
s �
� MULCHED PLAN7ING �
BED, TYP. SEE , — •
� DETAILS 3, 9/C-502 ' 1 I
_ �
1� PH � I
�' 5 PH �
I �o^ 5 EXIS7ING SIGN(S) — EXIS7ING SIGN(S) TO BE RESET
TO BE RESET
�
CONSTRUC710N ENTRANCE, �� ��' �
SEE DETAIL 6�C-502 � l � � ;, � � �
' _ �
O ,� i f __ l �
�� r
�`� '� I � SILT FENCE, TYP.
_w �_
_ �
O -- `- - �i r I'�? U � SEE DETAIL 1/C-502 I
h � � �� � �
� �
� ,, �P � � �N �
w � �
, , �
� e � ,��a x��� �
, , �o� �2 , ._ _ __
h � � »ESF � � �� ��
� '� ' ;
�" � "` ' 9
� ;1�� � ��� �� �
:, :,. , _; �, ?.
Z �
, �"�.� � �
�
� , i =,---------- ' r �
_ S_
_,, _
� � i` � �-����- � 6—STORY BUILDING 29; �SF __N ,i` �
� P _ F
Q � � �-n� a. �w_
Z � � � � / ��� � SF i �� ��:�,
! , � �
' �J SUGGESTED SIGN —SF_ "
// �� ' RELOCA710N � � - . , `� SF\
I ; --" �
i �h ' � / r, -' ���
` E E4�ANTILE
� � `°`°` � � � M" � � ' —
-�_�� / �
r i � �� � � �
_ , o
I '.,� �� ,4 .� / o � ::. .: ....
S� 6' / / 29 �
,d� � _
� - /�� � � � � � 1 X—CUT IN
Sr \ I � �^ I f �( y HYDRANT NHC`
I / „
0 j �, 1
��v � � �
� I6>5}
LANDS N/F �,
I � ` -�- 269 BROADWAY SARATOGA LLC �
,. �`==__�.�_ .. �SAB�EARE PH � �Zg9�
� � � �_va�� BOOK:2019 PAGE:29745 � � 2 u� �
� TAX ID: 165.75-1-7 / ' � '�
i ��S ' ' — � �
�i"vL;rrrviFsr�ri �t '�l
� �;
;R SPIKE IN WEST— FACE � ���S — --- � � �M'R' #�� / � �
"�F UTIUTY POLE
�'.EV=245.44' ��� _ — / / ,
1
.. J? ,..,:..� �,.s'a ME�3�. C, q� // / L.
,, � :��� 3oa�. � � � �� �
�.�
� � � � �� �.� _ � � / ��," ' 2 � � 3�� i
/�9�x,. � � �sT � � � dS 8H " �/ /
_ � i
� � JC � � 8� � `� � ,
� .
J 3 � PH �
� 9 ��
\ PH '
; _ — _ '. ,t � g � ��j �. � h
�„
\ ' _ , �„ ( �j h
� � � W � pp �
I _ _ AR � Sr � � �
— — LS m j �
_ 25 ��
� � � L�4WN Z
� ' � ,g
_2g _ �
� —
// � INLET FlLTER (OUT OF PAVEMEN�,
� � �— /� � � — � �// ' TYP. SEE DETAIL 10/C-502
1 � , , , , � �O_ _ �//��4
: ,° � 8 - � � �-' ' _ '� ����// ��
Q �' _29 / hj' � � � SUGGESTED SIGN
j / � � RELOCAl10N
� � � � i
�
���/ � �B � i � 299 / / / _ / �
�6' \� / � � l � - - - -3p3, � � � ,
� l � ,� i — — � . � _ -3�4� 1 �
/ ' ,� / � '3p4 ` /� � �
\ � --
\ � �:..� // / �`` �^�pS
\ ,� — _ / � �
� 1 /
�e i �
,� � �� �� /� �
� �
� i � � � �
--- , , /s �
�� , / �
^ i � zo� ,o� o zo�
�
��� / // f SARATOGA CENIRAL
CA1HOLIC HIGH SCHOOL
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE � � E ROS I O N CO NTRO L & MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER La n d S u rveyi n g� P.C. LAN DSCAP I N G P LAN
DRAWN BY: AJW �t OR LANDSCAPE ARCHITECT FOR A
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-150 EROSION & SEDIMENT CONTROL.dwg (Layout: C-150)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
1X�" 12.5 MM F3 TOP COURSE HMA, 80 SERIES TOOLED mGE � Y' TOOLm JOINT 5' MAX O.0 � � Q CURB, SEE PLANS FOR (SIGN VARIES)
(1/4'R x 3/4"DEEP) 1.5"W SMOOTH � � 3"� �� WAY. OR AS SHOWN ��I�.� �a�� MAlERIALS SEE SIGN SCHmULE
COMPACiION (TYP.) ON PLANS (1/4"R x .� �„- �,,
BROOM 1D(iURED FlNISH (lYP) a a 3 4"DEEP �` P II� �p�.. 20 TACTILE WARNING FASiEN SIGN WITH
?X' 25.0 MM F9 BINDER COURSE HMA, 80 Q a � � a Q a o FlXED OBJECT / > 6 �"�Nlp1'. � � `� '�• '�I� 3 SIDEWALK, SEE PLANS FOR •
SERIES COMPACiION (TYP.) �- ��c a FlNISH (TYP) TOOLED mGE � ;� � / ¢•0 O' MIN OF
2�' 37.5 MM F9 BASE COURSE HMA, 80 (1/4 R x 3/4 DEEP) �� � � pR paSi1NG a� Q ��� �c/ �`•'\�� �'�- 6'��Ip O MAlERIALS BOLTS 4 DIA. LOCK
SERIES COMPACiION (TYP.) 3�~ � 3° ���� � '.�In � � o � o �RI$F O BROOM FlNISH PERPENDICULAR x GALV. SiEEL
CONSTRUCTION JOINT TOOLED EDGE IXPANSION JOINT WI1H PREMOLDm / ' ^�^q ^ ���0 �!s�aMIN R��� � � TO SLOPE � 'U" SEC110N POST
12" SUBBASE COURSE MAiERIAL CONFORMING 4, „` . �qyyN , � : ,
WIiH NYSDOT SUBBASE COURSE TYPE 2. RESWENT JOINT FlLLER AND SEALANT CONTROL JOINT � �-t�- 6 �"�Mp v� v � � v 4 v v . �
COMPACTED TO 95% OF DRY DENSITY AS 20'MAX EXPANSION JOINT o � � '� v
� M � v v 3 `� `0" ��� v 5Q DROP CURB, � MAX VERi1CAL �- 3 -;
� RI � � ELEVAiION CHANGE �
��� DEiERMINED BY THE MODIFlm PROCTOR TYPICAL SPACING FOR IXPANSION JOINT > � � v � v � � �
��\//��\//��\//��j��j��j��j��j��j��j�\ ANALYSIS. 5'MAX 5'MAX 5'MAX 5'MAX NOTES: 3 � D �� o � 4 0 � � � � �� o
.�\��\��\��\��\��\��\��\��\��\��\ o v o 0 0 �
MIRAFl 500X GEO1D(i1LE FABRIC APPROVED o o°o° o 0 0 0 0 � _
EQUIVALENT 1. MATERIAL AND MEiHODS OF CONSiRUCiION SHALL BE IN CONFORMANCE WI1H 1HE NEW YORK � v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000000iY
STAiE DEPAR11dENT OF iRANSPORTATION (NYSDOT) STANDARD SPEqFlCA710NS FOR 4 � o o°o°o°o° �+`��` �' � o 0 0 0 0 �
PROOF ROLLED SUBGRADE, OR COMPACiED CONSiRUCiION AND MAiERIALS, DATED MAY 1, 2008, AND ALL ADDENDA iHERETO. � � °o o°° �j,� ��" • o
NOTES: SELECT GRANULAR FlLL EJ CJ CJ CJ EJ 2 ALL CONCREiE SHALL BE 5,000 PSI CONCREiE. CONCREiE MAiERIALS, PLACEMENT, AND �LAWN v V 5 � \••/ 5 `�%
1. MAiERIALS AND MEiHODS OF CONSIRUC110N SHALL BE IN CONFORMANCE WI1H THE NEW YORK STAlE CONSiRUCiION SHALL CONFORM WIiH SECiION 500 OF 1HE ABOVE REFERENCED NYSDOT � v �ea�� ��' '-' ��I I I
DEPARiMENT OF 1RANSPORTA710N (NYSDO� STANDARD SPEqFlCAiIONS FOR CONS112UC110N AND STANDARD SPEqFlCAiIONS. 0 �� �� 11=11
MAiERIALS, DAiED MAY 1, 2008, AND ALL ADDENDA iHERETO. ���g' • r 4'x4' CLEAR � � '�,�II 1/4°x8'x24' STEEL
3. REINFORqNG SiEEL FOR CONCREiE SHALL CONFORM IMiH SEC110N 556 - REINFORqNG SiEEL �,� !' LANDING AREA �c�� �o `� PLAlE (WELDED)
2. SUBBASE MAlERIAL SHALL CONFORM WIiH SEC110N 304 - SUBBASE COURSE OF iHE ABOVE CONTROL JOINTS 5'MAX O.C. FOR CONCREiE SiRUCiURES OF iHE ABOVE REFERENCm NYSDOT STANDARD SPECIFlCAiIONS �' N,
RffERENCm NYSDOT STANDARD SPECIFlCAiIONS AND 1HE TYPE CALLED OUT IN iHESE DRAWINGS. E�D�ANSION JOINT PLAN EACH WAY AND AS SPECIFlCALLY CALLED OUT IN iHE DRAWINGS.
3. HOT MIX ASPHALT (HMA) PAVEMENT SHALL CONFORM IMiH SECiION 400-HOT MIX ASPHALT OF iHE G1=CONTROL JOINT
ABOVE REF�2ENCED NYSDOT STANDARD SPEqFlCA710NS AND iHE TYPE CALLED OUT IN 1HESE 5,000 PSI CONCREiE SIDEWALK, 1.5% 4. ALL EXPOSm SURFACED SHALL HAVE A BROOM iEXiURm FlNISH & TOOLm mGES. TOOL SHALL C U RB RAM P - D RO P C U RB
CROSS SLOPE AND 4.5% RUNNING BE PROVIDE MAX 1-1/2" WIDE SMOOiH iROWEL FlNISH AT JOINT. 1 O
DRAWINGS. ALIHWGH SECiION 400 IN ITS ENi1RETY IS RffERENCm, iHE HOT MIX ASPHALT (HMA) 6x6-W2.9xW2.9 SLOPE OR AS NOiED ON PLANS SCALE:
PAVEMENT(S) SPECIFlm FOR iHIS CONiRACT SHALL BE AS SPEqFlED UNDER SECiION 403-HOT MIX yy,yy,F. 5. IXPANSION JOINTS SHALL BE LOCAlED A MAXIMUM OF 20' ON CENiER, OR AS INDICATED ON
ASPHALT (HMA) PAVEMENTS FOR MUNIqPAIJiIES. SEE PLAN FOR WIDiH TOPSOIL, SEm AND P�N� �' SS PEG WELDED TO 2' DIA. SCH. 40 12"
. . MULCH SINGLE POST
4. APPLY TACK COAT BEiWEEN ALL HMA PAVEMENT LIFTS PRIOR TO PLAqNG HMA MIXiURE REGARDLESS 3 ;� 3 6. JOINTS SHALL NOT BE SAW CUT. T� POST AND HANDRAIL, TYP. � POWDER COAlED SiEEL (MIN.)
OF 11ME PERIOD BEiWEEN LJFTS PER NYS DOT 402-3. N �2 OR GALVANIZED S1EEL S I G N M O U N T I N G D E TA I L
� a 7. IXPOSED CONCREiE SURFACES SHALL BE iREATED IMiH 'SUR�OND'/'SAFEBOND" SB-7000 (MIN.) iUBE RNLJNG 15 SCALE: N.T.S.
5. WHERE IT IS NECESSARY TO PLACE FlLL FOR PURPOSES OF BRINGING iHE SUBGRADE ELEVAiION UP TO =� sM �-� a INIENSIFlER BRIGHT PROTECTOR AND SIDEWALK SEALER, OR EQUAL. RAiE AND MEiHOD OF .
A SPEqFlm GRADE, iHE FlLL MAlERIAL PLACm SHALL BE IN CONFORMANCE WIiH SECiION �- ° a �, APPLJCAiION SHALL BE IN ACCORDANCE WI1H MANUFACIURER'S RECOMMENDATIONS. 2 DIA SCH 40 HANDRAILS
203-IXCAVA710N AND EMBANKMENT OF iHE ABOVE RffERENCm NYSDOT STANDARD SPECIFlCA710NS. I I I=1 POWDER COAlED S1EEL OR '�
� �I I I I- g, �gBASE MAiERIAL SHALL CONFORM WI1H SECiION 304 OF 1HE ABOVE REFERENCED N1fSDOT GALVANIZm SiEEL iUBE � mGE OF PAVEMINf
5. PAVEMENT SECiION SHOWN IS PRELJMINARY. PRIOR TO BIDDING AND COMMENCEMENT OF CONSIRUC110N, -I I I I I RAILING �
II SUBBASE COURSE STANDARD. z "' EDGE OF PAVEMENT 6'-0'
1HE FlNAL DESIGN OF 1HE PAVEMENT SECiION MUST BE PREPARm BY A NYS LICENSm PROFESSIONAL _ I- I I � o - -�
ENqNEER AND MUST BE BASED ON A CURRENT GEOlECHNICAL REPORT PREPARED FOR 1HIS PROJECT. �I I I I=I I I I I I,;,I I I,=,,I I I I I I I I I I I I I I I,=,,I I I- -1 I I-I I I I I I= �E 2 9. WHERE IT IS NECESSARY TO PLACE FlLL FOR PURPOSE OF BRINqNG THE SUBGRADE ELEVA710N N � Y DIA SCH 80 POSTS z I �
COMPACIED SUBGRADE OR COMPACIED UP TO A SPEqFlED GRADE, iHE FlLL MAlERIAL PLACm SHALL BE IN ACCORDANCE WIiH SECi10 � � �
AS P HALT PAV E M E N T S E CT I O N SECTION SELECT GRANUUIR FlLL TO BRING 203-IXCAVAiION AND EMBANKMENT OF 1HE ABOVE REFERENCED N1fSDOT STANDARD 6 6-0 MAX �
1 SCALE: N.T.S. SUBGRADE TO CORRECT GRADE. �EqFlCA710NS.
7.5X M� �-�E � �
CONCRETE SIDEWALK �
5 SCALE: N.T.S. �11°� CORE DRILLED HOLE, 6� s�
DUSTING PAVEMENT NEW PAVEMENT ,� = FlLL gqp yy� CONCREiE SIDEWALK
FOR GRADE SEE PLAN FOR GRADE SEE PLAN a °O NON-SHRINK GROUT BOTTOM RAIL FOR CURB OR SEE DETAIL ON iHIS �
SCARIFY AND REMOVE " � BARRIER PROlEC110N PER g{E� N�
12~ SAVIK;UT EXISIING PAVEMENT � � � ADA 405.9.2
IXISTING PAVEMENT EQUNALENT TO 1.5" TO 2.5' � ' 2' O.D. SLEEVE FlLLED IMiH
PROPOSm TOP COURSE THICKNESS & TACK COAT ALL IXIS11NG a � M � � 1 2 � NON-SHRINK GROUT AND SEALANT,
SAVYCUT IXISIING PAVEMENT SURFACES � a a R�P � ° � 1 My � -- 1. HANDRNL SHALL CONSIST OF 2 DIA. SCH. 40 POWDER TYp. Tp BE EMBEDDED IN 10' X 14"
� ° ° e � ������������� � NOTES: COATED SiEEL OR GALVANIZED SiEEL DEEP iURNDOWN. � I I � � I
aaaaaaaaaaaaa �I�'I� �11'� ��
. �� ° . d a • O O O O O O O O O O O O O M
" a "'• a a a a a a a a a a a a a 24 2. MAXIMUM POST SPACING SHALL NOT IXCEED 4'-0'.
0 0 0 0 0 0 0 , a a a a a a a a a a a a a � 1. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, iURNING SPACES AND ROADWAYS SHALL BE C O M B I N E D T Y P E L S
w o ' o°o°o°o°o°o°o N ° a °°°°°°°°°°°°° FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREAiER 1HAN �'. VERi1CAL STANDARD TYPE S
��� . MIN DOME SURFACE DISCONI1NUIilES BETWEEN �" AND �' SHALL BE BEVELED WIiH A SLOPE NOT A C C E S A B L E R A M P W I T H T U B E H A N D R A I L
a� F U L L R A M P W I D 1 H SiE�ER iHAN �.2 iHE BEVEL SHALL BE APPIJm ACROSS 1HE ENi1RE JOINT. 1 1 SCALE: N.T.S.
SUBBASE DOME SPACING PLAN VERTICAL SURFACE DISCONTINUITIES DIM °n• CROSSWALKS
�� PLAN � 7 �A�. NOSING/D(POSED END: M �. 1 6 SCALE: N.T.S.
10 �'2 50X TO 60X OF DRILL & EPDXY iHERMAL ��$ �ED EDGE TO 2 �6.�I �,
MATCH IXISTING � 20�f _I �� � BASE DIAMEiER BULLNOSE, TYP.
NOTES: GROUT �4 BARS = �
SUBBASE, IF GREATER 1. TACi1LE WARNING SiRIP SHALL BE ADA COMPLIANT 1/2° EXPANSION JOINT 16" LONG AT 24" FlNISH (1}{p�MAL FlNISH) DGE�
THAN PROPOSm SECTION SECTION INCLUDING iHAT IT SHALL CONiRAST VISUALLY WIiH � 1' � CONiROL JOINT AT MAiERIAL dc SEALANT O.C. (MAX.), MIN . -
CONTRACTOR TO VIF ADJOINING SURFACES. MIN 7RANSIiION OF 1HIqCENm 30� ��2. p� g• �p� SEE ADJACENT �
NOTES: SLAB/HAUNCH � OU1ER mGE OF �
DOME SECTION SIDEWALK � �., SPLIT FACE, TYP. Tpp I� ";
1. APPLY TAqC COAT BEiWEEN ALL HMA PAVEMENT LIFTS PRIOR TO PLAqNG HMA MIXiURE TACTILE WARNING a a > �� � FOOIING FlNISH GRADE
REGARDLESS OF i1ME PERIOD BEiWEEN LIFTS PER NYS DOT 402-3. G �A�. �� �- a = "' � � a Q �3 24• �' CONCREiE PAVERS,
�'Z ° � � , °�� � 6• � 0°W REFER TO 7/C-500 4,500 PSI � TOP OF FOOTING
PAVE M E NT TRANS IT I ON ° �' ° °� a� / " °° coNCRE� N ,
2 SCALE: N.T.S. DESIGN ELEMENT TOLERANCES I I I I - EXISi1NG / � NOTES:
DESIGN AND LIMIT FOR I I I -�I�__ FOUN A ON ������ 1. INSTALLA710N TO BE COMPLEiED IN
-I I I I I I-I I I ,I I I=I I I=I I I � I Acco�DANc� w�n� M�wUFAC1uR�'S
ELEMENT FlELD LAYOUT WORK P R O O F R O L L E D ��- -,;,-,�� ,, W A L L
1�" 1 2 5 M M F 3 T O P C O U R S E H M A, L I M I T A C C E P T A N C E SUBGRADE, 12" ��- � 18" � . � . SPECIFlCA710NS
80 SERIES COMPACiION (TYP.) SIDEWALK CROSS SLOPE 1.59b MAX 2.OX MAX OR SELECT GRANULAR 12'0
SIDEWALK GRADE - RUNNING SLOPE 4.5% MAX 5.0% MAX FlLL 2 DO NOT SCALE DRAWINGS
� 18"MIN. BLEND �COMPACiED SUBGRADE S-1 EMBEDMENT
APPLY TACK COAT TO DUSi1NG CURB RAMP GRADE - RUNNING SLOPE 7.5� MAX 8.3X MAX � � � �2 OR COMPACiED SELECT 3. BIKE RACK TO BE COAiED W/ ZINC
PAVEMENT SURFACE NOTE: STONE SIDE VIEW BR NG UBGR DET 0 MODEL NO. PEAKS DIM°a° PIOLYESiER POWDER CIOA�(COLOR
ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES:
1. iHIqCENm (HAUNCH) & ADDI110NALLY REINFORCED CONCREiE SIDEWALK ENDS ARE CORRECT GRADE. ��� 4 �t/2'�c. TO BE BLACK)
EXISi1NG ASPHALT 1. DIMENSIONS SHOWN IN iHE DETAILS AS MINIMUMS AND MAXIMUMS ARE iHE LIMITS FOR DESIGN AND FlELD REQUIRED AT ALL DUSTING/pROPOSED BUILDING ENIRANCES. NO��'
NOiES• PAVEMENT LAYOUT. FAqIJiIES SHALL NOT BE CONSIRUCTED IMiH VALUES OUTSIDE iHE LIMITS FOR WORK ACCEPTANCE.
• • 1. INSTAllA710N TO BE COMPLEiED IN A(xORDANCE WI1H 14 g�KE RAC K
SEE TABLE DESIGN ELEMENT TOLERANCES . 2 SEE CONCREiE SIDEWALK DETAIL FOR ADDIiIONAL DETAILS dc NOiES. MANUFACiURER'S INSiRUCiIONS.
1. MAlERIALS PREPARE IXISIING ASPHALT PAVEMENT IN ACCORDANCE WI1H N.Y.S D.O.T. SECiION 633
"CONDIiIONING IXISIING PAVEMENT" 2. TO CHEqC FlELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES WILL BE MEASURm SCALE: N.T.S.
VNiH A 4 FOOT LONG DIqTAL LEVEL USING AT LEAST 1W0 READINGS. WHERE iHE READINGS VARY, iHE S O L I D G RAN I T E S EATWAL L
2. MILL IXISi1NG ASPHALT CONCREiE TO DESIRm DEP1H, CLEAN SURFACE TO BE REPAVED. APPLY TAqC MEASUREMENTS IMLL BE AVERAGED. GRADE (RUNNING SLOPE) WILL BE MEASURm ALONG THE CENTERLINE C O N C RET E S I D EWAL K AT B U I L D I N G
COAT AND TOP COURSE. AND OFFSET 12' TO 18'�FROM iHE CENiERIJNE. CROSS SLOPES IMLL BE MEASURES PERPENDICULAR TO $ �ALE: N.T.S. 1 2 SCALE: N.T.S.
CENIERLINE AT 5 TO 10 INiERVALS.
SAVYCUT EXISi1NG
AS P H ALT PAV E M E N T 3. GRADES (RUNNING SLOPES ARE MEASURm IN iHE DIREC110N OF PmESiRIAN iRAVEL CROSS SLOPES ARE REFER TO WRB PAVEMENT IN
MEASURED PERPENDICULAR TO iHE DIRECiION OF PmES1RIAN iRAVEL. EXPANSION JOINT WITH SIRAIGHT LJNES.
M I L L I N G A N D R E S U R FAC I N G PREMOLDm RESILIENT JOINT DETAIL FOR TACK COAT
3 4. JOINTS BEiWEEN SIDEWALKS, CURB RAMPS, lURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE FlLLER & SEALANT, AT � r INSTALLA ON VERi1CAL FACE FOR
SCALE: N.T.S. FROM ABRUPT VERIICAL CHANGES GREAiER 1HAN �'. VERi1CAL SURFACE DISCONI1NUIilES BETWEEN �' TO �' SIDEWALK 2 3 4' IXPOSED FACE REQUIREMENTS NEW PAVEMENT
SHALL BE BEVELED WI1H A SLOPE NOT STEEPER 1HAN 1:2 iHE BEVEL SHALL BE APPLJED ACROSS iHE GRANIiE CURB TYpE E100 INSTALL
4,000 PSI CONCREiE PAD � � PAVEMENT
12't
6x6-W2.9xW2.9 W.W.F. 5. iHE CROSS SLOPE OF PEDESiRIAN ACCESS ROUlES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND - M SECiION � IXISIING ASPHALT
SEE PLAN FOR DIMS. 2% MAXIMUM FOR W'ORK ACCEPTANCE. � � -� - ,,-,,_,-, ��I I I���-i i i_ PAVEMENT SEC110N
TOPSOIL, SEED AND I I �/ NOTES:
• • MULCH . = III a
3 = 3 6. iHE RUNNING SLOPE OF PEDESiRIAN ACCESS ROUlES SHALL BE 4.5% MNUMUM FOR DESIGN AND LAYOUT, � 6 =I I =I a a
`" AND 5% MNUMUM FOR WORK ACCEPTANCE. ��_- ^ 1. GRANIiE CURB TO BE INSTALLED IN I I I
--�- CONCREiE BAqCFlLL TO� _� � � ACCORDANCE WI1H NYSDOT STANDARD -� �
� ___ �.�_6�__... �� �� 7. iHE MINIMUM WID1H OF A CURB RAMP SHALL BE 4'. LJMITS OF IXCAVA710N _ �/ �� SPECIFlCA710N SEC110N 609. I I I I
�, r--- (TYP.) ���
8. iHE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 5% iHE GRADE FOR DESIGN AND . -� a ° 2. TYPE E100 CURB SHALL HAVE SAWED, _
� LAYOUT SHALL BE A MNUMUM OF 7.5% 1HE GRADE FOR ADA A(:CESSIBWTY AND NfORK A(:CEPTANCE SHALL M I I-_ _ _ = _ _ AND F�ACE. OR 1HERMAL FlNISHm TOP I I I
BE A MNUMUM OF 8.3% 1HE MAXIMUM VERIICAL RISE OVER 1HE LENGiH OF iHE CURB RAMP FOR - ,-,;,-i i i-,;, ,;,-,;,-i i -�
ACCEPTANCE SHALL BE 6". DRY-MIX PORiLIWD CEMENT SUBBASE TO MATCH I I I-=_
� SUBBASE COURSE B12 SETi1NG Bm TO ASSURE PAVEMENT SEC110N =1 I I-I I I-I I 1=1 -I I 1=1 I 1=1 I 1=
CRUSHm STONE 9. iHE CROSS SLOPE OF 1HE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND Si1LL PROVIDE POSIi1VE PROPER GRADE AND SUBBASE AND PAVEMENT
COMPACiED SUBGRADE OR COMPACiED SELECT DRAINAGE iHE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5X MNUMUM FOR DESIGN AND LAYOUT, AND 2% ALJGNMENT. PROOF ROLLED SUBGRADE,
GRANULAR FlLL TO BRING SUBGRADE TO CORRECT OR SELECT GRANULAR FlLL SHALL MATCH EXISi1NG.
GRADE. MAXIMUM FOR WORK ACCEPTANCE. CURB INSTALL AT
TRANSFORMER EQUIPMENT PAD 10 AHMNU UMESLOPE OF 9I5X OR�ESIGN AND LAYOUT,�wo OX MAXMUMFOREWORK CCEPTANCE TME�TM 9 TYPE "E100" GRANITE CURB EXISTING PAVEMENT
4 SLOPE OF 1HE FLARm SIDES IS MEASURm PARALLEL TO iHE CURB LINE SCALE: N.T.S. 13 �� N.T.S.
SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��OO
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-500)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
NfOVEN WIRE FENCE (MIN. 14 GAUGE SHRUB IS SiRAIGHT AND PLUMB; TREE & SHRUB PLANTING NOTES:
10 MIL POLYEiHYLENE SHEEi1NG
SEE NOTE 4 BEST APPEARANCE SET AT ANGLE � DIG PIT WID1H TO DIMENSIONS SHOWN.
W/ MAX. 6' MESH SPACING) �g" OF HIGHEST VISIBILJTY
10'-0' MqX, 10' MIN
�EN1ER Tp (��R 36' MIN. FENCE POSTS, FlLiER FABRIC 3�-�� EXIST. PVMT. 2. REMOVE STONES 2" AND LARGER FROM EXCAVAiED PLANT PIT SOIL AND EXCAVAiED PIT AREA.
DRIVEN MIN. 16' INTO `--- - - - - --- --- -' � �.,-- --- - --- --,
GROUND I I I I ALL CONCRETE
� ;-- �-- :� o - o o-----o o---� o� i TRUCKS SHALL � _ _ � ��---- - 3" DEEP SHREDDm Nf00D 3. DIG PIT DEPiH SAME AS ROOT BALL OR CONTAINER DEP1H.
-
- --- --- --- -
-------------------------==--=--=---=-= �o
�� � WASHOUT HERE
' 6" RADIUS FOR MULCH FREE MULCH BEYOND MULCH FREE 4. SET ROOT BALL (REMOVE ROOT BALL FROM CONTAINERS) IN CENIER OF PIT SO TOP OF ROOT BALL
i " °� , 5:1 MOUNTABLE BERM (OP110NAL) ZONE SHALL BE MAINTAINED
; � � BLAqC LETiERS ON IXIST. GROUND ZONE AROUND ENi1RE ROOT
T � i i ' � WHIlE BAqCGROUND FLARE 1'-2' FLARE VISIBLE iHR0UGH0UT MAINiENANCE WHERE ROOTS FLARE OUT (ROOT FLARE/COLLAR) IS 1-2 INCHES ABOVE FlNISH GRADE & VISIBLE
� i ; o �� i = o� � r PROFILE � PERIOD. (NOT COVERED WIiH SOIL); iHE REST OF iHE REMAINING TOP OF ROOT BALL SHALL BE FLUSH WI1H
; „ ;,; o o� GALVANIZm U ABOVE FlNISH GRADE) AT FlNISH GRADE & COVERm WI1H PUWIING SOIL (TOPSOIL, SEE SPECS).
HEIGHT OF FlL1ER 18' W � � ! � � m� CHANNEL POST BASE OF S1EM 3"-4' SOIL SAUCER
MIN. � ' ; BALES TO ; o
> � � � BUTT �; ! � 0 5. IF PLANT IS A CONTAINER: SLIGHILY LOOSEN mGES AROUND ROOT BALLS: IF PLANT IS BdcB: CUT
, ; �, �� i � OFF ALL WIRE/ROPE ETC. AROUND ROOT BALL dt DISPOSE OF PROPERLY; FOLD BAqC TOP HALF TO
� � � ! z SEE NOlE 3 � 1W0-iHIRDS OF ROOT BALL LOOSENING ROOT FlBERS AT EXPOSm mGES; KEEP REMAINING BOTTOM
GRADE
��v � ' ' � � I I ------------------------ PORiION OF ROOT BALL IN BURLAP INTACT; APPLY ROOT ENHANCER AND FERIILIZER TO ALL B&B
6" MIN. � - ' ` ''' i c 8 ; 12'-0' TOPSOIL AS SPEqFlm /WD CONTAINER 1REES, CLUMPS, AND SHRUBS.
'° ° ° ° ° ° ° °' � 0° �� EXIST. GROUND � �� P�T'
! `----- ----- -------- -----J i M w SIGN SHALL BE PLACm IN A , MIN.
^��/ i � � I I PROMINENT LOCAiION AT WASHOUT ; B&B (BALLED dc BURLAPPm) 6. SET PLANT SiRAIGHT dc PLUMB FROM ALL ANGLES; MAKE SURE ROOT BALL IS NOT DRY-MOISiEN IF
�O�` �j `- - -- -- -- -- -- -- -- - �- -- -J � AREA ------------------------ o OR CONTAINER; REMOVE MIN. PLANi1NG PIT DEP1H NEmED; INSTALL AS SPECIFlm; BAqCFlLL IMiH APPROVED TOPSOIL PARiIALLY; CHECK AGAIN TO
� ANCHOR BALES WI1H � „ PLAN i TOP HALF OF BURLAP LEAVING PLANIING PIT DIAMEiER ASSURE PLANT IS SIRAIGHT dc PLUMB ADJUSIING AGAIN FOR APPROVAL; FlNISH BAqCFlLL WI1H
(2) 2"X 2"X 4' S T A K E 6 M I N D E P 1 H o B O T T O M H A L F I N T A C T 2 X M I N. R O O T B A L L D I A. A P P R O V E D T O P S O I L; S M O O i H O U T IX C A V A 7 1 0 N A R E A A N D C R E A i E 3-4 H T. S A U C E R F O R W A i E R I N G
PERSPECTIVE VIEW p� BA� AGGREGAiE ALL WASHOUT SIGN OR CONTAINER WIDiH ZONE.
lERRAiEX SC, IVI 3611W WIRE BAqC AROUND CONSTRUCTION ENTRANCE SPECIFICATIONS:
SILT FENCE, OR SILT SAVER PRIORITY 2 36" MIN. FENCE POST PLAN 7. INSTALL CONSiRUCiION FENCE (SEE SPECS.) TO PROlECT PLANIED AND S�ED AREAS IMMEDIAlELY
SILT FENCE PRffABRICAiED SILT FENCE � 1. STONE SIZE - USE MIN 2" STONE, OR RECWMm OR RECYCLED CONCREiE EQUIVALENT. AFTER INSTALLAiION IS APPROVED.
WIiH POSTS OR APPROVED EQUIVALENT �•f 18»t S H RU B P LAN T I N G
� � BINDING WIRE I� 2 iHICKNESS - NOT LESS 1HAN SIX (6) INCHES. 7
; I I SCALE: N.T.S.
� . 3. WID1H - 1WELVE (12) FOOT MINIMUM, BUT NOT LESS 1HAN 1HE FULL WID1H AT POINTS WHERE INGRESS
I N � S1RAW BALE (TYP) GRADE OR EGRESS OCCURS. 1WENTY FOUR (24) FEET IF SINGLE ENiRANCE TO SIlE. �
� I UNDISiURBm GROUND 10 MIL
I � 1REE'S CENIRAL LEADER IS
� � _ ,_ _ _ ���POLYEiHYLENE N x � Z _ _ _ _ _ 4. LENGiH - NOT LESS iHAN FlFTY (50) FEET (IXCEPT ON A SINGLE RESIDENCE LOT WHERE A iHIRTY (30) SiRAIGHT/pLUMB & iRUE TO FORM; IF .
SHEETING � � FOOT MINIMUM LENGiH W'OULD APPLI�. CLUMP, (MUL71-SiEM) FORM IS SIRAIGHT, TOPSOIL, SEED 6 MIN MULCH Bm
EMBm FlLiER CLO1H � - - - - - -
MIN 6° INTO GROUND I 6" MIN DEPiH WELL BALANCED AND PROPORT10NAlE; AND MULCH FlLTER
�, ? SEASONAL HIGH 5. FlLiER FABRIC - IMLL BE PLACED OVER 1HE EN11RE AREA PRIOR TO PLACING OF STONE. �- FABRIC
TAMPED � z A(�REGAlE ALL � � 6' MIN BEST APPEARANCE SHALL BE SET AT
4" I j BACKFlLL � � AROUND GRO�A� EMBmMENT (TYP) � ANGLE OF HIGHEST VISIBWTY
EXCAVAiED iRENCH �� � 6. SURFACE WAiER - ALL SURFACE WAlER FLOWING OR DIVERiED TOWARD CONSIRUC110N ENTRANCES
`✓ WOOD STAKE (TYP) SHALL BE PIPED ACROSS iHE ENiRANCE. IF PIPING IS IMPRACi1CAL, A MOUNTABLE BERM WI1H 5:1
s�OP�s w�� BE P�tMI�D. I I=I I I=I I I=I I I= I I=I I
SECTION - �� ���-���-��� ���
NOTES: I I I,;,I I I I I I I I I I I I
NOTEs: TYPICAL SECTION 7. MAINIENANCE - 1HE ENIRANCE SHALL BE MAINTAINED IN A CONDIiION WHICH WILL PREVENT 1RAqCING
1. W'O V E N W I R E F E N C E T O B E F A S 1 E N E D S E C U R E L Y T O F E N C E P O S T S W I i H W I R E T 1 E S O R S T A P L E S. P O S T S OR FLOWING OF SmIMENT ONTO PUBLIC RIGHTS-OF-WAY. iHIS MAY REQUIRE PERIODIC TOP DRESSING MULCH FREE ZONE: 6" MIN -I I-I
SHALL BE SiEEL '1' OR 'U" TYPE OR HARDVYOOD. WIiH ADDIiIONAL STONE AS CONDI110NS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES 3"-4" SAUCER WI1H COMPACiED � RADIUS FOR SHRUBS AND 8" III III- SUBGRADE TO BE
1. CONTAINMENT MUST BE S1RUCIURALLY SOUND, LEAK FREE AND CONTAIN ALL LJQUID WASiES. USED TO iRAP SmIMENT. ALL SmIMENT SPILLED, DROPPm, WASHED OR iRACKED ONTO PUBLJC RIM: DIAMEiER OF SAUCER MIN RADIUS FOR 1REES/CLUMPS -� � DECOMPACIED
2. FlLiER CLOiH TO BE FASiENm SECURELY TO VYOVEN IMRE FENCE WIiH iIES SPACED EVERY 24' AT RIGHTS-OF-WAY MUST BE REMOVED IMMEDIAlELY. AROUND PLANT SHALL BE 3X I I I I -
2 CONTAINMENT DEVICES MUST BE OF SUFFlqENT QUANIITY OR VOLUME TO COMPLEiELY CONTAIN iHE LIQUID WAS1E DIAMEiER OF ROOT BALL OR 3° DEEP MULCH LAYER OF -� � - LANDSCAPE EDGING
TOP AND MID SECTION. FENCE SHALL BE W'OVEN WIRE, 6" MAX. MESH OPENING. GENERAiED. 8. WASHING - NMEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENIRANCE ONTO PUBLJC CONTAINER SHREDDED WOOD BEYOND I I I I I I=
RIGHTS-OF-WAY. NMEN WASHING IS REQUIRm, IT SHALL BE DONE ON AN AREA STABWZED WI1H STONE MULCH FREE ZONE
3. WHEN 1W0 SEC110NS OF FlLiER CLO1H ADJOIN EACH O1HER iHEY SHALL BE OVERLAPPED BY 6" AND 3. WASHOUT MUST BE CLEANm OR NEW FAqlJ11ES CONSiRUCiED AND READY TO USE ONCE WASHOUT IS 75% FULL AND WHICH DRAINS INTO AN APPROVED SEDIMENT iRAPPING DEVICE. M U LC H B E D
FOLDm.
4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCA710N EASILY A(:CESSIBLE BY CONCREiE 1RUqCS. 9. PERIODIC INSPEC110N AND NEEDm MAINIENANCE SHALL BE PROVIDED AFTER EACH RAIN. PLANi1NG SOIL (AMENDED 9 SCALE: NTS
4. MAINiENANCE SHALL BE PERFORMED AS NEmED AND MAiERIALS REMOVED WHEN "BULGES' DEVELOP TOPSOIL) (SEE SPECS.)
IN 1HE SILT FENCE. 5. ONE OR MORE AREAS MAY BE INSTALLED ON iHE CONSiRUCiION SIiE AND MAY BE RELOCAiED AS CONSiRUCiION
PROGRESSES. STABILIZED CONSTRUCTION ENTRANCE
5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT IXC� 1/4 ACRE PER
100 FEET OF FENCE. 6. AT LEAST WEEKLY REMOVE A(xUMULA710N OF SAND AND AGGREGAiE AND DISPOSE OF PROPERLY. 6 SCALE: NTS PLANi1NG PIT DIAMEiER
6. SILT FENCE SHALL BE USm WHERE EROSION COULD OCCUR IN 1HE FORM OF SHEET EROSION. CONCRETE WASHOUT AREA 2X MIN. ROOT BALL DIAMEiER
7. SILT FENCE SHALL NOT BE USm WHEN A CONCEN1RAilON OF WAlER IS FLOWING TO iHE BARRIER. 4 SCALE: NTS T RE E P LAN T I N G
$ SCALE: N.T.S.
SILT FENCE INSTALLATION
1 SCALE: NTS
1' REBAR FOR BA DUMP SiRAP
REMOVAL FROM INLET
SILT FENCE 2
�� �SE OR
� �, �, DUMP SiRAP NOTES:
�, �, �, �, �, , 1. FlL1ER FABRIC SHALL HAVE AN EOS OF
/ SILTSACKO 40-85.
\ � .� � � .� j
2 CUT FABRIC FROM CONi1NU0US ROLL TO
� \ \ � � � � � j � NED�BRACES AS �EDED OVERLAP TO 1HE NEXT STAKE.
� �
3. STAKE MAiERIALS WILL BE STANDARD
\ - ------ - - ------ - � IVI 3617 SILT FENCE OR APPROVED
\ / 2°x4' WOOD OR EQUIVALENT, WIiH A �
�i EQUIVALENT 2'X4' FRAME MINIMUM LENGIH OF 3 FEET. �
����� _ _______ _ _______ ��cN,� S ECTI ON FABRICD CREST OF 4. SPACE STAKES EVENLY AROUND INLET 3
ENTRANCE 24' WIDE AND FEET APART AND DRIVE MINIMUM 18"
SHALL BE ON UPSLOPE DEEP. SPANS GREAiER 1HAN 3 FEET
2'X4' Nf00DEN STAKES MAY BE BRIDGm WITH iHE USE OF IMRE
HAY BALES OR SILT FENCE MESH BEHIND FABRIC FOR SUPPORT.
NOTES: 70-3/4"
2 EACH 5. FABRIC SHALL BE EMBEDDED 1 FOOT
1. AREA CHOSEN FOR STOCKPILJNG OPERA710NS SHALL BE DRY AND STABLE. STRAPS MINIMUM BELOW GROUND AND
IXPANSION RESiRAINT PLAN BACKFlLLED. IT SHALL BE SECURELY FRONT VIEW
2. MAXIMUM SLOPE OF STOqCPILE SHALL BE 2 HORIZ ON 1 VERT. � (1/4' NYLON ROPE, 2° FlLiER FABRIC FASiEN FASiENm TO iHE STAKES AND FRAME.
� ��� FLAT WASHERS) SECURELY TO STAKES � �
3. UPON COMPLEiION OF SOIL STOqCPWNG, EACH PILE SHALL BE SURROUNDm WIiH EIiHER SILT FENqNG 6. A 2 x4 W'OOD FRAME SHALL BE
OR HAY BALES, iHEN STABWZm WIiH VEGETAiION OR COVERm. BACKFlLL �P�� ��ND 1HE CREST OF 1HE
BAG DETAIL FABRIC FOR OVERFLOW STABILJTY. �
4" WOODEN STAKES �----------------------------------------------------------------� 7. MNUMUM DRAINAGE AREA IS 1 ACRE. �r,
TEMPORARY SOIL STOCKPILE No�s: IXISi1NG ;--------------------------------a . !
2 SCALE: NTS O PROPOSED � j �' 8. INLET PROiECiION SHALL REMAIN
1. PORE OPENING SHALL BE IN BEiWEEN 200 dc 700 GRADE �-------------------------------------------------1 IN-PLACE UN11L SIiE HAS BEEN
��• � j STABILIZm.
MULCH LAYER OF COMMON HAY OR 2 INLET FlLiER IS TYPICAL FOR ALL RECTANGULAR -`==����:r�-�=�-�"}=���";��;=="` Z
STRAW, 2 TONS PER ACRE AND SQUARE YARD INLET'S ONSIiE. EMBED FlL1ER CLOiH `"""" �"""' �
TEMPORARY OR PERMIWENT SEED, SEE MIN. 12' INTO GROUND ;o eLAd�llE.� SIDE VIEW
SPECIFlCATIONS OF PLANS FOR MIX
PARK BENCH
5 I N L ET F I LTE R SiRUiURE N 11 �A`E` ".T.s.
TOPSOIL• NATURAL FERTILE, AGRICULTURE SCALE: N.T.S.
SOIL CAPABLE OF SUSTAINING VIGOROUS
PLANT GROWfH. DEPTH AS PER
SPECIFlCATIONS OR PUWS
SECTION
NOTES:
1. TOPSOIL, SEED, MULCH AND FERi1LIZER DISIURBED SOIL AREAS 1HAT WILL BE LEFT EXPOSm
FOR 14 DAYS OR MORE. OUT-OF-PAVEMENT INLET FILTER (FABRIC DROP)
2 SOIL PH SHALL BE lESiED, LIME SHALL BE APPLIm TO BRING SOIL PH TO 6.5. 1 0 SCALE: NTS
3. FERIILIID2: COMERCIAL 5-10-5, 175 LBS PER ACRE.
TOPSOIL, SEED AND MULCH
3 SCALE: NTS
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O �
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-501 )
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
PROPERTY LINE, R.O.W., OR SANITARY SENIER PIPE (SEE
EASEMENT LIMIT 2" t PIPE PROJEC110N FlNISHED SURFACE GRADE
B� INTO MH TYP. B� (REFER TO PLANS) FORMm HOLE WIiH FLEXIBLE RUBBER
PLANS FOR INVERTS, DU1. AND
SQUARE CUT VISIBLE NON-SHRINK GRWT MORTAR LOCATION) � M � MANHOLE Wq��BLY CAST INTO
� 4-0 DUl MIN INSIDE FACE OF �� a
EXIST. AND/OR FlNISHED GRADE � SANffARY MANHOLE
��__ ________�____ � � - - - --� MIWHOLE OR AS a:� l SERIES 304 STAINLESS SiEEL
A I I A A I I A � � SPECIFlm ON BAND CLAMP dc SERIES 305
PLUMB 2"x4" LOCAiION � 1J � � MANHOLE FRAME TO BE SEf IN ___ / \ p�g OPENING TO BE FlLLED WIiH STAINLESS SiEEL ADJUSi1rIENT
PORTUWD CEMENT MORTAR. � I \ NON-SHRINK WAlERPR00F a �Eyy.
E
r MARKER AT END OF GRADE RINGS USED TO ADJUST �
p� �7�� COVER TO REQUIRm ELEVATION � GROUT AFTER PIPE IS
� Z 1 1 � 4" MIN 12" MAX OPENING SIZE FLAT CONCREiE i � INSTALLED
� � EQUAL TO COVER TOP COVER SHALL / 2't PROJEC110N
N�� FORM SPECIFlED BE SUBSi11UiED Q D INTO MH AT PIPE
„ PRECAST CONCRETE Z FOR iHE CONE � � � I SPRINGLINE I I I
�W� 2% MIN. GRADE (1/4 END CAP FOR �R�TM MIWHOLE CONE SECTION � O I I I
� PER F00� (SEE NOTE ��RE ��n� �� � � I
��i B� COMPACTED SELECT FlLL TO N CONDIiIONS
�o^ 2) C O N N E C 1 1 0 N g� BOTfOM OF PAVEMENT� REQUIRE. 1 SqN,T�D� � � TOP OF BASE SLAB Z I �� PIPE ENiERIN
�- 4 5' O N E W A Y I N V E R T M U L T I P L E I N V E R T SUBGRADE 6• � � F L E X I B L E C O N N E C i I O N � � � OR IXI11NG MANHO� �
POLYPROPYLENE - - - - - - - - - MIN � I CAST
� INSERIED OR "' I I I I
��`----� _ ALJGN 0.8 DEPIHS OF � INTO WALL
.-_._.-.__�.__��_---- - _ ,_.._._---;
�--------------.--=---� �___,------------.._�_.--....-- FORM SMOOIH CURVE INVERT IN MANHOLE 5iEPS
, .� _�_.___.._�.__.�.�i, DIFFERENCE SIZE SHAPES � /
--�--- ------..__�..-
----------------------------
� ---------------- � �
f 2 ROWS OF BUM �__ PRECAST
�r---Y-Y`-�-ry�� ��SEE NOiE 1 PIPE BmDING (TYP.) � ROPE AS PRIMARY CONCREiE BASE - - - - a - I
4-0 DIA MIN '�NT �� SECiION ° a FLEXIBLE PIPE JOINT �
� � � ' (�•) SEE DETAIL iHIS SHEET �
�____ ---.r � � a z
SEWER MAIN �___ __________--___,� �, OR AS SPEqFlED ON PLANS OR JOINT COUPLJNG
SECTION A-A � c � Q PRECAST CONCREfE APPLY BIlUMINOUS (PER TABLE) �
ao � MANHOLE RISER SEC110N �'
o � COAi1NG TO INSIDE I �
- - - - - - - AND OUTSIDE
Z� SURFACES PLAN - - - - - - - - � "A"DISTANCE PER TABLE
INVERT INVERT CHANNEL NOTES:
��� p�T AND BENCHWALLS FLEXIBLE
SEWER MAIN o� PRECAST CONCRETE CONNEC110N CONE DIMENSIONS 1. INVERT SHALL BE FlLLETED. F L EX I B L E J O I N T R E Q U I R E M E N T
3 STANDARD INVERT a SMOOTH DROP INVERT FILLET MANHOLE BASE SEC110N INSERIED OR CAST DIA. OPENING HEIGHT
45' BEND �l PROPERTY LJNE, R.O.W., OR � � INTO WALL 24• 24• OR 42• 2. RONFORCEMENT FOR FLEXIBLE JOINT TYPE "A" DISTANCE
MANHOLE COMPONENTS SEWER PIPE TYPE IN & OUT (FEET)
6" BUILDING SEWER EASEMENT LIMIT (TYP.) SLOPE TOP OF �2° � �� �~ SHALL BE DESIGNm BY A
LAIERAL (TYp.) OP110NAL lEE WHEN S7EEL iROWEL SMOOTH ALL PIPE B��WALL 2" PER ��� � � LICENSED NEW YORK STAlE DUCi1LE IRON STANDARD RUBBER GASKET PIPE �a MAX.
SPEqFlED OR ALLOWED BY CHANNEL AND BENCHWALL FOOT COMPI�TED CRUSHm STONE, z PROFESSIONAL ENqNEER PRIOR TO CONSIRUC110N. SHOP DRAWINGS SHALL JOINT ONLY
MIX OF N0. 1 AND 2 STONE � BE SUBMITTED FOR REVIEW. S1RUCIURE SHALL BE DESIGNED FOR HS20-44 STANDARD RUBBER GASKET PIPE �
ENGINEER SURFACES , I
� TO SPRING LINE OF HIGHEST � �, ' VEHICULAR LOADING PLUS 25X IMPACT. PVC 3 MAX.
PIPE � JOINT ONLY
�� � � �PROPERLY COMPACT 3. CONCREiE TO lEST 4000 P.SI. AT 28 DAYS IN CONFORMANCE WIiH A.ST.M. NOTE:
� STONE BENEAiH PIPE C-478.
SEWER LAiERALS SHALL BE iHE SAME MAlERIAL AS + ti___________________________ ___________� 1. RffERENCE MANHOLE DETAIL(S) FOR REQUIRm INVERT CHANNEL CONFlGURAiION.
4. BENCH SHALL BE BUILT FOR FLOW BEiWEEN INLET AND W1LET.
SEWER MAINS UNLESS OIHERWISE APPROVED BY iHE
ENqNE�t. INVERT � UNDISiURBm� 5. EACH MANHOLE IXiERIOR SHALL RECEIVE TW�O BIlUMINWS COATS.
w� SUBGRADE SECTION
SOLID CAST-IN-PLACE �� s. USE ONLY WET-CAST UNITS. DRY-CAST NOT ACCEPTABLE p I p E C O N N E CT I O N T O M AN H O L E F L EX I B L E
CONCRETE AIR ENiRAINm 4000 gqyyED HALF PIPE z�
45• w,r� PSI MIN MAY BE USm �o PRECAST CONCRETE MANHOLE 7 RUBBER BOOT CAST INTO MANHOLE WALL
NOTES:
ENLARGED 50% `5 SCALE: N.T.S. SCALE: N.T.S.
PLUMB 2"x4" LOCAiION
MARKER AT END OF LAlERAL 1. INLET AND OUiLET OF PIPES SHOWN ON PLAN VIEW OF BASE ARE NOT NECESSARILY
(1�•) TYPICAL OF ALL MANHOLES. REFER TO U1ILITY PLAN FOR INLET AND OUiLET ORIENTAiION. ANHOLE FRAME AND LID, s" w�TM 24" CLEAR
A A EXTEND TO GRADE USING PRECAST COVER, HEAVY DUTY H20 LOADING, MARKED
� � �
CONCRETE WATER 71GHT GRADE RINGS "GREASE TANK" (TYP)
' " SEP71C TANKS SHALL BE
„ TESTED WATER 11GHT MANHOLE
o� 45' BEND �D CAP FOR FUiURE 3
INVERT, CHANNEL AND BENCHWALLS FlNISHED GRADE i i _ i _ _ � _ _ _ i i i
� CONNECiION SCALE: N.T.S. 1 / I �
� - - � -� / , � � \ \ � - - T - - �- - -
` . , . ._ . : � � � T� / � � � � /� � � �
PLAN N .M , M .. � � /�. /� � I � �\ .� I I
• 4 0 PVC 6 0 PVC �
NOTES: 2�-0� "NEENAH" R-7506-E: • plpE 80 24" TAPERED SCH 80 '.: � -� T j�/��� � � �/��� + - �
FROM BUILDING HOLE AND PLUG P�PE TO MANHOLE I /
SQUARE SERIES FLOOR BOX FRAME � / � \ � I �' / � � \ I I
1. OPIIMUM ANGLE IS 45'. 1HE ENqNEER MAY CALL FOR OiHER ANGLES TO SUIT JOB CONDI110NS. CLASS "B' CONCRETE 13� AND LID. OR EQUAL � � I � � � � I � I.� � �I` I
`i 1/4"/FT. MIN. / / � � � / \ I \ I/
M M �E f _ _ � _ I J- _ _
2 iHE CONiRACTOR SHALL BE RESPONSIBLE FOR INSTAWNG iHE SEWER LATERAL AS CONFlGURED AT 1HE MINIMUM SLOPE � 6 X18 OPENING ' 1" STAINLESS STEEL � �// /� �\ \\I / �� �I\ \��I �
OR SiEEPER, AND FOR ESTABLJSHING iHE ELEVAiION AT 1HE POINT OF 1HE CONNECiION. IF EXISIING UillJilES OR 11 1/2 �i . . I
� SECURING STRAP 4 0 / \ � / / / �
NS ER�n�RES PREVENT INSTALLA710N IN 1HAT MANNER. 1HE ENqNEER SHALL BE CONSULIED PRIOR TO N GRASS SPACING (TYP.) �� /� I RISER /�� � RISER � �� /�
� � � NOTCHED PIPE / I/� � / \ I � ��I �
' . (T�.) - - - \ � � - � �
- -
. ,. .. , . . . . . ; . . . ,. . : � • � NOTES: INV OUT � \ \ �/ / I � � /�/ �
CLEAN-OUT W/ '
SCREW-IN PLUG � 6M �� N 1. MANHOLE COVERS TO BE H-20 LOADING. I `I. � � / I � � k I
STANDARD SEWER SERVICE CONNECTION PLAN 2. TANKS AS MANUFACTURED BY THE FORT MILLER � I � � I � �/ I �� � I � / I I
a ° ^ 6" COMPACTED SAND, OR APPROVED EQUAL \ � / � \
1 GRAVEL OR PEASTONE 3. MINIMUM OF 0.25' INVERT ELEVA710N - - -� - - + - � � � - - � - - � 7 + - - �-
SCALE: N.T.S. 45� �p• DIFFERENCE THROUGH EACH TANK. I I �.}' �/ � I � \\� �� I I
ELBOW � I � � ;� � � � � �� �� � � �
-i.
� 45' ELBOW L - - � - - � - - I - - - I - �- � - 1 - - � -
• 2000 CALLON TYPE II GREASE INTERCEPTOR - - i i i I i I i i i
o � c
� `�'� �i0 v SCALE: N.T.S. 2-�4 BAR X 6'-0" 1/8"X1"DEEP
PRECAST CONCREfE 4-0" DIA MIN
COMPACTED SELECT FlLL TO • CONTROL JOINT
MANHOLE RISER SEC110N � FLOW OW FLOW LONG 4 O.C. TYP.
OR AS SPECIFlm ON PLANS BOTfOM OF PAVEMENT
PRECAST CONCRETE SUBGRADE IN LINE AT BEND s" TMicK MiN. s,000Psi ONG 4AO.c.4nrP~
CONCRETE SLAB
MIWHOLE DOGHOUSE RISER - - - - - - - - - - SEAL ANNULAR SPACE �� �t4 BAR 12" EW AT
SECTION L BEiWEEN DOGHOUSE MIDHEIGHT OF SLAB
OPENING AND EXISIING PIPE NOTES: TOP OF SLAB FLUSH WHEN
PROVIDE ARCH OPENINGS ('DOGHOUSE" SAVYCUT AND REMOVE TOP WIiH NON-SHRINK WITHIN PAVEMENT, 2" REVEAL
OPENINGS) FOR IXISIING PIPE HALF OF PIPE HYDRAULJC CEMENT WHEN WITHIN LAWN. SEE GB-250 GREASE INTERCEPTOR
EXISIING PIPE TO „ 1• SEWER PIPE FlTTINGS TO BE ASilrl D-3033 OR D-3034 SDR-35. NOTE 5
REMAIN - �BED BASE 2 IN
• CONCRETE 4 S EW E R C L EAN O U T 8" THICK MIN. 5,OOOPSI (WENDY'SHEET D 4 aL ON
- - - - ? -
� CONCRETE SLAB FINISHED
� I I R �I I SCALE: N.T.S. GRADE
COMPACTED CRUSHm STONE, • ' 1 �� 1
MIX OF N0. 1 AND 2 STONE �., � !
TO SPRING LINE OF HIGHEST � ��; ;� ,� i
PIPE ; �- . '
�------------------------------------ --+---------------I J 3" CLR MIN. ITEM B-12 CRUSHED�
STONE
UNDISIURBED�
SUBGRADE 4000 PSI CAST-IN-PLACE CONCRETE NOTES: SECTION
SECTION BASE SiEEL REINFORqNG = �4 BARS
O 12�� O.C. EACH WAY 1. INSTALL PER MANUFACTURERS WRITTEN INSTRUC710NS.
2. CONCRETE SLAB-ON-GRADE SHALL BE AIR ENTRAINED WITH BROOM FlNISH.
3. FlNAL CONCRETE SLAB-ON-GRADE DIMENSIONS SHALL BE COORDINATED WITH THE APPROVED GREASE TRAP.
PRECAST CONCRETE SANITARY MANHOLE (DOGHOUSE) 4. IN LAWN AREAS, PROVIDE 3/4" CHAMFER AND 2" REVEAL ABOVE GRADE.
2 SCALE: N.T.S.
GREASE INTERCEPTOR CONCRETE SLAB
$ SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-502)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
EXTERIOR 5,-�• PAYMENT LIMITS - (SPECIFY WIDiH)
i—� BUILDING WALL 1. HIqiWAY PAVEMENT 9'
i EXTERIOR BUILDING WALL 2. HIGHWAY SUBBASE 9'
I DOWNSPOUT - REFER TO 3. TOPSOIL FERi1LIZER, AND S�ING 30' (EASEMENT AREAS
I I ARCHITECTURAL PLANS FOR ONLI�
i I QUANTITYCAl10N &
IN LAWN AREAS IN PAVED AREAS
i i 6" FERNCO COUPLING CONNECT TO LAWN RESTORA710N, SEE FlN SHED R F�ACN�SEE
�_HEADER W/ 6"x DETAIL X/X DETAIL X/X
� I FIN.GRADE - SEE TEE OR TEE WYE
F� I PLANS FOR SURFACE / / / / /
�-�W Z � ��\� \�\/\<
� �J v�''i J � �/�/,��/� ��
I �a DOWNSPOUT - REFER ��// /j
I ? I TO ARCHITECTURAL o� �_PVC SDR35 „ � �\�\\ //�\/��\/��\/�
I PLANS FOR EXACT p � HEADER PIPE(6 Y % � ��
I I LOCATION & 6 PVC OR 8 - REFER � �\ j\ / i
I QUANTITY 45' BEND TO SHEET C130), °a° ��,\ \��� '�'
I �I I LAID AT SLOPE � � �%� z
5'-0' PVC SDR35 SPECIFIED ON w ��/\� \��/
I `O I HEADER PIPE(6" p�,qNg � 1Rp�(�{ BAqCFlLI.,/� / �
I� I // / DEiECTABLE WARNING (SEE N
N I TO SHEETREFER PLAN SELECT FlLL (SEE �/ \�` NOiE 3) '�'
.
I I � C130), LAID AT
No� 2) //, � �
I SLOPE � � iRENCH BACKFlLL, '
I �__I �� SPECIFIED ON /� \�� SELECT FlLL (SEE
I // PLANS w � c� �// ��! NOiE 2)
� o � o
' "� '�' � � �/� �
6 PVC
90' BEND 6" PVC a °a° � �//
45' BEND � \/` UNDISiURBm MAiERIAL
SECTION � o+ j/ \��
PIPE BmDING AND PIPE ZONE
° \ ` �� BAqCFlLL, N0. 1 AND 2 STONE
BUILDING LEADER ROOF CONNECTION %%��%��'��%� '��%��/��
1 SCALE: N.T.S. 12" D 12"
NOTES: W=D+24"
1. D=OUTSIDE PIPE DIAMEiER.
CONCRETE COLLAR IN 2 ON-SIiE IXCAVAlED ii2ENCH MAiERIAL MAY BE USED FOR 1RENCH BACKFlLL IF MEEi1NG 1HE
CASTIRON COVER UNPAVED AREAS REQUIREMENTS OF SELECT FlLL MAlERIAL
MARKm 'WAiER" � FlNISHm GRADE IN
LANDSCAPED AREAS 3. PLACE DEiECTABLE WARNING TAPE 6' BELOW SUBBASE IN PAVED AREAS AND 12' BELOW FlNISHED
FlNISHm GRADE IN GRADE IN LAWN OR LANDSCAPING AREAS.
PAVED AREAS
4. 1RENCHING SHALL BE IMPLEMENIED IN ACCORDANCE WIiH O.S.H.A. STANDARDS.
� � io TOPSOIL 5. 1HE MINIMUM DEP1H TO TOP OF U1ILITY PIPE SHALL BE
I I
i � i 6' POTABLE WAiER: 5'-0"
i i SANITARY SENIER: 4'-0"
i i 7W0 (2) PIECE CAST IRON STORM SEWER: 2'-0"
.�. i i VAWE BOX
z i i 6. REFER TO SPECIFlCATION SECTION 310000 FOR TRENCH BACKFlLL, PIPE BmDING AND PIPE ZONE
� i i
. i i BACKFlLL GRADATION AND COMPI�TION REQUIREMENTS.
o ili
� � �
� � � M.�. RESIIJENT WEDGE GAiE P I P E T RE N C H AN D B E D D I N G
VAWE, SEE PLANS FOR 3
�, i �i SIZING SCALE: N.T.S.
i��' '��i
�u n�
----- � � ------
------ -� ,- ------
NOTES:
1. WAiER VALVES SHALL HAVE iHEIR INIERIOR AND IXiERIOR SURFACES FUSION EPDXY COAiED
CONFORMING TO AWWA C550-81. WAiER VALVES SHALL BE MECHANICAL JOINT, NON-RISING SiEM
RESWENT WEDGE GATE VALVES.
2. WAiER VALVES SHALL OPEN TO iHE LEFT (COUNiERCLOCKWISE) WI1H A 2-INCH OPERAi1NG NUT
AND HAVE STAINLESS SiEEL HARDWARE.
3. MINIMUM DISTANCE TO JOINTS, FlTTINGS, OR OiHER WET TAPS OR STOPS SHALL BE 3-FEET.
4. MAKE AND MODEL OF TAPPING SLEEVE, GAlE VALVE, AND VALVE BOX SHALL BE IN ACCORDANCE
WI1H PROJECT SPECIFlCA710NS. SEE SEC110N XX)0(X.
TYPICAL UNDERGROUND GATE VALVE
2 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-503)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
30' DIA HEAVY DUTY (H-20)
ROUND FRAME AND COVER 8' DIA. DOME GRAiE
GRASS dc PLANTS
MODEL R-1557 BY NEENAH FlNISHED SURFACE GRADE STORM SEWER PIPE (SEE HDPE YARD DRAIN TO 36"
FOUNDRY OR EQUAL(REFER TO (REF�2 TO PLANS) P�S FOR INVERTS, DV1. AND ROOF DRAINS CLEAN-OUT W/
PLANS FOR RIM ELEVATION) LOCATION) FlRST COUPLER TO SCREW-IN PLUG, SQUARE
BE 18' MIN FROM WALL OR OR EQUAL
NON-SHRINK GROUT MORTAR BE ENCASED IN FLOWABLE FlLL
PLANi1NG PLANTING SOIL: 13Y4"
- - - SOIL M
MANHOLE FRAME TO BE SEf IN �� �-- PH RANGE 5.2 TO 7.00
POR1lAND CEMENT MORTAR. - - - /� �� STORM SEWER DRALIN^A R �o ORGANIC MATTER 1.5 TO 4.0% � � � �
GRADE RINGS USED TO ADJUST / TO IXfEND INTO MAGNESIUM 35 LBS PER ACRE, MIN
COVER TO REQUIRED ELEVATION OPENING SIZE EQUAL PRECAST TOP SLAB , , � � MANHOLE, MAX PHOSPHORUS 75 LBS PER ACRE, MIN
TO GRATE OR COVER �� C-478) 5-0 DIA. MIN \ OF 2' N POTASSIUM 85 LBS PER ACRE, MIN
SPECIFlm STORM MANHOLE
OR AS SPECIFlm -'�-%'�. SOLUBLE SALTS < 500 PPM MAINTAIN FULL SUBBASE
. ON PUWS � :� �'`� � MEMBRANE PROTECTION r-------------- -� � CLAY 10 TO 25X THICKNESS UNDER
1 1/2 BUM ROPE AS � ; ________ ; I AND ROOT BARRIER i SILT 30 TO 55X CONCRETE
PRIMARY JOINT SEALER 1 ; �_���: � I STRUCTURAL SUPPORT _________________ � 6" DIA HDPE
_ SAND 35 TO 60X _
� CLEANOUT
� � 6� ��''�`"" � 8' OUILET TO ROOF EXTENSION 4" OVERLAP
UNDERDRIUN CONNEC110N (WHEN MIN � CORED OR FORMm DRAIN �_
AND WHERE SHOWN ON PUWS) . /
� PRECAST CONCREfE RISER �� � WIIHNINONFlSHRINK � � '
COMPACTED SELECT FlLL TO MIN ��__� � GROUT. I I
BOTfOM OF PAVEMINf� � � (� C-478)
suecw�E s-o DIA MIN . GREEN ROOF SECTION � � � �
OR AS SPECIFlm ON PLANS CORm OR FORMED OPENING 30 DIA HEAVY DUTY (H-20) 1 SCALE: N.T.S. I I I I
POLYPROPYLENE FlLLED WIiH NON-SHRINK PLAN ROUND FRAME AND (X�IER I I (2) �3
BARS
MODEL R-1557 B1f NEEWW DOWNSPOUT � I � 3 CLEAR
MIWHOLE STEPS GROUT. APPLY WAiERPR00FlNG � � i „
- - - - - - - - - - INSIDE AND OUT OVER FOUNDRY OR EQUAL(REFER TO � I
PRECAST CONCREfE MANHOLE GROUlED OPENING. EXiEND PUWS FOR RIM ELEVATION) HDPE HEADER - ----J �TM��
(ASTM C-478) WAiER PROOFlNG 12 INCHES NOTES:
BEYOND CORE. PIPE OR PLAN
„ i - 1. ALL PRECAST CONSIRUC110N IN ACCORDANCE W/ASilrl C478. CHAMBER
i 12 ���� 8" DIA. DOME GRAlE
MIN 2. MANHOLE SHALL BE PRECAST CONCREiE DESIGNED FOR H-20 VEHICULAR LOADING. HDPE YARD DRAIN W/ TO
� �� ROOF DRAINS INSPECTION PORT DETAIL
���� 3. FRAME AND COVER SHALL BE DESIGNm FOR H-20 VEHICULAR LOADING. 3 SCALE: N.T.S.
\ �
� �
N � BENEAiH PIPE 4. CONCREiE MANHOLE LJD CLEAR OPENING DIMENSION MUST MATCH FRAME AND COVER I I I �
� �, PROPERLY COMPACT STONE CLEAR OPENING DIMENSION. PLANTING SOIL:
COMPI�TED CRUSHm STONE, PONDING LAYER
MIX OF N0. 1 AND 2 STONE °O � 5. SiRUCiURES HAVING A DEPiH GREAlER iHAN 48" FROM FlNISHED SURFACE TO 1HE PH RANGE 5.2 TO 7.00
FLOOR OF 1HE CONCREiE BASE SHALL BE PROVIDm WIiH S1EPS. ORGANIC MATTER 1.5 TO 4.0%
TO SPRING LINE OF HIGHEST • MAGNESIUM 35 LBS PER ACRE, MIN
PIPE � � 6. BAqCFlLL USING SELECT BAqCFlLL, COMPACIED IN 6' LIFTS. GROWING DEPiH � PHOSPHORUS 75 LBS PER ACRE, MIN
POTASSIUM 85 LBS PER ACRE, MIN
SOLUBLE SALTS < 500 PPM
7. SUMPS SHALL BE 12'. GRAVEL DRIUNAGE (XqY 10 TO 25%
UNDISIURBED� �E� � SILT 30 TO 55%
SUBGRADE 8. E(:CENiRIC CONE TOP CAN BE USm FOR MANHOLES DEPiH GREAiER iHAT 7 FEET. SAND 35 TO 60%
SECTION
6" PERFORAlED PIPE OU7LET PIPE, R R TO
PLANS FOR SIZE AND
STORM SEWER MANHOLE P��M MAIN STORM SLOPE
6 scn�: N.T.s. STORMWATER PLANTER
2 SCALE: N.T.S. DMH1
SEE DETAIL 1/C502
TF:302.00
� � INV IN:292.98
i�i INV OUT:292.98
i
i i
6" INSPECTION 6"DIA. HDPE � �
PORT. SEE
CONCRETE DETAIL 3/C504
PAVEMENT/SURFACE 59'-0" SYSTEM INSPECTION REQUIREMENTS:
GRADE 57"-0"
COVER ENTIRE ISOLATOR ROW WITH 3/4 - 2 INCH WASHED CRUSHED 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS
GEOTEXTILE FABRIC FOR . ANGULAR STONE AROUND AND ABOVE 12^ 12„ PRIOR TO REQUIRED INSPECTIONS. INSPECTIONS
COMPACTED STRUCTURAL FILL IN 12
SEPARATION/STABILIZATION (8' WIDE LIFTS(MAX), TOTAL DEPTH AS NEEDED CHAMBERS INSTALLED LOOSE (TYP) i SHALL BE PERFORMED BY THE ENGINEER AS
STRIP) SPEC SECTION 334914 TO TO OBTAIN GRADE REQUIRED FOR
� FOLLOWS:
GRADE VARIES ACROSS SYSTEM UB-BASE FINISHED GRADE. VARIES SEE C150 i A. SUBGRADE INSPECTION:
a i • THIS INSPECTION SHALL BE PERFORMED
��, � Q i 12" DIA. SYSTEM AREA HAS BEE EXCAVATED TO
�,� /,, � „ �CORRUGATED PE TME PROPOSED BOTTOM OF STONE
'����` EL. 296.00 � = 12" 6 i MANIFOLD
!�� l -- - - �- -- -- - -- -- - - - -- -- - -- -- - - - -- -- - - - - - - - - - - - � N- c� `O CORRUGATED PE ----- � ELEVAl10N.
I � �. „ I I � , z °' CORRUGATED PE a0 i • GENERAL SYSTEM LOCAl10N, DEPTH AND
INLET 6 FEEDER � � �c- CONFIGURATION WILL BE CONFlRMED
'.%' `� -_ , I N V = 292.98 I i -- ---------- i EL. 295.50 � ----- �
� � � • FALLING HEAD PERMEABILITY TESTS WILL
i / � '•
%
� /- � � I N i BE PERFORMED AT THE SYSTEM SUBGRADE
CONTECH C-40 i � �� � � ' W ELEVATION AS PART OF THE SITE SPECIAL
NON-WOVEN � �-� ,-� �= �"� �-� � ✓i%." i„� > Oa ----- � INSPECTIONS.
GEOTEXTILE � O ,' � O O ,' �� O � �� O ,' �� O �� ' • .
' � � � � i i ' � i M °� ----- - ---- M "� � „ B. FINAL INSPECTION.
i `� �� 5..6" �� % I ! �� % ' --�- --� � '� 6 DIA.
' ' ' I I ' --� � o N i CORRUGATED PE
� � i� � � EL 292.98 M a0 � FEADER, TYP. NOTES•
�_ -- _- - - __ -- -- --- - -- --- - - -- -- --- - - --- - - --- -- - -- -- --- !
-----
� - - -;�-� � - - - - - - - - - - � � 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS
r�, ��`� � � ; = z DMH2 i AND AROUND PERIMETER SHALL FOLLOW
;% �c
i \i ;! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i i � � SEE DETAIL 1/C502 � INSTRUCTIONS AS INDICATED IN THE MOST�
EL. 292.00 TF:297.90 a i CURRENT VERSION OF THE MANUFACTURER S
i INV IN:292.98 g• O- _____ i CONSTRUCTION GUIDE. BASIS OF DESIGN IS
i INV OUT:292.88 CORRUGATED PE i CHAMBERMAXX 2016 (WWW.CONTECHES.COM)
rtija FEADER, TYP. �
NON-WOVEN �t�' i 2. APPLY EROSION AND SEDIMENT CONTROL
GEOTEXTILE �2„ PLACE A MINIMUM OF 12.5' GEOTEXTILE i MEASURES TO PROTECT THE STORM WATER
TYP 57" O.C. FABRIC OVER FOUNDATION STONE FOR �__ � i SYSTEM DURING ALL PHASES OF SITE
SEPARATION/STABILIZATION AND SCOUR CONSTRUCTION.
PROTECTION AT ALL CHAMBER ROW
INLET UNITS SPEC SECTION 334914 3. PLACE A MINIMUM OF 15' GEOTEXTILE FABRIC
N0. 2 WASHED CRUSHED STONE. 6" INSPECTION OVER FOUNDATION STONE FOR
NOTE: REFER TO " CONSTRUCTION GUIDE FOR ALL PROCEDURES PLATE COMPACT OR ROLL TO ACHIEVE N PORT, SEE SEPARATION/STABILIZATION AND SCOUR
INVOLVING CONTECH INSTALLATION OF THE CHAMBERMAXX UNITS A 959b STANDARD PROCTOR DENSITY. � DETAIL 7/C502 PROTECTION AT ALL CHAMBER INLET ROWS.
(WWW.CON TECH ES.COM.)
SUBSURFACE STORMWATER SYSTEM - SECTION C SUBSURFACE STORMWATER SYSTEM - PLAN
4 SCALE: N.T.S. `� SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE • • MJ PROJ. No.:987.04
„ � � Engineering and DETAILS �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t OR LANDSCAPE ARCH ITECT FOR A L a n d S u ry eyi n g� P.C.
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-504)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
2�_6�� CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1009 OR EQUAL,
TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS FINISHED GRADE
CLEAR OP'NING SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED �
SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF �\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//�
FINISHED GRADE (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF E 2'-0" DIA.3 � \/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \/\\
'•.'o . o • o:.g8:::` ' "nx:':'<::: ' FINISHED GRADE CLEAR OP'NING PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) / \
�` ° F.::o°o °: �:�`:°°.� PAVEMENT AND FLUSH TO 1/4" BELOW F.G.)
o.;..:. :,:.. om.;.:,.o._..�... o:. ::: .
o '"�bo°ob gS�o�o°.� (3� °o� ,: 'o.. ..o. ,::•,ae:;:. oo.o 0 oa a o
" � � � o,? Ro� o . >oe.` PRECAST GRADE RINGS 6 MIN. TO 20" MAX.
� ��� PRECAST CONCRETE GRADE RINGS �� °a"�D � 'o BRICK SHIMS NOT PERMITTED
�.. ...:., �..� O . r. o a+� 4� p -cgcb0 g b� � � � �
. 0�0� ' . cb� o. 9 � o°N.o�p'b�.0 �...Ap°. „ � � Z
* AS REQ�D TO ADJUST CONE .�. �� ° °" _ ' � •�0 0 • O ..
8. �o x 8' � 6'�(MIN.) TO 20"(MAX.) °oti '�X p ` �o �
U�E�IP ECAST UNI�S EXTENSION(S) \�/\ N � //////// \ \ �j// NO CONCRETE BRICK SHIM COURSES CovER /�//� ,�e. N� $� � � ..,� o
\��/\��j. ° \�j\�j/\\/yi��//�j�', ��\��` ; a� n FOR SANITARY MANHOLE, JOINTS BUTYL � FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES)
� � /�% ��\�\ j�//•'- 4'-0" I.D. MIN. � SEALED - INDUSTRY STD. OR A.O.B.E.
Z \"\/�\\ \\�%\�%��%\�%\�%\�/\
/�// /\�j��/\�j\�j\�i %�/o. .� �
/ / �/ / / . X \ ; , CIRCUMFERENTIAL REINFORCEMENT
� \\/\\j. '. �\/\\�\\�\\/\\�\\ a j\/� 12" O.C. �
ECCENTRIC /�/� v / /�/�/�/ g /\/": " � 0.12 sq. in. PER LIN. FT. MIN.
CONE o v'��/ ����\�\\�\\�\\ BASE �\�j/ • 5,�
I �\\��\\� ° � �'��������� SECTION � �\��- - FOR SANITARY MANHOLE, BOOT TYPE
SECTION PRECAST CONCRETE SECTIONS - � %�� e z•+�-PER FLEXIBLE MEMBRANE SLEEVE FOR
`� �� �%�������� 4,000 p.s.i. AT 28 DAYS, AIR- � j�j/�s F_aN
\��� �/j�/��//i ENTRAINED / / - �. PIPE TO MEET ASTM SPEC. NO.C-923
REINFORCED PLASTIC NON-SLIP /�\\�/� / �'�'� � // '' . 4000 PSI CONCRETE BENCHWALL FOR
\ �� �������� �\��" s � SANITARY MANHOLE AND STORM MANHOLE
STEPS PER NYSDOT 725-02.01 yj� �� � FOR SANITARY MANHOLE, JOINTS REINFORCED PLASTIC NON-SLIP- %��/ ' ., � a - ao z
\��"\� � ° . �\��\ BUTYL SEALED - INDUSTRY STD. STEPS PER NYSDOT 725-02.01 �\�� A.O.B.E. (SEE DETAIL SA-4.) � �
o �\��\ • 12" O.C. ��/�\ OR A.O.B.E. �%��/ . .e ': .. ... ... `' � p. SIZE AND LOCATION OF PIPES
j�\ /���i"� .�\ _ WATER LINE
pr //� �y\ _ /�/ � �;. x. AS SPECIFIED
RISER w \�j\�j\ .° � ° ����� FOR SANITARY MANHOLE, BOOT TYPE oo �/�\�/ -�
� �\��5" � � 5"� FLEXIBLE MEMBRANE SLEEVE FOR �i�� o 0.4 0.� PRECAST CONCRETE BASE UNIT -
SECTION / � ' °°O� o00 0 `; � � � 8 4,000 s.i. AT 28 DAYS, AIR- SANITARY SEWER (GRAVITY OR FORCEMAIN)
N ,/�\�/� PIPE TO MEET ASTM SPEC. NO.C-923 • �Q ° � o � ENTRAINED
a \� n 4'-0" I.D. MIN. � . o o:° �d� o0 00�o
�y/ / (SHOP DRAWINGS REQ'D) �000`�� .. � ° °`a °� OR STORM SEWER
�\��\� ' %/,o ° (��0�o8�.�aQo:�: .`S�� 08�-"0:0'.
��\��/\����.� �Z�.P��°T F..��:,.�. C�IR�US FERENPERLLRN INF ORM NMENT ��i\//��j//�j//j//j/\���j/�j/\�/�j�j/�j//���� NOMINAL S ZEH OR GRADATION1 A.�0.6 E. SEE NOTES SEE NOTES
/\�//\�j/ ;�.,:,�. .., .:'n'•;:..;.: . q.
' .' 'r':':'' � �
� ��/�� �y ' !- ,�'�', , 4000 PSI CONCRETE BENCHWALL FOR NOTES: UNDISTURBED SUBGRADE OR ADDITIONAL
���� � ` �' '"' '' 00 '' "' �'^:' � FOUNDATION STONE A.O.B.E.
O �\\��� � '`,`':V:':.' .�- � ``� ��••:':. SANITARY MANHOLE AND STORM MANHOLE 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER.
: . :. :.-::. . . ...:,:. N O TE S:
�,� �\�/� • �..:< ;..� .;:�..;,,:. ..` :�"=,�: , : : A.O.B.E. (SEE DETAIL SA-4) 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO
�// /� , � `�• �"�w': �.:` :':.'„� •��:;��::-�:. , HS20-44 WHEEL LOADING RE4UIREMENTS. (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS")
� , �`��'' ��`� �4 �� ���� �'�" '° "`-'� \ \ SIZE AND LOCATION OF PIPES
BOTTOM �j// �:: ;::.' ;:.::,:.>v::.'° . ,:::: ;_::,":.: �:':..:: ////i��
�\��\�� . ' ' .. �\/�\j�\/ AS SPECIFIED WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
SECTION � �//\\/\ ,.. , � , . , . � . , \��/\��/\���\� PRECAST CONCRETE MANHOLE UNDER 5FT DEEP TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN
//�y// �//�/, \ 8"-12" CRUSHED STONE - #1 OR #2 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,
,� //�//\�p�'oa` •:o�o>:o;oo;:o'.Qg,. o�.:' o: � 8::':'::o'. � �/�y/\�� NOMINAL SIZE OR GRADATION A.O.B.E. 4 SC�: N� OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
���������� ":� � ° °�� ;� � °a \��\�%��� PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED
��i ���i��i��i��i��i��i c�o�A°e: >.�Q,: o....00 0 9°$0:°/ /
//if/ //////////�/ o o: : � i/ /� UNDISTURBED SUBGRADE OR ADDITIONAL
y\��\/T\l�\/T\/�\/T� o°0000:�o:oo:�::��° !�g °�° o`�oO�oo�'o:���� �`���" EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.
��/j�� ,/�� ,�/�� , �oo. st o'� �o.-�:oo.�oe.. o ,/�//,�/ FOUNDATION STONE A.O.B.E.
NOTES: \/�\\/��\/��\/�\/\\/\\/\\/\\/�\/�\,�\/�\ , EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR
TAPPING SADDLE CONNECTION EASEMENT LIMIT
1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. To BE APPRovED BY D.P.w. 45' oR 30' BEND As REQ'D 7 UTILITY SEPARATIONS: PARALLEL AND CROSSING
2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO NEW SEWER MAIN CONSTRUCTION: 2"x 4" x 24" PRESSURE TREATED
HS20-44 WHEEL LOADING REQUIREMENTS. 45' OR 60' WYE OR TEE/WYE 3 SET PLUMB AT END OF LATERAL
TO BE APPROVED BY D.P.W.
� I FLAGGED WITH FLOURESCENT COLORED '
,� PRECAST CONCRETE MANHOLE 5FT DEEP AND OVER ' SURVEY RIBBON FOR EASY IDENTIFICATION IF A BUILDING TRAP IS REQUIRED:
SCALE: NTS SEWER MAIN � BUILDING SEWER LATERAL COVEREO PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.)
LATERAL ON PRIVATE PROPERTY -
6" MIN. SDR 35 PVC MIN. SCH. 40 PVC 4" CLEANOUT PLUG
2"t PIPE PROJECTIO �
B � �INTO MH �TYP� � CITY PROPERTY PRIVATE PROPERTY 4"(MIN.)
3"(MIN.)
PIPE WASH 2"f PER FOOT PLAN FINAL GRADE W W ` W � � 2'(MAX.) 4'(MAX.)
3"f � � IF NO INSIDE CLEANOUT: (PLUS BACKWATER VALVE)
� N FINISHED GRADE REVEAL 4" WITH RISER TO GRADE 4" CLEANOUT PLUG S
A 3 A 3 A CHANNEL DEP1
0.8 PIPE I.D. ONN TI N
� �� � �� � . . , � _
�• • � �:.: :. : ..� w TO PUBLIC SEWER
..::. ::: ,,. + .. , .
"• � '> .•:: ' . " ' INVERT Z SLOPE: 2% MIN. (1/4" PER FOOT) TO 10%' MAX. . �2� (1/4 INCH/FT) BUILDING DRAIN
• 'A. :�.���. � \:•
= 45' OR 30' BEND - � 2"x 4"x 24' P.T. STAKE (MIN. SLOPE)
= 3 AS REQ'D o
a � SAWED HALF CONCRETE BENCHWAI a �-.. .
3 B ... ...,;.::..,:.......;:.,:::.;::;�.:........... :.:.•.:-. PIPE DDING AS REQ D � EE DETAIL SA- ) .
S 3
BE , IF REQUIRED• IF REQUIRED (SEE NOTE):
PIPE 4,000 SI MIN � � � ` APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP,
FORM SMOOTH CURVE P ?' i.i': ' ° ' , ' � UNDISTURBED SUB-GRADE COMBINATION "Y" AND 1 8 BEND WITH CLEANOUT OR RUNNING TRAP
, ...:..: .
�
SECTION B-B �\ � � + � 45" ; � � � � � FOUNDATION WALL
_ I �\ ' ;o o:��:': �'��� � / //
B r ��- � � ` \ APPROVED SLEEVE THROUGH
\ ''' _ •' \`/\ � � FOUNDATION WALL w q BAS�EMENT FLOOR
ONE-WAY INVERT MULTIPLE INVERT � � � � 5'
PLAN �' � �
' SECTION o FOOTING
FORM SMOOTH NOTES:
N. I.5. �� ^. <.. . e
ALIGN 0.8 DEPTHS CURVE 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 6" BUILDING SEWER(TYP.) � � 4" BUILDING DRAIN(TYP.)
OF DIFFERENT SIZE 1/2" PER FOOT (MIN.)
PIPES PITCH ACROSS MH INVERT IN 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14.
;;."',;.',�; 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING
;"; ;'„.'; 0.10'(MIN.) TO 2'-6"(MAX., 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS.
0.8 I.D. 0.8 I. � �� ::":::'?::'�::�::•�:
.. ,:
�r INVERT OUT CODE FOR ADDITIONAL INFORMATION.
.�...� � *.
. .. . . . . . 5
SANITARY SEWER SERVICE
STANDARD INVERT SMOOTH DROP INVERT FILLET SCALE NTS
SECTION A-A BUILDING DRAIN LAYOUT
BENCHWALL AND CHANNEL FOR SANITARY MANHOLE $ �A`�: "'�
2 SCALE: NTS
OPPOSITE CURB LINE AS OPPOSITE CURB LINE AS
PER UTILITY LAYOUT PER UTILITY LAYOUT TREE BELT
DETAIL SS-14 OR DETAIL SS-14 OR
SAWCUT LINE - SEE DETAIL SS-6 4' MIN. 4' MIN. FINISHED GRADE
SEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQ'MTS SEE NOTE
12„ � OR SHEETING A.O.B.E. CURB SIDEWALK
ORIGINAL ASPHALT
WEARING COURSE(S) IN PVMT IN TURF O O ROADWAY a ., \.^.: � :.�
4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
PAVEMENT BASE COURSE 6� ��,b oo ' / �
STRUCTURAL (SEE NOTE 3 �:�a . MECHANICAL - j
) o BORROW: WELL GRADED INORGANIC 0. . , � ��� � ' ' ���������� � " ��
SECTION SUBBASE COURSE 12� GRANULAR SOILS AND/OR ROCK, JOINT TEE MECHANICAL JOINT
A.O.B.E. (SEE NOTE 4) MAX. 1-1/2" SIZE, NOT MORE THAN '
z ::- 3 20� BY WEIGHT PASSING #200 GATE VALVE (TYP.) CURB BOX
SIEVE.OR NATIVE MATERIAL, A.O.B.E. SEE DETAIL W-1 FOR SPECIFICATIONS
ORIGINAL SUBBASE COURSE Z . � MUELLER 5'6" t MODEL H-10314 (IN TURF)
F , (USE VIBRATORY COMPACTOR WITH 12" LIFTS) Z MODEL H-10334 IN CONCRETE WALK
W ' JOINT RESTRAINT (SEE NOTE 2) OPPOSITE CURB LINE AS � Z (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) )
W . - _ PIPE ZONE BACKFILL - GRADATION SHALL BE: PER UTILITY LAYOUT �
�'..� .'� N�.:..',:''� N
••WELL GRADED SAND WITH 3/4" MAX. PARTICLE
OUTSIDE CROWN a o
;`,.�� `: :.� � SIZE AND NOT MORE THAN 10� PASSING #200 DETAIL SS-14 OR 4' MIN. I "
= ' < � SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) � �
PIPE SPRINGLINE ��� , ;: CORPORATION STOP WITH I CURB STOP
��'ii o i��i�%� w PIPE ZONE BEDDING - FOUNDATION STONE COMPRESSION FITTING � MUELLER ORISEAL MODEL H-15209 COMPRESSION
jji/!/ °� ��iiiii �
BOTTOM O.D. � ��;i�� a TO CONFORM TO N.Y.S. DOT. STANDARD o MUELLER H-15008
'�'��''�'��°�'''�� ' SPEC. 703-02 COARSE AGGREGATE � MODEL H-15219 (W/ DRAIN)
(SEE NOTE 2) 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
I.D. + 3' MAX. UNDISTURBED SUBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E. NOTES: TEMPORARY CAP OR PLUG
1. MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO (2) (AS NECESSARY)
NOTES: HYDRANTS AT ANY GIVEN TIME.
3/4" MIN. SIZE TYPE K
1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. 2. JOINT RESTRAINT REQUIRED A.O.B.E. (TYP.). UPON PRIOR APPROVAL OF CITY ENGINEER, CONTRACTOR HAS 45° COPPER PIPE
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: OR SIZE AS REQUIRED
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 THE OPTION TO USE MEGALUG SERIES 1100 SD WEDGE-TYPE MECHANICAL JOINT RESTRAINT AS MANUFACTURED
2-1/2" 51EVE - PASS 100% BY WEIGHT BY EBAA IRON, INC. WATER MAIN
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3�4" OR 1" COPPER TUBING (TYPE K� ' � ,' SOLID CONC. BEARING BLOCK
1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4" SIEVE - PASS 60-75%
1/4" SIEVE - PASS 25-45� (SIZE AS REQUIRED) � ` ' ~' OR C.I. FOOT
S�ZE DETERMINATION #2: 100� PASSING 1-1/2" SIEVE, 90-100% PASSING #1�OSSIEVE - PASS 3012%% c ALTERNATE VALVE LAYOUT
1" SIEVE, 0-15� PASSING 1/2" SIEVE. v SCALE: NTS NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. IS PRESENT INSTALL CURB BOX AT PROPERTY LINE.
FIELD CONDITIONS.
PIPE TRENCH SECTION WATER SERVICE
3 scn�: NTs 9 sc�: NTs
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE � � C I TY O F SARATO GA MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCHITECT FOR A La n d S u ry eyi n g� P.C. D ETAI LS
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-505)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
;.::. BROOM FINISH PERPENDICULAR TO WALK NOTES:
NOTES: -:�:.r�;;;:�:::�:;_. BROOM FINISH PERPENDICULAR TO WALK
;:,;.:�?�;�^••,.i,..,.,.:,,,n,._�:_,, EXPANSION JOINT SPACING -
y;<�:;_;:l:�:<�`;;=;rv;�;s-i<;:=,;-ir;;�,;.;:;:,,. o . . ' � 6" CONCRETE - SEE CONCRETE 20'-25 O.C.
1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS-7 FOR 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: _ � 4" CONCRETE - SEE CONCRETE - - -
_ a c.. ,a: SPECIFICATIONS DWG. SS 7 CONTROL JOINT SPACING
,-,:=`z';:;:�-`ti�.�,k„;,,��:.�:'�`';.�':�t��;�>:�v';.,.z?,,;.ti,_
OTHER CONCRETE SPECIFICATIONS. Vt = LD (W + I.D.) - I.D. -�;`�-',��-���=`-:,•:���•�''.=�°� - -
. .. ,:.._,
�;.....�;:.
��"' SPECIFICATIONS - DWG. SS-7
.... ..
,.,�,..,::..,:,,;:.,.�:..<�.:...�� _ p�.a . .
,... .....,..._.:.�:.,,,.;:.:,,,
....:y.:::.. .. .. .,,��� _ - - ��.
_.�T`.;"> 'C. 4.'
:eE:i� _ - •':t' 't' _
8� -
�
R P 1 T 1 4"
O. C OSS SLO E 8" 0
;;;
- � �
X 6" N . 6 W V N WI R M H
6"
6" 0 6 0 E E ES
O ..
2. FOR RE UIRED BEARING AREA AND DIMENSIONS L AND D
WHERE: o
�
o •
Q
. 'O
- . . P R F T AX
Concrete
. o
E 00 M .SLOPE 1:50 TYP.
�
�';���:-�'��'+_ - �
_�,.. ,...._.,........,....
_.... -�:�-,:::.,.:�:;:�;:;�;�.i�:;;`;.'it?r�-:�
� ^t;�;1<j::':i��;:'�'r�;;,;�;>:, .
V = VOLUME IN CUBIC YARDS �_;is;:>'=�W:;�:`�:':-.:.,....•:.-:..:�:.:;:.:na::�:::•,±�-�:•_,-:.:�.... EXCEPT A.O.B.E.
SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN -
•.�
o TOWARDS STREET OR A.O.B.E.
= h - - .
L LENGTH OF BLOCK IN FEET Wire Mes
-:. :'`'.- '- ~� .
THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY - -
6" GRANULAR SUBBASE COURSE
A . P A TH TH F
;= _
- 6" X 6" N0. 6 6 W V N WIR M
M X SLO E LONG E LENG 0
- - - �
0 E E ESH
r R -
o ebar
D DEPTH OF BLOCK IN FEET .
- � � � �
YIEL A BEARING AR A E UAL TO OR LARG R THAN THAT -
- - NYS DOT SECT. 304 TYPE 2 O
D E E
Q
- .'.';;::i;�;;:;;,?_:.`�i�:�'ti';'
\ \ \ \ THE WALK SHOULD NOT EXCEED 1:12
- � � � �
W WIDTH OF BLOCK IN FEET ;..>::..._,:.:;
�'`�'::"= / / / / /
.,.M��:.?�.4qa;;n+:�y::���;�_:`a:,...
,'�..i.�: '. . •..'...':......� . ..,�,
:... �• .'.. .�.:. .w;:^l': .t.�. . . .
Heat Piping �"' ' '•' ::'. :•:': .': . �:::t,�i,;;';',:.:�:;�;,:,;�;F.;,>_;:,:�,�.�,,,,,,;,;;,,,,,;;,;,<;:;=''i: / / / /./ COMPACTED TO 95% STANDARD PROCTOR � � ` 8" GRANULAR SUBBASE COURSE
I.D. = INSIDE DIAMETER OF PIPE IN FEET . .. :•.. a • �,.. ;. ; ;;ay. � � Y \��\��\��\��\ �\ �\ �\ �\ CONSTRUCTION JOINT DETAILS TO BE
3. CONCRETE NOT TO OVERLAP ANY JOINT. t icall 3 - �'''"'��`="'��``�-'�?��'-'"t=i��.'�;:.•- :� \ \ \ \ � � � \
( YP Y _ - - /� /� //// // // // // // NYS DOT SECT. 304, TYPE 2 SUBMITTED AND APPROVED BY
.:�
SUBGRADE COMPACTED TO
- / / / /_
RE UIRED. wn in mi I
/ / / /
do dd e
Q � � � � �
7. R IR ARI AR A AR A N A WA I
. /
� � � �
COMPACTED TO 95% STANDARD PROCTOR
E U ED BE NG E S E B SED 0 LLO BLE SO L
Q
\ \ \ \ \ \ IT
i
\ \ C Y ENGINEER
\ \ \ \ \ \ \ \
/ / / / / / / /
of slab " i� /i/i/i/i,/i 90% STANDARD PROCTOR
T T F T ) � � � �
BEARING CAPACITY OF 2000 p.s.i. WI H A SAFE Y AC OR _ i \/\/\/\/ SIDEWALK WIDTH TO BE 5' MIN. OR
4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE � •~•ii \ \ \ \ \ SUBGRADE COMPACTED TO
WITH REMOVING OR INSTALLING ANY OF THE JOINTING OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' Ties ��''_.:��' '�p��..:.;'j j i /��/i�/��/��/i 90% STANDARD PROCTOR AS ORDERED BY CITY ENGINEER
a:....��.- '
HARDWARE. •:....:. ":�i
s. �N MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL � :�`.':;; `.� �.� �\��� TYPE 1 -TYPICAL PEDESTRIAN TRAFFIC LOADING TYPE 2 -VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, � ' '�
LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT � .��
WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL � ���� � " �� GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
AS REQUIRED BY THE ENGINEER. 1-1/2" to 2' \�� �
(Note: Check with typical �� i �� 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE.
insulation manufacturer / i�� // 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
to ensure insulation meets �� i��i� �� 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.
REQUIRED BEARING AREAS 8c DIMENSIONS FOR CONCRETE THRUST BLOCKS \� �
HIGH density compression strength) �� ,/�
� i� � GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
22-1�2° (1/16) 11-1�4° (1/32) \�� i� � � Edge 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PRO�ESSIONAL ENGINEER. PLANS MUST 8E APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS.
TEE 90° (1/4) BEND 45° �1�8� BEND BEND BEND Pol eth ene �� i�� Insulation 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8�(MIN.) FROM THE EDGE OF SHOULDER.
PIPE AREA AREA AREA AREA AREA Moist re Barrier B�sed on \� � 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS Design Compacted 6" typical
SIZE SQ. SQ. SQ. SQ. SQ. (typically 6 mil) Subase
INCHES FT. D x L FT, D x L FT, D x L FT, D x L FT, D x L (See Detail SS-8)
6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 �" typica� CONCRETE SIDEWALK
HIGH Density Insulation �
SCALE: NTS
8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 GENERAL DESIGN CRITERIA FOR CONSTRUCTING RADIANT HEAT IN SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
1) LAYOUT AND DESIGN IS THE RESPONSIBILITY OF THE PROPERTY OWNER. TUBING SHALL BE LOCATED TO AVOID ICE FORMATION
10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 FROM MELTING SNOW IN ALL PEDESTRIAN ACCESSIBLE AREAS.
2.) PROPERTY OWNER IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND REPAIR OF RADIANT HEATING SYSTEM.
12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 3.) PROPERTY OWNER SHALL PROVIDE PLANS FOR REVIEW BY THE CITY DPS AND DPW PRIOR TO INSTALLATION. FINAL DESIGN SHALL
PROVIDE CLEAR ZONE FOR FUTURE TRAFFIC SIGN INSTALLATIONS.
� '` TYPICAL RADIANT HEAT IN SIDEWALK DETAIL EX4A WIDE xo EP HT OF�ALKK
�< \� ' THRUST BLOCK FABRIC FABRIC � , ��'� ' WATER MAIN FIBRE EXPANSION JOINT FILLER 6" TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH
��\ � .,
��,,�, SLAB ON GRADE APPLICATION
� (OR SEWER 4 AT CURB JOINTS,
/y/::.,: GRADE � �/� / • FORCE MAIN) $CALE: NTS EXTEND CONCRETE
`\�\ �/� � ���y��y��� �� ��� 1 4" BEVEL
�%,// �/�% CONCRETE TO 2'�-3" MAX. �
i � �i�\ - \\��� BELOW F.G. FINISH GRADE
THRUST
BLOCK SEE DETAIL SS-8 FOR
% ,� w -. � SIDEWALK REQUIREMENTS
a� . . : v:' .:.'� °:.
/� �� ���/ / ' ' /� o ��j�\ `j/� . a. a s: � ' s � s . .; ,.ti SEE DETAIL SS-5 FOR PAVEMENT
.,��\ \.` i�� /� � / < � p Q °v � , `:�`' 6,� REVEAL(MIN.)
. `:.� � � . •.:��;•:':;:'
�� \� ����j � �� �i"\����/ ,°O ° o�'g�o g� :�`' t;��;,�`;'." AND GRAVEL SUBASE REQUIREMENTS
/ ���,(��� 1��. - ,�oTN TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION �.: : � °`� �P"� o��.
� UNDISTURBED o °o ('� o o ~�' �
o .o'. .;o
SECTION A-A � so�� ° �°��' $ ° o
.. ::;;:: ;, a.d�. . o.o. . .
PLAN TYP. TacK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT 18�� �-^'� �`'•- � � ���
/ ` °d,p
` J °'` ° �� GRANITE CURB
��� ;",�':'::;`:....,�� ..., ,., o 0
:�i.'`�.,;�•�r.;:.:..`..':.�:•'�...�...�.
BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION -; , . ,. ::r $p�.;:$ o � °
��`' � •' o r•,; PG BINDER LIQUID ASPHALT GRADE SHALL BE PG-64-22 3 � ' ��: -� �"�r`' °
�o - • � O. ';.O. '. O � ) MIN. � Y... ;�:•�,'' ` °
� Q � b O ° \ e� ��V ~.,` .�...,:=, • CONTINUOUS CONCRETE
� � � �� � ;Q • :',a ° � SETTING BED - SEE CONCRETE
/ / � , � COMPACTED GRAVEL - �
Cb'.'' '� '"."..' .o 0
r �m � .�\\/ \ \�\'\�\'\�` SPECIFICATIONS - DWG. SS-7
� �� / . �� � .�j j�\�i/ o c�i� Q � . , � � ° NYSDOT TYPE 2 (SECT. 304) �i
��i` ` � '� ��q � �� ��/,�/�j i
` �� �\��\�� �i\ \� � �� �� '\�. �-.. COMPACTED TO 95% STANDARD PROCTOR. �
� Q SUBGRADE COMPACTED TO
\ : � ���\��\��� � .:�.�fJ:.\ .\Q,\ \:�.::: 90% PROCTOR
� / / / / / / / PAVEMENT TOP BINDER GRAVEL ESAL
� �'..:.:._ ;:: : : T ��//��//��//��//��//��//��//� TYPE CouRSE CouRSE CouRSE �EVE� CURB AND PLACEMENT SHALL CONFORM TO
�/\ . :.... �+ �/� \/\/\/\/\/\/\/\
�\� � �/�c ��j�j�j�j�j��j SUBGRADE - COMPACTED To 90� �� 3 N.Y.S. DOT STDS. SEC. 609-3.01
\y��/%��//i��/i���i�\���� ��\/T\j:.::�..:../ //Tj��/�\\/ / /. %%�%�%�%�%�/�/ P A R K I N G TR AN SI TI ON NCURB
�\�\�\�\�\�\�� ` � � � � � � � � STANDARD PROCTOR �-1/2�� 2�� 8-10"
'�%�/j�j/�%��//������� f '�j,,//�//�/�/ 4 / / %���� \j\j\j\j\j\j\j LO T M I LLI ON
\�\>.� �`���������/.�/.�/�/i //��/��/��/��/��/��/��/
/��\��\��\��\��\��\��\� STANDARD <30 FLUSH WITH GRADE
N OTE S: /\�j\�j\�j\�j\�j\�j\�j 1-1�2„ 3" 12„ U
�/\���\���\���\���\���\���\��� R 0 A D WA Y M I LLI ON
1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. � FINISH GRADE
2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. HEAVILY �30 II tO 5'-0" TYP. OR I
TRAVELED/
TRUCK 2" * 4" 12" MILLION _JL S SHOWN ON PLAN
LOADING �� �
-- J
__
TYPICAL THRUST BLOCKS NOTES: * SEE NOTE 2 GRANITE CURB TERMINATION
1 SCALE: NTS 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT TYPE 3 CURB - GRANITE
SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
20't 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. SCALE: NTS
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
TEMPORARY PAVEMENT AREA TO BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
BE REPLACED WHEN ROAD EDGE FOR FUTURE 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS..
SURFACE IS EXTENDED SAWCUT
SEE�NATURAL TAPER WEARING COURSE ASPHALT PAVEMENT SEE NOTES FOR SPECIFICATIONS
� BINDER COURSE 5
� = e •,�.�' ..� SCALE: NTS
�
-
S TO P ��� ���r�����N.�� G���
�•, °: .o.':��, �,`�•.°^n°.o.. .!"+�o- GRAVEL BASE COURSE
' / �/ �/ �/ �/ / �/ �/ �/ �/ �/ �/ �/ � SU B-B ASE �' � � ��a���'����j
\�\\�\\�i j�%%\%i����\/\�\/i�%i\���\j\\j\\�\\��\��\���
����0���7 �DI��
�G'3,' I�]Gs
�1[,?;� G���{G��i�l,r iL��G��
�► �►
B I TU M I N US PAVE M E NT TE RM I NATI O N CONCRETE SIDEWALK & APRON � SEE NOTES FOR SPECIFICATIONS AND PLACEMENT
2 TYPE 1 AT NON-VEHICLE TRAFFIC AREAS p
SCALE: NTS TYPE 2 AT VEHICLE TRAFFIC AREAS z
� (SEE DETAIL SS-8) w
EXIST. PAVEMENT NEW CONSTRUCTION � GALVANIZED POST & BREAKAWAY SIDEWALK
HARDWARE APPROVED BY CITY
TRAFFIC DEPT. W
�
TAPER CURB
N
(AS NECESSARY) � �� ��
;..�.�:::
TURF \����\\ LOCATION ( EE NOTE )
;�/\�/ /�/��/ \/ /��� TRAFFIC SIGN
. .. .
--- :,:..,. . ,..;::� = _
;.X �
... ..:.:.:.. . � >.--::` �
~ ���� \\� �/���\y�� S S
0
, . _ z
--- � Al
;, ,. . �,,
...
" ''� � ` � ASPHALT DRIVEWAY � ,:,.,.::....., :, , . '�' \ \\\ � � )
.. ,:
'' -::;.. .
/ - ONCRETE SHALL NOT BE USE
�: . ..:.......,.. .:;;:4�...
,",�:;`=;c_I�i:< :,.:.;.. -.::�„ : :- . :; - 6„ CONCRETE CURB vwi DROP CURB
';;'::,�::;..::;:`.:..., �:._.,:.- , -..
.,...,., ' :..:.:.....:.._�'::.::,:�'.�;: _..-.::• STREET
SAWSCUT DEPTH OF PAVEMENT & .' `"�: ., : t ' .. -.:"::'•:...
TACK COAT ALL SURFACES PRIOR "�' '�f l;'•°r. ".x �
�'�.;'�,�;:;;;.;.: :�: '..:..'.;• EXPANSION JOINT (TYP)
TO PAVING �;;.:;`.:,:.:1_;;:;, .M::. EXISTING GROUND FULL DEPTH OF CONCRETE i TRANSITION CURB BOTH SIDES
:�',:�::�:`:;::`°:;:�;:.;�.': SIGN LOCATION
TRAFFIC CONTROL SIGN
?'" � 1-1/2" REVEAL (MAX.)
�•' gl� � N�N
•',;:.; 22 �PE
G
SEE PIPE TRENCH DETAIL SS-6A ;::;, � ".: �::��<: • :..� �__ NOTES:
� 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL
'�� .�;..:::•.�l�;:,,. --
M�5' r.; .1�#'� ....RADIUS = 5'J::� �
�� � STREET � DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING
PAVEMENT SAWCUT N M1 �� ���I ~rc..~ � BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS
3 DETERMINED IN THE FIELD.
SCALE: NTS WARPED PAVEMENT AREA 2.) POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT.
(TYP. BOTH SIDES) 3.) ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST
RETROREFLECTIVITY REQUIREMENTS.
4.) SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA
6 DROP CURB AT COMMERCIAL DRIVEWAY COUNTY COMMISSIONER OF PUBLIC WORKS.
scn�: NTs TRAFFIC CONTROL SIGN AND LOCATION
9 SCALE: NTS
SCALE:
SUBMITTAL / REVISIONS THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL DIRECTION OF A COMPARABLE � � C I TY O F SARATO GA MJ PROJ. No.:987.04
� � Engineering and �ATE: JULY2021
CHIEF DESIGNER: AJW � � PROFESSIONAL, I.E.) ARCHITECT FOR AN
DESIGNED BY: AJW ARCHITECT, ENGINEER FOR AN ENGINEER '
DRAWN BY: AJW �t� OR LANDSCAPE ARCHITECT FOR A La n d S u ry eyi n g� P.C. D ETAI LS
CHECKED BY: WL LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: C:\Users\aborzaWppData\Local\TempWcPublish_15364\C-500 DETAILS.dwg (Layout: C-506)
Date: Mon, Jul 26, 2021 - 1:29 PM (Name: aborza)
Storm Water Pollution Prevention Plan
for
Proposed Mixed Use Building
269 Broadway,
Saratoga, NY 12866
MJ Project No.: 987.04
July 19th, 2021
Prepared For:
Prime Group Holdings
85 Railroad Place
Saratoga Springs, NY 12866
Prepared By:
Engineering and
��l\�, Land Surveying, P,C.
�•o
�--- 1 G;�3 Cresceni Road.Gifton Park.NY 12U65
PREPARER OF THE SWPPP
"I certify under penalty of law that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gathered
and evaluated the information submitted. Based on my inquiry of the person(s)who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the
best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made
herein are punishable as a Class A misdemeanor pursuant to Section 29.45 of the Penal Law."
Signature:
Name1: Michael D. Panichelli, PE
Title: President, MJ Engineering and Land Surveying, P.C.
License No.: 074751
Date:
1 This is a signature of an officer of the corporation authorized in policy or decision-making functions of the
corporation.
Storm Water Pollution Prevention Plan
TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY............................................................................................................1
1.1 Base Storm Water Pollution Prevention Plan (SWPPP)................................................................1
1.2 Project Description........................................................................................................................1
1.3 Stormwater Pollution Controls.....................................................................................................2
1.4 Conclusion.....................................................................................................................................3
2.0 SWPPP RESPONSIBILITIES........................................................................................................4
2.1 Owner's/Operator's Responsibilities............................................................................................4
2.2 Owner's/Operator's Engineers Responsibilities...........................................................................5
2.3 Contractor's Responsibilities ........................................................................................................6
2.4 SWPPP Participants.......................................................................................................................8
3.0 SITE CHARACTERISTICS............................................................................................................9
3.1 Land Use and Topography............................................................................................................9
3.2 Soils and Groundwater..................................................................................................................9
3.3 Watershed Designation ..............................................................................................................10
3.4 Receiving Water Bodies..............................................................................................................10
3.5 Aquifers.......................................................................................................................................10
3.6 Wetlands.....................................................................................................................................10
3.7 Flood Plains.................................................................................................................................10
3.8 Listed, Endangered, or Threatened Species ...............................................................................10
3.9 Cultural and Historic Resources..................................................................................................11
3.10 Rainfall Data................................................................................................................................11
4.0 CONSTRUCTION SEQUENCE...................................................................................................12
5.0 CONSTRUCTION-PHASE POLLUTION CONTROL.......................................................................13
5.1 Temporary Erosion and Sediment Control Measures.................................................................13
5.2 Permanent Erosion and Sediment Control Measures ................................................................15
5.3 Other Pollutant Controls.............................................................................................................16
5.4 Construction Housekeeping Practices........................................................................................16
6.0 POST-CONSTRUCTION STORMWATER CONTROLS..................................................................19
7.0 INSPECTIONS, MAINTENANCE,AND REPORTING....................................................................29
7.1 Inspection and Maintenance Requirements...............................................................................29
7.2 Reporting Requirements.............................................................................................................31
Storm Water Pollution Prevention Plan
iii
TABLE OF CONTENTS (CONT'D)
APPENDICIES
Appendix A: NYSDEC SPDES General Permit GP-0-20-001
Appendix B: Notice of Intent(NOI)
Notice of Termination (NOT) (Sample Form)
SWPPP Preparer Certification
Owner/Operator Certification Form
NYSDEC Acknowledgement Letter of Permit Coverage
Appendix C: Operator's Certification Form
Contractor's Certification Form
Appendix D: SWPPP Inspection Report(Sample Form)
Appendix E: Record of Stabilization and Construction Activity Dates (Sample Form)
Appendix F: Post-Construction Inspections and Maintenance
Appendix G: USDA Soils Report
Infiltration Testing Report
NYSDEC and USGS Aquifer Mapping
NYSDEC Environmental Resources Mapper
USFWS National Wetlands Inventory(NWI) Wetlands Mapping
FEMA FIRM Floodplain Mapping
USFWS Threatened and Endangered Species Screening (IPaC)
SHPO CRIS Historic Places Screening Maps
Appendix H: Pre-Development Watershed Delineation Map
Pre-Development HydroCAD Model
Appendix I: Post-Development Watershed Delineation Map
Post-Development HydroCAD Model
AppendixJ: Design Calculations
Appendix K: Project Plans
Storm Water Pollution Prevention Plan
iv
1.0 EXECUTIVE SUMMARY
1.1 Storm Water Pollution Prevention Plan (SWPPP)
This Storm Water Pollution Prevention Plan (SWPPP) has been prepared for the construction of a proposed mixed
use builidng with underground parking at 269 Boradway in the City of Saratoga.The project consists of 0.75 acres.
The existing parcel is currently vacant with greenspace and adjacent sidewalks.
This SWPPP has been developed in accordance with the"New York State Department of Environmental Conservation
(NYSDEC) State Pollutant Discharge Elimination System (SPDES) General Permit for Storm Water Discharges from
Construction Activity" General Permit Number GP-0-20-001, effective January 29, 2020 through January 28, 2025.
This SWPPP and accompanying plans identify and detail storm water management(SWM),pollution prevention,and
erosion and sediment control measures necessary during and following completion of construction.
This SWPPP and the accompanying plans (only those plans applicable to this report were included in this package)
entitled "Prime Group Holding Building" dated July 2021 by M.J. Engineering and Land Surveying, have been
submitted as a set.These engineering drawings are considered an integral part of this SWPPP,therefore this SWPPP
is not considered complete without them. References made herein to "the plans" or to a specific"sheet" refer to
these drawings.
This report considers the impacts associated with the project for:
1. Maintaining existing drainage patterns to the maximum extent practicable, while continuing the
conveyance of upland watershed runoff;
2. Controlling increases in the rate of storm water runoff resulting from the proposed development so as not
to adversely alter downstream conditions; and
3. Mitigating potential storm water quality impacts and preventing soil erosion and sedimentation resulting
from storm water runoff generated both during and after construction.
These objectives will be achieved by designing and implementing Best Management Practices (BMP's) to control
potential pollutants in the runoff from the project site during and after construction.
1.2 Project Description
The project site is located on 0.75 acres at 269 Broadway within the City of Saratoga Springs, Saratoga County, NY.
This land currently encompasses a concrete sidewalk and maintained greenspace. The proposed construction is
expected to result in approximately 0.75 acres of soil disturbance.The project area is depicted in Figure 1-1.
The general scope of work for involves site clearing, storm sewer installation, electrical duct installation, gas line
installation, watermain installation, underground parking, green roof installation, and underground detention
system.This SWPPP provides discussions,plans,and calculations for the water quality and quantity control measures
and the erosion and sediment controls for the project site.
Storm Water Pollution Prevention Plan
1
a �=.€� �" . � `r
� _ . �
, � �� - `,'! t � °� �� ,�=�r
� . �
„� - . � ` � '�M�`
" I w'' I ' ' _ '.�;�r'�r�C�� ,,�+�, �'"��;�t s_ _
LJ\.J ,� _ V mt��r��[�As=�l I t��l� r :.
/ , ; � � ...,.,, _.� �, �,,,„.. �.y{
{ r..
�� � i � .... 'a� .yp � �': ��'ud`'�� °
�\��i� '�'`�^.�._� I f r i�k`�< ;�, '� �� v rta¢" ';n,t�fl��
Y
'�' �n �rc ..�1'� ,�
��'�7��IA�.1C..�1Rj{`�.Af
� � , _ _ � �`�
- < �- ,: :�=
V f'` }� (' � 6��.l..
� j f(���-g 1 I.�Pi' �^'�4F r � *�R•
.'_L Vn `'-��0 fl 0.p 74�y! �J i �Q,
�,.e � �,��. ° � _ �� � � �
�.,i: �++ �r` � � !�� , .. r ..
d:;�o.` ��.=�� . e . ���.
„ + �,. '"�, �a�
,� r �,. �
�°z�' - 7 � ` �
� 'r
� f•. �
> � t � Q � . Y 'v �� � ��:.
" � i � 'e� � �- 5 ,�l��nP�1. �.r,�
x. !. ��if'','"�oo�m '�.[ry
.� .4 � f � �� . . � - � �„�It1
.. . � � J. . .� . ":..� � . . r'
� , ,��'�,`�, ; �, �� APPROXIMATE SITE �"�'"
, .
. . . „ ,
:1. � _ a — . °
• -, '- LOCATION �t`�'
� ;-
� f�� o � �..._ '� � '' ��' �a ���
Figure 1-1
Project Location Map
The project is located entirely within the City of Saratoga Springs,and will discharge to Saratoga Springs' Municipal
Separate Storm Sewer System (MS4).Therefore,an MS4 Acceptance Form will be required.
Construction phase pollutant sources anticipated at the site may include disturbed (exposed) soil,vehicle fuels and
lubricants, and chemicals/compounds associated with the facility construction. Without adequate control, there
may be the potential for each type of pollutant to be transported by storm water.
Runoff from the project site is anticipated to be collected, stored and conveyed in accordance with NYSDEC's
regulations to the maximum extent practicable. Runoff from the project site will discharge into Geyser Brook south
of the project site.
1.3 Storm Water Pollution Controls
The proposed measures outlined in this plan have been designed to provide quality control by treating runoff prior
to being discharge off site. These measures have been designed and evaluated in accordance with the following
standards and guidelines:
• New York State Storm Water Management Design Manual (NYSSMDM) (January 2015);
• New York State Standards and Specifications for Erosion and Sediment Control (Blue Book) (November
2016);and,
• New York State Department of Environmental Conservation(NYSDEC)State Pollutant Discharge Elimination
System(SPDES)General Permit Number GP-0-20-001,effective January 29,2020 to January 28,2025.
Storm Water Pollution Prevention Plan
2
The project has been designed utilizing the criteria outlined in Chapters 4, 5, 6, and 9 of the New York State Storm
Water Management Design Manual (NYSSMDM). Storm water pollution controls planned include one(1)green roof
and stormwater planters with an underground detention system for water attenuation.
The storm water pollution controls described above will treat 100% of the water quality volume (WQv) for new
development areas(new impervious)and a minimum of 25%of the WQv for the redevelopment impervious areas.
Pre- and post-development surface runoff rates have been evaluated for the 1, 10, and 100-year 24-hour storm
event. Comparison of pre-and post-development watershed conditions demonstrates that the peak rate of runoff
from the entire site will not increase when compared to the pre-development condition for all storm scenarios.
Therefore, the project will not have an adverse impact on the adjacent and downstream properties or receiving
water courses (refer to Table 6-5). Further discussions of the pre-development and post-development conditions
are provided in Section 6 of this document.
The post-construction storm water management practice(s) will be owned by Prime Group Holding. Policies and
procedures will be put in place to ensure operation and maintenance of the practice(s)in accordance the NYSSWDM
and associated regulations.
1.4 Conclusion
This SWPPP has been prepared in conformance with the current NYS Standards and Specifications for Erosion and
Sediment Control and NYS Stormwater Management Design Manual (NYSSMDM).
It is our opinion that the proposed re-development project that proposes an increase in impervious area will not
adversely impact adjacent or downstream properties if the storm water management practices are implemented
and maintained in accordance with the requirements outlined herein.
Storm Water Pollution Prevention Plan
3
2.0 SWPPP RESPONSIBILITIES
To ensure compliance with the NYSDEC SPDES General Permit GP-0-20-001 conditions, a summary of the
responsibilities and obligations of involved parties is outlined in the subsequent sections. For a complete listing of
the definitions, responsibilities,and obligations, refer to the SPDES GP-0-20-001 as provided in Appendix A.
2.1 Definitions
2.2 Owner's/Operator's Responsibilities
1. Retain the services of a "Qualified Professional" to provide the services outlined in Section 2.2 of this
document, "Owner/Operator's Engineer's Responsibilities".
2. Retain the services of a "Qualified Inspector"to complete the inspection requirements as identified in
Part IV.0 of GP-0-20-001.
3. Review the SWPPP to confirm it is in accordance with the Saratoga County MS4 Program Plan.
4. Have an authorized corporate officer complete and sign the Owner/Operator Certification form for the
submission of an eN01.A copy of the completed NOI is to be included in Appendix B.
5. Submit the eN01 online at my.ny.gov.
6. Pay the required initial and annual fees upon receipt of invoices from NYSDEC. These invoices are
generally issued in the fall of each year. The initial fee is calculated as$110.00 per acre disturbed plus
$675.00 per acre of net increase in impervious cover,and the annual fee is$110.00.
7. Prior to the commencement of construction activity, the Owner/Operator shall identify the
contractor(s)and subcontractor(s)that will be responsible for implementing the erosion and sediment
control measures and storm water management practices described in this SWPPP. Have each of these
contractors and subcontractors identify at least one (1) "Trained Contractor" that will be responsible
for the inspection of the erosion and sediment control practices and pollution prevention measures on
a daily basis. Ensure that the Contractor has at least one (1) "Trained Contractor" on site on a daily
basis when soil disturbance activities are being performed.
S. Schedule a pre-construction meeting, which shall include the Facility's representative,
Owner's/Operator's Engineer,Contractor,and their sub-contractors to discuss responsibilities as they
relate to the implementation of this SWPPP.
9. Require the Contractor to fully implement the SWPPP prepared for the site by the Owner/Operator's
Engineer to ensure that the provisions of the SWPPP are implemented from the commencement of
construction activity until areas of disturbance have achieved final stabilization and the Notice of
Termination (NOT) has been submitted.
10. Forward a copy of the NOI Acknowledgement Letter received from the regulatory agency to the
Owner's/Operator's Engineer for project records,and to the Contractor to maintain at the job site.
11. Maintain a copy of the General Permit (GP-0-20-001), NOI, NOI Acknowledgement Letter, SWPPP,
inspection reports, Spill Prevention, Countermeasures, and Cleanup (SPCC) Plan, inspection records,
and other required records on the job site so that they may be made available to the regulatory
agencies.
12. Post at the site, in a publicly accessible location, a copy of the General Permit(GP-0-20-001),a signed
copy of the NOI, the NOI Acknowledgement Letter, and on a monthly basis a summary of the site
inspection activities.
13. Prepare a written summary of the project's status with respect to compliance with the general permit
at a minimum frequency of every three(3)months during which coverage under the permit exists. The
Storm Water Pollution Prevention Plan
4
summary should address the status of achieving the overall goal of the SWPPP. The summary shall be
maintained at the site in a publicly accessible location.
14. Prior to submitting a Notice of Termination (NOT),ensure post-construction storm water management
practice(s) that are owned by a public or private institution (e.g. school, college, university), or
government agency or authority,the Owner/Operator has policies and procedures in place that ensure
operation and maintenance of the practice(s)in accordance with the operation and maintenance plan.
15. Submit a NOT form (see Appendix B)within 48 hours of receipt of the Owner's/Operator's Engineer's
certification of final site stabilization to the address below and request acknowledgement of receipt
from DEC.
NOTICE OF TERMINATION
NYS DEC, Bureau of Water Permits
625 Broadway,4t" Floor
Albany, New York 12233-3505
16. Request and receive SWPPP records from the Owner's/Operator's Engineer and archive those records
for a minimum of five(5)years after the NOT is filed.
17. Require the implementation of Post-Construction Inspections and Maintenance procedures outline in
Appendix F.
18. The NOI, SWPPP and inspection reports required by GP-0-20-001 are public documents that the
Owner/Operator must make available for review and copying by persons within five (5) business days
of the Owner/Operator receiving a written request by persons to review the NOI,SWPPP,or inspection
reports. Copying of documents will be done at the requester's expense.
19. The Owner/Operator must keep the SWPPP current at all times. At a minimum,the Owner/Operator
shall amend the SWPPP:
a) Whenever the current provisions prove to be ineffective in minimizing pollutants in storm
water discharges from the project site;
b) Whenever there is a change in design,construction,or operation at the construction site that
has or could have an effect on the discharge of pollutants;and
c) To address issues or deficiencies identified during an inspection by the "qualified inspector"
the NYSDEC or other Regulatory Authority.
2.2 Owner's/Operator's Engineers Responsibilities
1. Prepare the SWPPP using good engineering practices, best management practices, and in compliance
with federal,state,and local regulatory requirements.
2. Prepare the Notice of Intent (NOI) form (see Appendix B) or eN01, sign the "SWPPP Preparer
Certification"section of the NOI,and forward to Owner/Operator for signature.
3. Prepare a construction Site Log Book to be used in maintaining a record of each inspection report
generated throughout the duration of construction.
4. Participate in a pre-construction meeting with the Facility's MS4 representative (if applicable),
Owner/Operator,Contractor,and their sub-contractors to discuss responsibilities as they relate to the
implementation of this SWPPP.
5. Enter Contractor's information in Section 2.4 "SWPPP Participants" once a Contractor is selected by
the Owner/Operator.
6. Identify at least one Qualified Inspector to conduct site inspections in conformance with Part IV.0 of
GP-0-20-001 to determine compliance with the SWPPP. Site inspections shall be completed by the
Qualified Inspector and shall occur at an interval of at least once every seven (7) calendar days. A
Storm Water Pollution Prevention Plan
5
written inspection report shall be provided to the Owner/Operator and general contractor within one
business day of the completion of the inspection, with deficiencies identified. A sample inspection
form is provided in Appendix D.
7. Conduct an initial assessment of the site prior to the commencement of construction and certify in an
inspection report that the appropriate erosion and sediment control measures described within this
SWPPP have been adequately installed and implemented to ensure overall preparedness of the site.
S. Review the Contractor's SWPPP records on a periodic basis to ensure compliance with the
requirements for daily reports, inspections,and maintenance logs.
9. Maintain the construction Site Log Book throughout the duration of construction.
10. The Qualified Inspector shall prepare an inspection report subsequent to each and every inspection
and provide digital photographs of practices that have been identified as needing corrective actions.
Inspection reports shall be signed by the Qualified Inspector.
11. The Qualified Inspector shall notify the Owner/Operator and appropriate Contractor within one (1)
business day after the completion of an inspection with the corrective actions that need to be taken.
12. Update the SWPPP each time there is a significant modification to the pollution prevention measures
or a change of the principal Contractor working on the project who may disturb site soil.
13. Based on the as-built conditions and material testing certifications performed by others, perform
evaluations of the completed storm water management facilities to determine whether they were
constructed in accordance with this SWPPP.
14. Conduct a final site assessment and prepare a certification letter to the Owner/Operator. The letter
shall indicate that, upon review of the material testing and inspection reports prepared by the firm
retained by the Owner/Operator, the storm water management facilities have been constructed
substantially in accordance with the contract documents and should function as designed. The review
shall include a topographic survey of the final site conditions and an evaluation of the completed storm
water management facilities.
15. Prepare the Notice of Termination (NOT) located in Appendix B. The Qualified Inspector must sign the
NOT Certifications VII (Final Stabilization) and VIII (Post-construction Storm Water Management
Practices). The NOT shall be forward to the Owner/Operator for his signature on Certification IX
(Owner/Operator Certification).
16. Transfer the SWPPP documents, along with NOI, permit certificates, NOT, construction Site Log Book,
and written records required by the General Permit to the Owner/Operator for archiving.
2.3 Contractor's Responsibilities
1. Sign the SWPPP Contractor's Certification Form contained within Appendix C and forward to the
Owner's/Operator's Engineer for inclusion in the Site Log Book.
2. Identify at least one Trained Contractor that will be responsible for implementation of this SWPPP.
Ensure that at least one Trained Contractor is on site on a daily basis when soil disturbance activities
are being performed.The Trained Contractor shall inspect the erosion and sediment control practices
and pollution prevention measures being implemented within the active work area daily to ensure that
they are being maintained in effective operating condition. If deficiencies are identified,the Contractor
shall begin implementing corrective actions within one business day and shall complete the corrective
actions in a reasonable time frame.
3. Provide the names and addresses of each subcontractor working on the project site. Require the
subcontractors who will be involved with construction activities that will result in soil disturbance to
identify at least one Trained Individual that will be on site on a daily basis when soil disturbance
activities are being performed; and to sign a copy of the Contractor's Certification Form and forward
to the Owner's/Operator's Engineer for inclusion into the Site Log Book. This information must be
retained as part of the Site Log Book.
Storm Water Pollution Prevention Plan
6
4. Create and maintain a Spill Prevention and Response Plan in accordance with requirements outlined in
Section 5.4.4. of this SWPPP. This plan shall be provided to the Owner's/Operator's Engineer for
inclusion in the Site Log Book.
5. Participate in a pre-construction meeting which shall include the Facility's representative,
Owner/Operator,Owner's/Operator's Engineer,and sub-contractors to discuss responsibilities as they
relate to the implementation of this SWPPP.
6. The Contractor shall submit appropriate documentation to the Owner's/Operator's Engineer if
adjacent properties are to be used. Use of adjacent properties may include, but are not limited to,
material, waste, borrow, or equipment storage areas, or if Contractor plans to engage in industrial
activity other than construction (such as operating asphalt and/or concrete plants) at the site, The
SWPPP should be modified accordingly.
7. Implement site stabilization, erosion and sediment control measures, and other requirements of the
SWPPP.
S. In accordance with the requirements in the most current version of the NYS Standards and
Specifications for Erosion and Sediment Control,conduct inspections of erosion and sediment control
measures installed at the site to ensure that they remain in effective operating condition. Prepare and
retain written documentation of inspections as well as of repairs/maintenance activities performed.
This information must be retained as part of the Site Log Book.
9. Maintain a record of the dates when major grading activities occur, when construction activities
temporarily or permanently cease on a portion of the site, and when stabilization measures are
initiated, until such time as the NOT is filed.A log for keeping such records is provided in Appendix E.
10. Begin implementing corrective actions within one business day of receipt of notification by the
Qualified Inspector that deficiencies exist with the erosion and sedimentation control measures
employed at the site. Corrective actions shall be completed within a reasonable time frame.
Storm Water Pollution Prevention Plan
7
2.4 SWPPP Participants
1. Owner's/Operator's Engineer: Michael D. Panichelli, P.E., President
MJ Engineering and Land Surveying
1533 CrescentRoad
Clifton Park, New York 12065
Phone: (518)371-0799
Fax: (518)371-0822
2. Owner/Operator: Prime Group Holdings
�3� Railroad Place
Saratoga Springs
NevJ Yc.��l< 12%�`�6
3. Contractorz: Name and Title:
Company Name
Mailing Address:
Phone:
Fax:
z Contractor's information to be entered once the Contractor(s) have been selected.
Storm Water Pollution Prevention Plan
8
3.0 SITE CHARACTERISTICS
3.1 Land Use and Topography
The overall project area is 0.75 acres.The project site is composed primarily of maintained grassland and concrete
sidewalks.The topography in the project site is moderately sloped to the northwest,with 0 to S%slopes.
3.2 Soils and Groundwater
Review of the National Resources Conservation Service (NRCS) Soil Survey Data indicates the project area is
predominately comprised of Windsor Loamy sand, of Hydrological Soil Group (HSG) Type A with 3 to 8 percent
slopes.The soil survey for the project area is included in Appendix G.The Soil Conservation Service defines the HSGs
as follows:
• Type A Soils: Soils having a high infiltration rate and low runoff potential when thoroughly wet. These soils
consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a
moderate rate of water transmission.
• Tvpe B Soils: Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of
moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture
to moderately course texture.These soils have a moderate rate of water transmission.
• Tvpe C Soils: Soils having a slow infiltration rate when thoroughly wet.These consist chiefly of soils having
a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture.
These soils have a slow rate of water transmission.
• Type D Soils: Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These
consist of chiefly of clays that have a high shrink-swell potential,soils that have a high water table,soils that
have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
• Type B/D and C/D Soils: Soils assigned to a dual hydrologic soil group have soil characteristics that are
represented by both classes.The first letter represents what the soils act like when they are drained and
the second is for undrained areas.Only the soils that in their natural condition are in group D are assigned
to dual classes.
Soil testing was completed for the project site in September 2019. Test borings were performed in general
conformance with the NYSDEC Storm Water Management Design Manual guidelines. Soils encountered were
described based on visual estimation of the grain size distribution, along with characteristics such as color, relative
density,consistency,moisture,etc.
Eight (S) borings were progressed at the project site. Boring locations are depicted in Figure 1-1. Results from the
infiltration testing are shown in Table 3-1. Groundwater was not encountered at the boring locations. See the
geotechnical report in Appendix G.
Storm Water Pollution Prevention Plan
9
3.3 Watershed Designation
The project site is not located in a restricted watershed identified in Appendix C of GP-0-20-001.
3.4 Receiving Water Bodies
Storm water from the project site ultimately discharges into Geyser brook stream located south of the project site.
Storm water is transmitted to the stream via overland flow and through existing storm water infrastructure. Mapping
of the project site and receiving water bodies is included in Appendix G.
3.5 Aquifers
The project site is not located within an Aquifer,see mapping in Appendix G
3.6 Wetlands
3.6.1 Tidal Wetlands
Tidal wetlands are not located within or adjacent to the project area.
3.6.2 State Jurisdictional Wetlands(Article 24)
The NYSDEC Environmental Resources Mapper (ERM) was utilized to reviewed for freshwater wetlands
within or adjacent to the project area. The ERM indicated that State Regulated Freshwater Wetlands or
buffer zones are not located within the project area. A copy of this mapping is included in Appendix G.
3.6.2 Federal Jurisdictional Wetlands(Article 404)
National Wetland Inventory(NWI) mapping for the project area was reviewed utilizing the online Wetlands
Mapper provided by the U.S. Department of Interior, Fish and Wildlife Service. Federal jurisdictional
wetlands are not present on the project site or within the 100-foot buffer. A copy of this mapping is
included in Appendix G.
3.7 Flood Plains
A review of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) Panel
36091C0433 E dated August 16t" 1995 show the project site is not located in a floodplain. The flood zone mapping
is included in Appendix G.
3.8 Listed, Endangered,or Threatened Species
3.8.1 State Listing
According to the NYSDEC online Environmental Resource Mapper, the potential does not exist for rare
plants or animals to be present within the proposed project area, however the potential exists adjacent to
the project area. The New York Natural Heritage Program (NYNHP) has no records of rare or state-listed
animals or plants, or significant natural communities on or adjacent to the project site. Refer to Appendix
G for additional information.
3.8.2 Federal Listing
The United States Department of the Interior Fish and Wildlife Service (USFWS) online IPaC system was
used to determine the possible presence of threatened and endangered species and habitat areas. The
Storm Water Pollution Prevention Plan
10
USFWS website indicated that are no endangered or threatened species located in Saratoga County near
the project site. The result is presented in Table 3-2, below.
3.9 Cultural and Historic Resources
The Cultural Resource Information System(CRIS)through the New York State Office of Parks,Recreation and Historic
Preservation (NYSOPRHP) indicates the project site does not contain structures listed on the State or National
Register of Historic Places. According to the NYSOPRHP CRIS website, the project area is located adjacent to an
archeologically sensitive area. The proposed construction will not impact the archaeologically sensitive area., see
the No Affect Letter in Appendix G.
3.10 Rainfall Data
Rainfall data utilized in the modeling and analysis was obtained from the Northeast Regional Climate Center's(NRCC)
Extreme Precipitation in New York and New England interactive web tool for extreme precipitation analysis
(precip.eas.cornell.edu). Rainfall data,for various 24-hour storm events, is presented in Table 3-3:
Table 3-3
Rainfall Quantity
Storm Event 24-Hour Rainfall(inches)
90%Rainfall 1.1
1-year 2.69
10-year 3.73
100-yea r 6.24
These values were used to evaluate the pre-development and post-development storm water runoff characteristics.
Storm Water Pollution Prevention Plan
11
4.0 CONSTRUCTION SEQUENCE
An "Erosion and Sediment Control Plan" for this project is included in Appendix K. The plan identifies the major
construction activities that are the subject of this SWPPP. This document is fluid and is subject to change in
accordance with the Contractor's work plan and subject to the Engineer's review and approval. If the actual
construction activity varies from that depicted on the plans, the contractor will be required to notify the
Owner's/Operator's Engineer overseeing the implementation of the SWPPP. The Owner/Operator must keep the
SWPPP current so that the erosion and sediment control practices and storm water management practices being
constructed and utilized on site are accurately documented. Amendments to the SWPPP shall be made, at a
minimum:
1. Whenever the current provisions prove to be ineffective in minimizing pollutants in storm water
discharges from the site;
2. Whenever there is a change in design, construction, or operation at the construction site that has or
could have an effect on the discharge of pollutants;and
3. To address issues or deficiencies identified during an inspection by the qualified inspector, the
Department,or other regulatory authority.
The Contractor will be responsible for implementing the erosion and sediment control measures identified on the
plans.The Contractor may designate these tasks to certain subcontractors as seen fit,but the ultimate responsibility
for implementing these controls and ensuring their proper function remains with the Contractor.
Accompanying plans,details and specifications regarding the construction sequencing schedule shall be provided as
part of the final design.
Storm Water Pollution Prevention Plan
12
5.0 CONSTRUCTION-PHASE POLLUTION CONTROL
The SWPPP and accompanying plans identify the temporary and permanent erosion and sediment control measures
that have been incorporated into the design of this project. These measures will be implemented during
construction, to minimize soil erosion and control sediment from transport off-site. During construction, the
permanent measures are installed to control the quality and quantity of storm water runoff from the site.
The erosion control measures are designed to minimize soil loss and are intended to retain eroded soil and prevent
it from reaching water bodies or adjoining properties. The erosion and sediment control measures have been
developed in accordance with the following documents:
• NYSDEC SPDES General Permit for Storm Water Discharges From Construction Activity, Permit No. GP-
0-20-001 (effective January 29,2020 through January 28,2025)
• New York State Standards and Specifications for Erosion and Sediment Control, NYSDEC (November
2016)
The SWPPP and accompanying plans outline the construction scheduling for implementing the erosion and sediment
control measures. The SWPPP and accompanying plans also include limitations on the duration of soil exposure,
criteria and specifications for placement and installation of the erosion and sediment control measures, a
maintenance schedule, and specifications for the implementation of erosion and sediment control practices and
procedures.
Temporary erosion and sediment control measures that shall be applied during construction generally include:
1. Minimizing soil erosion and sedimentation by stabilization of disturbed areas and by removing
sediment from construction-site discharges.
2. Preservation of existing vegetation as much as practicable. Following the completion of construction
activities in portion of the site, permanent vegetation shall be established on exposed soils.
3. Site preparation activities shall be planned to minimize the area and duration of soil disruption.
4. Permanent traffic corridors shall be established and "routes of convenience"shall be avoided.
5.1 Temporary Erosion and Sediment Control Measures
The temporary erosion and sediment control measures described in the following sections will be included as part
of the construction documents and are provided in Appendix K.
5.1.1 Stabilized Construction Entrance
Prior to construction activities commencing at the site, a stabilized construction entrance will be installed
at the proposed vehicle traffic entrance and exit points to reduce the tracking of sediment onto the facility
and public roadways.
Construction traffic must enter and exit the site at the stabilized construction entrance. The intent is to trap
sediment that would otherwise be carried off-site by construction traffic.
The entrance shall be maintained in a condition which will control tracking of sediment onto the facility,
public rights-of-way or streets.When necessary,the placement of additional aggregate atop the filter fabric
will be done to assure the minimum thickness is maintained. Contractor shall maintain a stockpile of
additional aggregate on site. Sediments and soils spilled,dropped,or washed onto the public rights-of-way
must be removed immediately. Periodic inspection and needed maintenance shall be provided after each
substantial rainfall event.
Storm Water Pollution Prevention Plan
13
5.1.2 Dust Control
Water trucks shall be used as needed during construction to reduce dust generated on the site. Dust control
must be provided by the Contractor to a degree that is acceptable to the Owner, and in compliance with
the applicable local and state dust control requirements.
5.1.3 Temporary SoilStockpile
Materials, such as topsoil and stone, will be temporarily stockpiled (if necessary) on the site during the
construction process. Stockpiles shall be located in an area away from storm drainage,water bodies and/or
courses. They will be properly protected from erosion by a surrounding silt fence barrier(or similar device)
and a mulch layer(if it is a soil-based material).
5.1.4 Silt Fencing
Prior to the initiation of and during construction activities, a geotextile filter fabric, or silt fence, will be
established along the areas of proposed earthwork. The provision of the silt fence will prevent/reduce
sediment from migrating off the construction site and entering the drainage system.The silt fencing should
be installed along the contours down slope of the proposed disturbed areas and in accordance with the
NYSDEC Blue Book.The locations of silt fence installation are shown on the contract plans.
Clearing and grubbing will be performed only as necessary for the installation of the sediment control
barrier. To facilitate effectiveness of the silt fencing, daily inspections and inspections immediately after
significant storm events will be performed by site personnel. Maintenance of the fence will be performed
asneeded.
5.1.5 Temporary Seeding and Mulching
Areas undergoing clearing or grading and areas disturbed by construction activities where work has
temporarily or permanently ceased shall be stabilized with temporary vegetative cover within seven (7)
days from the date the soil disturbance activity ceased.
5.1.6 Storm Drain Inlet Protection
Silt fencing will be placed around both existing and proposed catch basins once they have been installed.
The silt fence will prevent sediment from entering the catch basins and storm sewer system. During
construction,fabric shall be inspected and replaced as necessary to ensure proper function of the structure.
5.1.6 WinterStabilization
For any land disturbance and exposure between November 15t" and April 15t, enhanced erosion and
sediment control will be completed. During winter months, a minimum 25-foot buffer will be maintained
between the work zone and perimeter controls such as silt fence.The silt fence must be marked with tall
stakes visible above the snow pack.
Drainage structures will be kept open and free of snow and ice dams. All debris, ice cams, or debris from
plowing operations that restrict the flow of runoff will be removed.
When straw mulch alone is used for temporary stabilization, it will be applied at a minimum of 4 tons per
acre(double the standard application rate).
To ensure adequate stabilization of disturbed soil in advance of a melt event,areas of disturbed soil will be
stabilized at the end of each work day unless work will resume within 24-hours in the same area and no
precipitation is forecast or the work is in disturbed areas that collect and retain runoff such as open utility
trenches.
Storm Water Pollution Prevention Plan
14
5.2 Permanent Erosion and Sediment Control Measures
The permanent erosion and sediment control measures described in the following sections are included as part of
the construction documents.
5.2.1 Establishment of Permanent Vegetation
Disturbed areas that will be vegetated must be seeded in accordance with the contract documents. The
type of seed, mulch, and maintenance measures as described in the contract documents shall also be
followed.All areas at final grade must be seeded and mulched within seven(7)days after completion of the
major construction activity. Seeded areas should be protected with mulch.
Final site stabilization is achieved when soil-disturbing activities at the site have been completed and a
uniform, perennial vegetative cover with a density of SO percent has been established or equivalent
stabilization measures (such as the use of mulches or geotextiles) have been employed on unpaved areas
and areas not covered by permanent structures.
5.2.2 Soil Restoration
Table 5-1 Soil Restoration Requirements
(Table 5.3 of the NYSSMDM)
Type of Soil Soil Restoration Requirement Comments/Examples
Disturbance
No soil disturbance Restoration not permitted Preservation of natural
features
Minimal soil
disturbance Restoration not required Clearing and grubbing
Areas where topsoil is HSG A&B HSG C&D
stripped only-no Apply 6 inches of Aerate* and apply 6 Protect area from ongoing
change in grade topsoil inches of topsoil construction activities
HSG A&B HSG C&D
Areas of cut or fill Aerate and apply 6 Apply full soil
inches of topsoil restoration**
Heavy traffic areas on Apply full soil restoration (de-compaction and
site compost enhancement)
Keep construction
equipment from crossing
Areas where Runoff these areas.To protect
Reduction and/or Restoration not required, but may be applied newly installed practices
Infiltration practices to enhance the reduction specified for from ongoing construction
are applied appropriate practices. activities construct a single
phase operation fence
area.
Redevelopment Soil Restoration is required on redevelopment
projects in areas where existing impervious
projects area will be converted to pervious area.
*Aeration includes the use of machines such as tractor drawn implements with coulters making a narrow slit in the soil,a roller with
many spikes making indentations in the soil,or prongs which function like a mini-subsoiler.
**Per"Deep Ripping and De-compaction,DEC 2008".
Soil restoration is a required practice applied across areas of a development site where soils have been
disturbed and will be vegetated in order to recover the original properties and porosity of the soil. Healthy
Storm Water Pollution Prevention Plan
15
soil is vital to a sustainable environment and landscape. The contractor shall implement soil restoration
practices in accordance with Section 5.1.6 and Table 5.3 of the NYSSMDM,shown in Table 5-1 of this Plan.
Soil restoration is a required practice applied across areas of a development site where soils have been
disturbed.The area will be vegetated in order to recover the original properties and porosity of the soil.
Healthy soil is vital to a sustainable environment and landscape. The contractor shall implement soil
restoration practices in accordance with Section 5.1.6 and Table 5.3 of the NYSSMDM.
5.2.3 Rock Outlet Protection
Rock outlet protection should be placed at the outlet of the culverts, conduits, or channels to reduce the
depth, velocity, and energy of the storm water in order to prevent erosion of the receiving downstream
reach. Rock outlet protection cannot be utilized at pipe outlets at the top of cuts or on slopes steeper than
10 percent(10%).
The outlet protection may be composed of rock riprap. The rock material, size, thickness and apron size
shall be determined and installed in accordance with the NYSDEC Blue Book.
5.3 Other Pollutant Controls
Control of sediments has been described previously. Other aspects of this SWPPP are listed below:
5.3.1 Solid and Liquid Waste Disposal
Solid or liquid waste materials,including building materials,shall not be discharged from the site with storm
water. Solid waste, including disposable materials incidental to construction activities, must be collected
and placed in containers. The containers shall be emptied periodically by a licensed waste transport service
and hauled away from the site for disposal.
Substances that have the potential for polluting surface and/or groundwater must be controlled by
whatever means necessary in order to ensure that they do not discharge from the site. As an example,
special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must
be contained and disposed of so that it will not flow from the site or enter groundwater,even if this requires
removal, treatment, and disposal of soil. Spill reporting to the NYSDEC may be required per 17 New York
Code, Rules and Regulations (NYCRR) 32.3 and 32.4, and the Environmental Conservation Law (ECL) 17-
1743. In this regard, potentially polluting substances should be handled in a manner consistent with the
impact they represent.
5.3.2 Sanitary Facilities
Temporary sanitary facilities will be provided by the Contractor throughout the construction phase. They
must be utilized by construction personnel and will be serviced by a licensed commercial Contractor. These
facilities must comply with state and local sanitary or septic system regulations.
5.3.3 Water Source
Non-storm water components of site discharge must be clean water. Water used for construction,which
discharges from the site, must originate from a public water supply or private well approved by the Health
Department.Water used for construction that does not originate from an approved public supply must not
discharge from the site;such water may be retained on-site until it infiltrates and/or evaporates.
5.4 Construction Housekeeping Practices
During the construction phase,the General Contractor will implement the following measures:
Storm Water Pollution Prevention Plan
16
5.4.1 Material5tockpiles
Material resulting from the clearing and grubbing operation or new material delivered to the site for future
use will be stockpiled up slope of the grubbed areas. The stockpiles will have adequate sedimentation
controls installed to prevent the migration of these sediments during rain events.
5.4.2 Equipment Cleaning and Maintenance
Equipment cleaning, maintenance, and repair is to be conducted off site as designated by the General
Contractor.The General Contractor and Subcontractors will utilize those areas. The areas will be protected
by a temporary perimeter berm.
5.4.3 Detergents
The use of detergents for large-scale washing is prohibited(i.e.,vehicles,buildings,pavement surfaces,etc.).
5.4.4 Spill Prevention and Response
A Spill Prevention and Response Plan shall be developed for the site by the Contractor. The plan shall detail
the steps needed to be followed in the event of an accidental spill and shall identify contact names and
phone numbers of people and agencies that must be notified.
The plan shall include Safety Data Sheets (SDS) for materials to be stored on-site.Workers on-site will be
required to be trained on safe handling and spill prevention procedures for the materials used during
construction. Regular tailgate safety meetings shall be held and each worker that are expected on the site
during the week shall be required to attend.
5.4.5 Concrete Wash Areas
Concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water on the site,
but only in specifically designated diked and impervious washout areas. These areas will be prepared to
prevent contact between the concrete wash and storm water. Waste generated from concrete wash water
shall not be allowed to flow into drainage ways, inlets, receiving waters, highway right of ways,or location
other than the designated Concrete Wash Areas. Proper signage designating the "Concrete Wash Areas"
shall be placed near the facility. Concrete Wash Areas shall be located at minimum 100 linear feet from
drainage ways, inlets and surface waters.
The hardened residue from the Concrete Wash Areas will be disposed of in the same manner as other non-
hazardous construction waste materials. Maintenance of the wash area is to include removal of hardened
concrete. The facility shall have sufficient volume to contain the concrete waste resulting from washout
and a minimum freeboard of 12 inches. The facility shall not be filled beyond 95% capacity and shall be
cleaned out once 75%full unless a new facility is constructed. The Contractor will be responsible for seeing
that these procedures are followed.
Saw-cut Portland Cement Concrete(PCC)slurry shall not be allowed to enter storm drains or watercourses.
Saw-cut residue should not be left on the surface of pavement or be allowed to flow over or off pavement.
The project may require the use of multiple Concrete Wash Areas. The Concrete Wash Areas will be located
in an area where the likelihood of the area contributing to storm water discharges is negligible. If required,
additional BMPs must be implemented to prevent concrete wastes from contributing to storm water
discharges.
5.4.6 Material5torage
Storm Water Pollution Prevention Plan
17
Construction materials shall be stored in a dedicated staging area. The staging area shall be located in an
area that minimizes the impacts of the construction materials effecting storm water quality.
Chemicals, paints, solvents, fertilizers, and other toxic material must be stored in waterproof containers.
Except during application, the contents must be kept in proper storage facilities. Runoff containing such
material must be collected, removed from the site,treated, and disposed of at an approved solid waste or
chemical disposal facility.
5.4.7 Protecting Vegetation During Construction
Protection of trees,shrubs,ground cover and other vegetation from damage by construction equipment is
important to preserved existing vegetation determined to be important for soil erosion control, water
quality protection,shade,screening,buffers,wildlife habitat,wetland protection and other values.
Soil placement over existing tree and shrub roots will be limited to a maximum of 3 inches. Lowering of
grade will begin no closer than the dripline of the tree. For narrow-canopied trees and shrubs, the stem
diameter in inches is converted to feet and doubled such that a 10-inch tree should be protected to 20 feet.
Construction of sturdy fences or barriers around valuable vegetation will be completed for protection from
construction equipment.
Storm Water Pollution Prevention Plan
18
6.0 POST-CONSTRUCTION STORMWATER CONTROLS
The goal of this Storm Water Management Plan is to analyze the peak rate of runoff under pre-development and
post-development conditions, to maintain the pre-development rate of runoff to minimize impacts to adjacent or
downstream properties,and to minimize the impact to the quality of runoff exiting the site.
The proposed project will require a SWPPP in which post-construction storm water management practices are
necessary as the project will result in greater than one (1) acre of soil disturbance. The NYSSMDM details water
quality and water quantity objectives to be met by projects requiring a SWPPP with post-construction storm water
controls. These objectives will be met by applying storm water control practices to limit peak runoff rates and
improve the quality of runoff leaving the developed site. The subsequent sections discuss the basis of design and
regulatory requirements for the permanent storm water features associated with the proposed construction.
6.1 New Development and Redevelopment Justification
6.1.1 New Development Project Requirements
New development can result in changes to the runoff volume, flow rates, timing of runoff, and habitat
destruction and degradation of receiving waterbodies. For construction projects that include new
development,the stormwater management practices must be designed in accordance with Chapters 4 and
6 of the NYSSMDM, which are intended to aid in the reduction of stormwater effects from a newly
developed area on downstream conditions.
The proposed new development conditions of the project result in an increase of approximately 0.30 acres
of impervious coverage over the 0.75-acre project site.
6.1.1 Redevelopment Project Definition and Requirements
The NYSSMDM defines a redevelopment activity as disturbance and reconstruction of existing impervious
surfaces, including impervious surfaces that were removed within the last five (5) years. Redevelopment
projects utilize alternate sizing and design criteria because of the need to connect to existing infrastructure
at set elevations, surrounding land uses, underground facilities (including but not limited to utilities),
previously disturbed and highly compacted soils, and contaminated soils which can dictate that standard
designs would need to be modified and could escalate project costs. This leeway is provided for
redevelopment projects to provide an opportunity for an applicant to reduce impervious coverage of the
site, utilize existing infrastructure, resolve existing site issues, and reduce pollutant discharges into the
community's storm water collection,conveyance,and treatment system.
Section 9 of the NYSSMDM recognizes that the redevelopment of previously developed sites is encouraged
to protect watersheds as it often provides an opportunity to conserve natural resources in less impacted
areas by targeting development to areas with existing services and infrastructure. In addition,
redevelopment activities allow for correction of existing problems and reduce pollutant discharge from
previously developed areas without effective storm water pollution controls.
The work involves the disturbance of approximately 0.42 acres of existing impervious,which is defined as
a redevelopment activity.
Storm Water Pollution Prevention Plan
19
6.2 Storm Water Management Planning
The storm water practices listed in Section 6 of the NYSSMDM were reviewed for selection of SMPs to meet water
quality treatment goals.The following existing site constraints were taken into consideration in the determination
of appropriate practices to be implemented on site:
• Implemented practices cannot adversely impact existing structures and utilities.
• Poor infiltration throughout the site limits feasibility of practices in that area.
• The proposed conditions need to mimic the existing runoff patterns to the extent practicable.
The NYSSMDM includes a five-step process that involves site planning and SMP selection.The five(5)steps include:
• Site planning to preserve natural features and reduce impervious cover;
• Calculation of the Water Quality Volume(WQv)for the project area;
• Incorporation of runoff reduction techniques and Standard SMPs with Runoff Reduction Volume (RRv)
capacity;
• Use of Standard SMPs where applicable, to treat the portion of WQv not addressed by runoff reduction
techniques and Standard SMPs with RRv capacity; and
• Design of volume and peak rate control (where required).
Section 4.3 of the NYSSMDM states, "Runoff reduction shall be achieved by infiltration, groundwater recharge,
reuse, recycle, evaporation/evapotranspiration of 100 percent of the post-development water quality volume to
replicate pre-development hydrology by maintaining pre-construction infiltration, peak runoff flow, discharge
volume, as well as minimizing concentrated flow by using runoff control techniques to provide treatment in a
distributed manner before runoff reaches the collection system."
A storm water management plan must demonstrate that green infrastructure planning and design options were
evaluated to meet the runoff reduction requirement. The NYSSMDM details acceptable runoff reduction techniques
as follows:
Storm Water Pollution Prevention Plan
20
Conservation of Natural Areas: Retain the pre-development hydrologic and water quality characteristics of
undisturbed natural areas,stream and wetland buffers by restoring and/or permanently conserving these areas
on site. No areas are proposed to be put into a conservation easement as the site does not have a contiguous
land tract that meets the requirements specified in the SMDM for application of this practice.
Sheetflow to Riparian Buffers or Filter Strips: Undisturbed natural areas such as forested conservation areas and
stream buffers or vegetated filter strips and riparian buffers can be used to treat and control storm water runoff
from some areas of a development project. Riparian buffers are not present on the site and therefore this
practice is not utilized.
Ve�etated Open Swale: The natural drainage paths, or properly designed vegetated channels, can be used
instead of constructing underground storm sewers or concrete open channels to increase time of concentration,
reduce the peak discharge, and provide infiltration. This practice is not planned for this project due to site
constraints.
Tree Planting/Tree Box: Plant or conserve trees to reduce storm water runoff, increase nutrient uptake, and
provide bank stabilization.Trees can be used for applications such as landscaping, storm water management
practice areas,conservation areas and erosion and sediment control.This practice is not planned for this project.
Disconnection of Rooftop Runoff: Rooftop runoff is collected and directed to storm water treatment systems on
site.This practice is not being utilized.
Stream Daylightin�for Redevelopment Prolects:Stream daylight previously-culverted/piped streams to restore
natural habitats, better attenuate runoff by increasing the storage size, promoting infiltration,and help reduce
pollutant loads.No previously culverted streams are present within the project limits,and therefore this practice
cannot be utilized.
Rain Garden: Manage and treat small volumes of storm water runoff using a conditioned planting soil bed and
planting materials to filter runoff stored within a shallow depression.This practice is not planned for this project.
Green Roof: Capture runoff by a layer of vegetation and soil installed on top of a conventional flat or sloped
roof. The rooftop vegetation allows evaporation and evapotranspiration processes to reduce volume and
discharge rate of runoff entering conveyance system. This practice is utilized for this project and is sized
correctly.
Storm water Planter: Small landscaped storm water treatment devices that can be designed as infiltration or
filtering practices. Storm water planters use soil infiltration and biogeochemical processes to decrease storm
water quantity and improve water quality.This practice is being utilized as buildings are within the project limits.
Rain Tank/Cistern:Capture and store storm water runoff to be used for irrigation systems or filtered and reused
for non-contact activities.This practice is not planned for this project due to lack of irrigatable lands adjacent to
the project site.
Porous Pavement: Pervious types of pavements that provide an alternative to conventional paved surfaces,
designed to infiltrate rainfall through the surface,thereby reducing storm water runoff from a site and providing
some pollutant uptake in the underlying soils.This practice is not planned for this project due to poor infiltration
rates.
Storm Water Pollution Prevention Plan
21
New development projects that cannot achieve 100%runoff reduction of the required Water Quality Volume(WQv),
must at a minimum, reduce a percentage of the runoff from impervious areas to be constructed within the project
area. The percent reduction is based on the HSG of the site and is determined by the Specific Reduction Factor(S).
Table 6-1 lists the specific reduction factors for each HSG soil type:
Table 6-1
RRv Reduction by Soil Type
HSG Soil Type Specific Reduction Factor(S)
A 0.55
B 0.40
C 0.30
D 0.20
6.3 Stormwater Management Practice (SMP) Selection
Storm water runoff from the project will be collected and conveyed to the storm water control system(s)described
herein through a network of closed storm water conveyance systems and sheetflow.These practices were chosen
to have the greatest benefit to the storm water management goals of the project considering site constraints and
soil conditions.
Stormwater Planter(RR-7):
Stormwater Planters are small, landscaped Stormwater treatment devices that can be placed above or below
ground and can be designed as infiltration or filtering practices. Stormwater planters use soil infiltration and
biogeochemical processes to decrease stormwater quantity and improve water quality.
Green Roof(RR-10):
Green Roofs consist of a layer of vegetation and soil installed on top of a conventional flat or sloped roof. The
rooftop vegetation captures rainwater allowing evaporation and evapotranspiration processes to reduce the
amount of runoff entering downstream systems, reducing stormwater runoff volumes and attenuation peak
flows.
Under�round Infiltration Svstem (I-5):
Most proprietary storm water management infiltration practices operate similarly to traditional infiltration
basins (NYSDEC design variant I-2). These safe practices reduce runoff volume, remove fine sediment and
associated pollutants, recharge groundwater, and provide partial attenuation of peak flows for storm events
equal to or less than the design storm. Infiltration practices are appropriate for small drainage areas, but can
also be used for larger multiple lot applications, in contrast to rain gardens and dry wells, which are primarily
intended for single lots.
Proprietary storm water management infiltration systems are designed to capture and infiltrate the water
quality volume,but do not retain a permanent pool. These systems are typically designed to infiltrate the water
quality volume as well as to provide detention above the infiltration zone to attenuate peak volumes of larger
storm events to meet flood control requirements. This system is strictly used for water quantity because of the
poor drainage throughout the project site.
Storm Water Pollution Prevention Plan
22
6.4 Storm Water Quality Analysis
Storm water runoff from impervious surfaces is recognized as a potential significant contributor of pollution that can
adversely affect the quality of receiving water bodies.Therefore, treatment of storm water runoff is important as
most runoff related water quality contaminants are transported from land, particularly the impervious surfaces,
during the initial stages of storm events.
6.4.1 NYSDEC Requirements- Water Quality Volume(WQv)
The NYSSMDM requires that water quality treatment be provided for the initial flush of runoff from every
storm. The NYSDEC refers to the amount of runoff to be treated as the "Water Quality Volume" (WQv),
which ensures that practices are sized to runoff generated from the entire 90t" percentile rain event.This
essentially means that a practice sized using the WQv will capture and treat 90%of all 24-hour rain events.
Section 4.2 of the manual defines the Water Quality Volume for new development projects,which is directly
related to the amount of impervious cover of a site,as follows:
WQ� _ L�P)�Rv)�A)�
12
Where:
WQv=Water quality volume(acre-feet)
P=90%Rainfall Event(inches),obtained from Figure 4.1 in the NYSSMDM
Rv=0.05+0.009(I),where I is percent impervious cover
A=Contributing Area in Acres
The calculated WQv for the new development project area within the project boundary 0.026 ac-ft.
For redevelopment projects,Section 9 of the NYSSMDM provides four approaches to providing the required
stormwater quality treatment:
I. Reduction of existing impervious cover by a minimum of 25% of the total disturbed impervious
area.
II. Treatment of a minimum of 25%of the WQv from the disturbed,impervious area that is captured
and treated by the implementation of standard SMPs or reduced by application of green
infrastructure techniques.
I II. Use of alternative SMPs to treat 75%of the WQv.
IV. Use of a combination of the above options using the following equation:
%WQv treatment by Alternative practice=(25-(%IC reduction +%WQv treatment by SMP+
%runoff reduction)) * 3
This project utilizes Approach II above to provide the required minimum WQv for the redevelopment
portion of the project,which is calculated to be 0.009 ac-ft.
is�.����_.���. Full calculations are included in Appendix J.
6.4.2 NYSDEC Requirements-Runoff Reduction Volume(RRv)
The equation below is used to determine the minimum RRv for new development projects. Although
encouraged, meeting the RRv sizing criteria is not required for areas considered redevelopment activities.
RRv — L�P)�Rv *)�Al)�
12
Storm Water Pollution Prevention Plan
23
Where:
RRv= Minimum Runoff Reduction Volume(acre-feet)
P=90%Rainfall Event(inches)
Rv*=0.05+0.009(I),where I is 100%impervious
Ai= Impervious cover targeted for runoff reduction,and Ai=(S)(Aic)
S=Specific Runoff Reduction Factor(per HSG)
Aic=Total area of new impervious cover(acres)
The minimum RRv for the project,a redevelopment project with increased impervious area,is calculated
to be 0.014 ac-ft.Calculations for the minimum RRv are included in Appendix J.
6.4.3 Project Specific WQv and RRv Approach
The project proposes to utilize a green roof and stormwater planters to achieve 0.035 ac-ft of runoff
reduction (RRv).The total RRv reduces the full amount of WQv required to be treated,providing an excess
of 0.001 ac-ft of RRv through the infiltration practices.Table 6-2 below summarizes the required minimum
WQv and RRv for the project. Refer to Table 6-4 on the following page for a summary of the RRv and WQv
achieved by the stormwater management practices proposed.
Table 6-2
Calculated WQv&RRv Summary
Redevelopment New Development Total Minimum WQv Minimum RRv
WQv(ac-ft) WQv(ac-ft) Required(ac-ft) Required(ac-ft)
0.009 0.025 0.036 0.014
Storm Water Pollution Prevention Plan
24
Table 6-3
Water Quality Volume(WQv)and Runoff Reduction Volume(RRv)Summary
Minimum WQv Required (ac-ft)
Minimum RRv Required (ac-ft)
Provided Stormwater Management Practice(SMP)Capacities
Area Reduction Practices DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Conservation of Natural Areas RR-1
Sheetflow to Riparian Buffers/Filter Strips RR-2
Tree Planting/Tree Box RR-3
Disconnection of Rooftop Runoff RR-4
Green Infrastructure Runoff Reduction Techniques DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Vegetated Swale RR-5
Rain Garden RR-6
Stormwater Planter RR-7 0.008 N/A
Rain Barrel/Cistern RR-S
Porous Pavement RR-9
Green Roof RR-10 0.027 N/A
Standard SMPs with Runoff Reduction Capacity DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Infiltration Trench I-1
Infiltration Basins I-2
Dry Well I-3
Underground Infiltration System I-5
Bioretention& Infiltration Bioretention (total) F-5
Dry Swales(total) O-2
Standard SMPs
DEC Ref. RRv Provided WQv Provided(not
No. (ac-ft) reduced)(ac-ft)
Micropool Extended Detention P-1
Wet Pond—The Water Hole(existing) P-2
Wet Extended Detention P-3
Multiple Pond System P-4
Pocket Pond P-5
Surface Sand Filter F-1
Underground Sand Filter F-2
Perimeter Sand Filter F-3
Organic Filter F-4
Shallow Wetland W-1
Extended Detention Wetland W-2
Pond/Wetland System W-3
Pocket Wetland W-4
Wet Swale O-2
Sum of SMPs RRv Provided WQv Provided(not
(ac-ft) reduced)(ac-ft)
Total Provided 0.035 0.035
Total Sum of RRv and WQv Provided
Storm Water Pollution Prevention Plan
25
6.4.4 Water Quality Performance Summary
Table 6-4 below summarizes the contributing area, impervious cover, runoff reduction and water quality
treatment methods proposed.With the proposed water quality control and runoff reduction practices,the
NYS water quality requirements have been met. The proposed project plans to reduce the WQv through
RRv practices.Therefore,we conclude that the project should not have a significant adverse impact on the
quality of the receiving waters.
Table 6-4
Summary of WQv Practices
Contributing Contributing Treated WQv
Design NYSDEC RRv
SWM Practice Drainage Area Impervious (not
Point Ref.No. Provided
(ac) Area(ac) reduced)
1 Stormwater Planter RR-7 13670 SF 031 ac 1190 cf N/A
0.31 ac 0.027 af
1 Green Roof RR-10 5185 sf 0.12 ac 329.8 cf N/A
0.12 ac 0.008
Total Provided RRv+WQv 1520 cf
0.035 af
6.5 Storm Water Quantity Analysis
This report presents the pre-development and post-development features and conditions associated with the rate
of surface water runoff within the study area. For both cases,the drainage patterns,drainage structures,soil types,
and ground cover types are considered in this study.
6.5.1 NYSDEC Requirements
The NYSSMDM requires that projects meet three separate stormwater quantity criteria:
1. The Channel Protection (CPv) requirement is designed to protect stream channels from erosion. This
is accomplished by providing 24 hours of extended detention for the 1-year,24-hour storm event. The
NYSSMDM defines the CPv detention time as the center of mass detention time through each
stormwater management practice.
2. The Overbank Flood Control(Qp) requirement is designed to prevent an increase in the frequency and
magnitude of flow events that exceed the bank-full capacity of a channel,and therefore must spill over
into the floodplain. This is accomplished by providing detention storage to ensure that,at each design
point,the post-development 10-year 24-hour peak discharge rate does not exceed the corresponding
pre-development rate.
3. The Extreme Flood Control (Qf) requirement is designed to prevent the increased risk of flood damage
from large storm events,to maintain the boundaries of the pre-development 100-year floodplain,and
to protect the physical integrity of stormwater management practices. This is accomplished by
providing detention storage to ensure that, at each design point, the post-development 100-year 24-
hour peak discharge rate does not exceed the corresponding pre-development rate.
6.5.2 Methodology
In order to demonstrate that detention storage requirements are being met,the NYSSMDM requires that
a hydrologic and hydraulic analysis of the pre-development and post-development conditions be performed
using the Natural Resources Conservation Service Technical Release 20 (TR-20) and Technical Release 55
(TR-55) methodologies. HydroCAD, developed by HydroCAD Software Solutions LLC of Tamworth, New
Hampshire, is a Computer-Aided-Design (CAD) program for analyzing the hydrologic and hydraulic
Storm Water Pollution Prevention Plan
26
characteristics of a given watershed and associated stormwater management facilities. HydroCAD uses the
TR-20 algorithms and TR-55 methods to create and route runoff hydrographs.
HydroCAD has the capability of computing hydrographs (which represent discharge rates characteristic of
specified watershed conditions, precipitation, and geologic factors) combining hydrographs and routing
flows though pipes,streams and ponds. HydroCAD can also calculate the center of mass detention time for
various hydraulic features. Documentation for HydroCAD can be found on their website:
http://www.hyd rocad.net/.
For this analysis, the watershed and drainage system was broken down into a network consisting of four
(4)types of components as described below:
1. Subcatchment: A relatively homogeneous area of land, which produces a volume and rate of runoff
unique to that area.
2. Reach: Uniform streams,channels,or pipes that convey stormwater from one point to another.
3. Pond: Natural or man-made impoundment, which temporarily stores stormwater runoff and empties
in a manner determined by its geometry and the hydraulic structure located at its outlets. Catch basins
and manholes are also modeled as a pond, but do not have associated storage volumes.
4. Link:A multi-purpose mechanism used to introduce a hydrograph from another file.
Subcatchments, reaches, ponds and links are represented by hexagons, squares, triangles, and broken
boxes respectively, on the watershed routing diagrams provided with the computations included for pre-
development and post-development conditions in Appendix H and Appendix I,respectively.
The analysis of hydrologic and hydraulic conditions of the pre-development and post-development of the
site was performed by dividing the tributary watershed into relatively homogeneous subcatchments. The
separation of the project area into subcatchments was dictated by watershed conditions, methods of
collection, conveyance, points of discharge and topography. Watershed characteristics for each
subcatchment were then assessed from United States Geological Service (USGS) 7.5-minute topographic
maps,aerial photographs,a topographical survey,soil surveys,site investigations,and land use maps.
Proposed stormwater management facilities were designed and evaluated in accordance with the NYS
Stormwater Management Design Manual and local regulatory requirements.The hydrologic and hydraulic
analysis considered the SCS,Type II 24-hour storm events identified in Table 6-5.
Table 6-5
Design Storm Events
Facility 24-Hour Storm Event
1-year
Stormwater Management
Practices 10-year
100-yea r
Flood Conditions 100-year
6.5.3 Pre-development Watershed Conditions and Design Points
The project area consists of approximately 0.75 acres. The total disturbance of the project will include
approximately 0.75 acres. The existing site consists of concrete sidewalks and maintained green space.
Stormwater within the project area is currently conveyed via overland flow to an unclassified stream in the
southeast portion of the site.
In order to compare pre-development and post-development runoff conditions as a result of the proposed
work,an unclassified stream was selected and defined as the Design Point(DP). Descriptions of the selected
design point is provided as follows:
Storm Water Pollution Prevention Plan
27
Desi�n Point 1(DP1)
Design Point 1 is catch basin northwest of the project site. Stormwater from the project site will be
directed through the green roof, into the stormwater planters, then through the underground
detention system for water retention. The location of DP1 is identified in the maps provided in
Appendices H and I.
Desi�n Point 2(DP2)
Design Point 2 is catch basin northeast of the project site. Stormwater from the project site will be
directed through stormwater infrastructure. The location of DP1 is identified in the maps provided in
Appendices H and I.
The Pre-Development Watershed Delineation Maps have been provided in Appendix H.The results of the
computer modeling used to analyze the overall watershed under pre-development conditions are
presented in Appendix H. A summary of the pre-development watershed runoff rates at each design point
is presented in Table 6-7.
6.5.4 Post-development Watershed Conditions
The hydrology of the post-development project site differs from the existing conditions due to installation
of impervious areas and new storm water collection practices. The contributing post-development
watershed area was divided into three (3) subcatchments. Flow throughout the site will be conveyed via
green roofs and stormwater planters. Pretreatment is not required using these green infrastructure
practices.
This stormwater management practice has been designed to provide quantity controls by attenuating
stormwater runoff and releasing runoff that cannot be infiltrated to off-site locations at a rate equal to or
less than that which existed prior to development of the site. The results of the computer modeling used
to analyze the overall watershed under post-development conditions are presented in Appendix I. A
summary of the post-development watershed runoff rates at the design point is presented in Table 6-7.
6.5.5 Water Quantity Performance Summary
A comparison of the pre- and post-development watershed conditions for the project was performed for
the design point and storm events evaluated herein. For the total site discharge rates, this comparison
demonstrates that the peak rate of runoff will not be increased.Therefore,the project should not have a
significant adverse impact on the adjacent or downstream properties or receiving water courses.
The results of the computer modeling used to analyze the pre- and post-development watersheds are
presented in Appendix H and Appendix I, respectively.Table 6-6 summarizes the results of this analysis.
Design 1-year 24 Hour 10-year 24 Hour 100-year 24 Hour
Points Description Event Event Event
(DP) Pre- Post- Pre- Post- Pre- Post-
Unnamed
1 Stream 0.26 0.17 1.33 0.75 3.65 2.89
2 Unnamed 0.07 0.07 0.12 0.12 0.21 0.21
Stream
Storm Water Pollution Prevention Plan
28
7.0 INSPECTIONS, MAINTENANCE, AND REPORTING
7.1 Inspection and Maintenance Requirements
7.1.1 Pre-Construction Inspection and Certification
Prior to the commencement of construction, the Owner's/Operator's Engineer or the Qualified Inspector
shall conduct an assessment of the site and certify that the appropriate erosion and sediment control
measures have been adequately installed and implemented. The Contractor shall contact the
Owner's/Operator's Engineer once the erosion and sediment control measures have been installed.
7.1.2 Construction Phase Inspections and Maintenance
A Qualified Inspector, as defined in Appendix A of the General Permit GP-0-20-001, shall conduct regular
site inspections between the time this SWPPP is implemented and final site stabilization. Site inspections
shall occur at an interval of one every seven (7) calendar days.
The purpose of site inspections is to assess performance of pollutant controls. Based on these inspections,
the qualified inspector will decide whether it is necessary to modify this SWPPP, add or relocate sediment
barriers,or whatever else may be needed in order to prevent pollutants from leaving the site via stormwater
runoff. The general contractor has the duty to cause pollutant control measures to be repaired, modified,
maintained,supplemented,or whatever else is necessary in order to achieve effective pollutant control.
Examples of particular items to evaluate during site inspections are listed below. This list is not intended to
be comprehensive. During each inspection the inspector must evaluate overall pollutant control system
performance as well as particular details of individual system components. Additional factors should be
considered as appropriate to the circumstances.
1. Locations where vehicles enter and exit the site must be inspected for evidence of off-site sediment
tracking. A stabilized construction entrance will be constructed where vehicles enter and exit. This
entrance will be maintained or supplemented as necessary to prevent sediment from leaving the site
on vehicles.
2. Sediment barriers must be inspected and, if necessary, they must be enlarged or cleaned in order to
provide additional capacity. The material from behind sediment barriers will be stockpiled on the up
slope side. Additional sediment barriers must be constructed as needed.
3. Inspections will evaluate disturbed areas and areas used for storing materials that are exposed to
rainfall for evidence of,or the potential for, pollutants entering the drainage system. If necessary,the
materials must be covered or original covers must be repaired or supplemented. Also, protective
berms must be constructed, if needed, in order to contain runoff from material storage areas.
4. Grassed areas will be inspected to confirm that a healthy stand of grass is maintained. The site has
achieved final stabilization once areas are covered with building foundation or pavement, or have a
stand of grass with at least 80 percent density. The density of SO percent or greater must be maintained
to be considered as stabilized. Areas must be watered,fertilized, and reseeded as needed to achieve
this goal.
5. All discharge points must be inspected to determine whether erosion control measures are effective in
preventing significant impacts to receiving waters.
The inspection reports must be completed and additional remarks should be included if needed to fully
describe a situation. An important aspect of the inspection report is the description of additional measures
that need to be taken to enhance plan effectiveness. The inspection report must identify whether the site
was in compliance with the SWPPP at the time of inspection and specifically identify incidents of non-
compliance.
Storm Water Pollution Prevention Plan
29
Within one (1) business day of the completion of an inspection, the qualified inspector shall notify the
Owner/Operator and appropriate contractor(or subcontractor)of corrective actions that need to be taken.
The contractor (or subcontractor) shall begin implementing corrective actions within one business day of
this notification and shall complete the corrective actions in a reasonable time frame.
In addition to the inspections performed by the Qualified Inspector,the Trained Contractor, as defined in
Appendix A of the General Permit GP-0-20-001, shall perform daily inspections that include a visual check
of erosion and sediment practices and pollution prevention measures. Inspections and maintenance shall
be performed in accordance with the inspection and maintenance schedule provided on the accompanying
plans. Sediment removed from erosion and sediment control measures will be exported from the site,
stockpiled for later use,or used immediately for general non-structural fill.
It is the responsibility of the general contractor to assure the adequacy of site pollutant discharge controls.
Actual physical site conditions or contractor practices could make it necessary to install more structural
controls than are shown on the accompanying plans. (For example,localized concentrations of runoff could
make it necessary to install additional sediment barriers.) Assessing the need for additional controls and
implementing them or adjusting existing controls will be a continuing aspect of this SWPPP until the site
achieves final stabilization. Should the Trained Contractor or the Qualified Inspector determine that the
measures provided at the site should be modified or new measures should be added,the owner or operator
must promptly notify NYSDEC. Modifications to permanent stormwater facilities are not allowed during
construction without the necessary Town/City, Owner, MS4, and/or NYSDEC approvals and project
amendments; however, construction phase stormwater erosion and sediment controls are subject to
modification if required by the responsible qualified professional. The contractor's failure to monitor or
report deficiencies may result in a Notice of Violation (NOV)or formal enforcement from NYSDEC.
7.1.3 Temporary Suspension of Construction Activities
For construction sites where soil disturbance activities have been temporarily suspended (e.g. Winter
Shutdown) and temporary stabilization measures have been applied to disturbed areas, the frequency of
Qualified Inspector inspections can be reduced to once every 30 calendar days. Prior to reducing the
frequency of inspections, the Owner/Operator shall notify the NYSDEC Region 1 stormwater contact in
writing at the following address:
NYSDEC Region 5
1115 NYS Rt.86
Ray Brook, NY 12977
Phone: (518)-897-1200
7.1.4 Partial Project Completion
For construction sites where soil disturbance activities have been shut down with partial project
completion, areas disturbed as of the project shutdown date have achieved final stabilization, and post-
construction stormwater management practices required for the completed portion of the project have
been constructed in conformance with the SWPPP and are operational,the Qualified Inspector inspections
can stop. Prior to the shutdown,the Owner/Operator shall notify the NYSDEC Region 7 stormwater contact
person noted in Section 7.13 (above) in writing.
If soil disturbance activities have not resumed within two years from the date of shutdown, a Notice of
Termination (NOT)shall be properly completed and submitted to the NYSDEC.
Storm Water Pollution Prevention Plan
30
7.1.5 Post-Construction Inspection and Maintenance
Inspections and maintenance of post-construction stormwater management practices shall be performed
in accordance with Appendix F,when disturbed areas are stabilized and stormwater management systems
are in place and operable.
7.2 Reporting Requirements
7.2.1 Inspection and Maintenance Reports
Inspection/maintenance reports shall be prepared prior to and during construction in accordance with the
schedule outlined herein and in the SPDES General Permit GP-0-20-001 Part IV.C.2. The reports shall be
prepared to identify and document the maintenance of the erosion and sediment control measures. A
sample inspection form is provided in Appendix D.
Specifically,each inspection shall record the following information:
1. Date and time of inspection.
2. Name and title of person(s)performing inspection.
3. A description of the weather and soil conditions(e.g.dry,wet,saturated)at the time of the inspection.
4. A description of the condition of the runoff at the points of discharge (including conveyance systems
and overland flow) from the construction site. This shall include identification of discharges of
sediment from the construction site.
5. A description of the condition of the natural surface water bodies located within, or immediately
adjacent to the property boundaries of the construction site which receive runoff from disturbed areas.
This shall include identification of discharges of sediment to the surface water body.
6. Identification of erosion and sediment control practices that need repair or maintenance.
7. Identification of erosion and sediment control practices that were not installed properly or are not
functioning as designed and need to be reinstalled or repaired.
8. Description and sketch of areas that are disturbed at the time of the inspection and areas that have
been stabilized (temporary and/or final)since the last inspection.
9. Current phase of construction of post-construction stormwater management practices and
identification of construction that is not in conformance with the SWPPP and technical standards.
10. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment
control practices; and to correct deficiencies identified with the construction of the post-construction
stormwater management practice(s).
11. Digital photographs,with date and time stamp,which show the condition of practices that have been
identified as needing corrective action or have undergone corrective action, must be attached to the
associated inspection report.
7.2.2 Site Log Book
The Owner/Operator shall retain a copy of the SWPPP required by NYSDEC SPDES General Permit GP-0-20-
001 at the construction-site from the date of initiation of construction activities to the date of final
stabilization.
During construction, the Owner's/Operator's Engineer shall maintain a record of the SWPPP inspection
reports at the site in the Site Log Book. The Site Log Book shall be maintained on-site and made available
to the permitting authority.
Storm Water Pollution Prevention Plan
31
7.2.3 Post Construction Records and Archiving
Following construction, the Owner/Operator shall retain copies of the SWPPP, the complete construction
Site Log Book,and records of the data used to complete the NOI to be covered by this permit,for a period
of at least five years from the date that the site is finally stabilized. This period may be extended by the
NYSDEC,at its sole discretion,upon written notification.
Records shall be maintained for the post-construction inspections and maintenance work performed in
accordance with the requirements outlined in Appendix F.
Storm Water Pollution Prevention Plan
32
Appendix A
NYSDEC SPDES General Permit GP-0-20-001
Stormwater Pollution Prevention Plan
A
l�i�'1�'8�`C'��1lt ����1�1'��I����
���������� �����"�����t���
�����������
NEW YORK STATE
DEPARTMENT OF ENVIRONMENTAL CONSERVATION
SPDES GENERAL PERMIT
FOR STORMWATER DISCHARGES
From
CONSTRUCTION ACTIVITY
Permit No. GP- 0-20-001
Issued Pursuant to Article 17, Titles 7, 8 and Article 70
of the Environmental Conservation Law
Effective Date: January 29, 2020 Expiration Date: January 28, 2025
John J. Ferguson
Chief Permit Administrator
--�--- ��, f` `2 �' �- �.-�
uthorized Signature Dafe
Address: NYS DEC
Division of Environmental Permits
625 Broadway, 4th Floor
Albany, N.Y. 12233-1750
PREFACE
Pursuant to Section 402 of the Clean Water Act ("CWA"), stormwater discharges
from certain construction activities are unlawful unless they are authorized by a National
Pollutant Discharge Elimination System ("NPDES") permit or by a state permit program.
New York administers the approved State Pollutant Discharge Elimination System
(SPDES) program with permits issued in accordance with the New York State
Environmental Conservation Law (ECL) Article 17, Titles 7, 8 and Article 70.
An owner or operator of a construction activity that is eligible for coverage under
this permit must obtain coverage prior to the commencement of construction activity.
Activities that fit the definition of "construction activity', as defined under 40 CFR
122.26(b)(14)(x), (15)(i), and (15)(ii), constitute construction of a point source and
therefore, pursuant to ECL section 17-0505 and 17-0701, the owner or operator m ust
have coverage under a SPDES permit prior to commencing construction activity. The
owner or operator cannot wait until there is an actual discharge from the construction site
to obtain permit coverage.
*Note: The italicized words/phrases within this permit are defined in Appendix A.
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES
Table of Contents
Part 1. PERMIT COVERAGE AND LIMITATIONS.............................................................1
A. Permit Application .................................................................................................1
B. Effluent Limitations Applicable to Discharges from Construction Activities ...........1
C. Post-construction Stormwater Management Practice Requirements ....................4
D. Maintaining Water Quality.....................................................................................8
E. Eligibility Under This General Permit.....................................................................9
F. Activities Which Are Ineligible for Coverage Under This General Permit ..............9
Part II. PERMIT COVERAGE...........................................................................................12
A. How to Obtain Coverage.....................................................................................12
B. Notice of Intent (NOI) Submittal ..........................................................................13
C. Permit Authorization............................................................................................13
D. General Requirements For Owners or Operators With Permit Coverage ...........15
E. Permit Coverage for Discharges Authorized Under GP-0-15-002.......................17
F. Change of Owner or Operator.............................................................................17
Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)...........................18
A. General SWPPP Requirements ..........................................................................18
B. Required SWPPP Contents ................................................................................20
C. Required SWPPP Components by Project Type.................................................24
Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS .....................................24
A. General Construction Site Inspection and Maintenance Requirements ..............24
B. Contractor Maintenance Inspection Requirements .............................................24
C. Qualified Inspector Inspection Requirements......................................................25
Part V. TERMINATION OF PERMIT COVERAGE ...........................................................29
A. Termination of Permit Coverage .........................................................................29
Part VI. REPORTING AND RETENTION RECORDS ......................................................31
A. Record Retention ................................................................................................31
B. Addresses ...........................................................................................................31
Part VII. STANDARD PERMIT CONDITIONS..................................................................31
A. Duty to Comply....................................................................................................31
B. Continuation of the Expired General Permit........................................................32
C. Enforcement........................................................................................................32
D. Need to Halt or Reduce Activity Not a Defense...................................................32
E. Duty to Mitigate ...................................................................................................33
F. Duty to Provide Information.................................................................................33
G. Other Information ................................................................................................33
H. Signatory Requirements......................................................................................33
I. Property Rights ...................................................................................................35
J. Severability..........................................................................................................35
K. Requirement to Obtain Coverage Under an Alternative Permit...........................35
L. Proper Operation and Maintenance ....................................................................36
M. Inspection and Entry ...........................................................................................36
N. Permit Actions.....................................................................................................37
O. Definitions ...........................................................................................................37
P. Re-Opener Clause ..............................................................................................37
Q. Penalties for Falsification of Forms and Reports.................................................37
R. Other Permits......................................................................................................38
APPENDIX A —Acronyms and Definitions .......................................................................39
Acro n ym s......................................................................................................................39
Definitions.....................................................................................................................40
APPENDIX B — Required SWPPP Components by Project Type ....................................48
Table1..........................................................................................................................48
Table2..........................................................................................................................50
APPENDIX C —Watersheds Requiring Enhanced Phosphorus Removal........................52
APPENDIX D —Watersheds with Lower Disturbance Threshold .....................................58
APPENDIX E — 303(d) Segments Impaired by Construction Related Pollutant(s) ...........59
APPENDIX F — List of NYS DEC Regional Offices ..........................................................65
(Part I)
Part 1. PERMIT COVERAGE AND LIMITATIONS
A. Permit Application
This permit authorizes stormwater discharges to surface waters of the State from
the following construction activities identified within 40 CFR Parts 122.26(b)(14)(x),
122.26(b)(15)(i) and 122.26(b)(15)(ii), provided all of the eligibility provisions of this
permit are met:
1. Construction activities involving soil disturbances of one (1) or more acres;
including disturbances of less than one acre that are part of a larger common
plan of development or sale that will ultimately disturb one or more acres of
land; excluding routine maintenance activity that is perFormed to maintain the
original line and grade, hydraulic capacity or original purpose of a facility;
2. Construction activities involving soil disturbances of less than one (1) acre
where the Department has determined that a SPDES permit is required for
stormwater discharges based on the potential for contribution to a violation of a
water quality standard or for significant contribution of pollutants to surface
waters of the State.
3. Construction activities located in the watershed(s) identified in Appendix D that
involve soil disturbances between five thousand (5,000) square feet and one
(1) acre of land.
B. Effluent Limitations Applicable to Discharges from Construction Activities
Discharges authorized by this permit must achieve, at a minimum, the effluent
limitations in Part I.B.1. (a) — (f) of this permit. These limitations represent the degree of
effluent reduction attainable by the application of best practicable technology currently
available.
1. Erosion and Sediment Control Requirements - The owner or operator must
select, design, install, implement and maintain control measures to minimize
the discharge of pollutants and prevent a violation of the water quality
standards. The selection, design, installation, implementation, and
maintenance of these control measures must meet the non-numeric effluent
limitations in Part I.B.1.(a) — (f) of this permit and be in accordance with the
New York State Standards and Specifications for Erosion and Sediment
Control, dated November 2016, using sound engineering judgment. Where
control measures are not designed in conformance with the design criteria
included in the technical standard, the owner or operator must include in the
Stormwater Pollution Prevention Plan ("SWPPP") the reason(s) for the
1
(Part 1.B.1)
deviation or alternative design and provide information which demonstrates that
the deviation or alternative design is equivalent to the technical standard.
a. Erosion and Sediment Controls. Design, install and maintain effective
erosion and sediment controls to minimize the discharge of pollutants and
prevent a violation of the waterqualitystandards. At a minimum, such
controls must be designed, installed and maintained to:
(i) Minimize soil erosion through application of runoff control and soil
stabilization control measure to minimize pollutant discharges;
(ii) Control stormwater discharges, including both peak flowrates and total
stormwater volume, to minimize channel and streambank erosion and
scour in the immediate vicinity of the discharge points;
(iii) Minimize the amount of soil exposed during construction activity;
(iv) Minimize the disturbance of steep slopes;
(v) Minimize sediment discharges from the site;
(vi) Provide and maintain natural buffers around surface waters, direct
stormwater to vegetated areas and maximize stormwater infiltration to
reduce pollutant discharges, unless infeasible;
(vii) Minimize soil compaction. Minimizing soil compaction is not required
where the intended function of a specific area of the site dictates that it
be compacted;
(viii) Unless infeasible, preserve a sufficient amount of topsoil to complete
soil restoration and establish a uniform, dense vegetative cover; and
(ix) Minimize dust. On areas of exposed soil, minimize dust through the
appropriate application of water or other dust suppression techniques
to control the generation of pollutants that could be discharged from
the site.
b. Soil Stabilization. In areas where soil disturbance activity has temporarily
or permanently ceased, the application of soil stabilization measures must
be initiated by the end of the next business day and completed within
fourteen (14) days from the date the current soil disturbance activity ceased.
For construction sites that directly discharge to one of the 303(d) segments
2
(Part 1.B.1.b)
listed in Appendix E or is located in one of the watersheds listed in
Appendix C, the application of soil stabilization measures must be initiated
by the end of the next business day and completed within seven (7) days
from the date the current soil disturbance activity ceased. See Appendix A
for definition of Temporarily Ceased.
c. Dewatering. Discharges from dewatering activities, including discharges
from dewatering of trenches and excavations, must be managed by
appropriate control measures.
d. Pollution Prevention Measures. Design, install, implement, and maintain
effective pollution prevention measures to minimize the discharge of
pollutants and prevent a violation of the water quality standards. At a
minimum, such measures must be designed, installed, implemented and
maintained to:
(i) Minimize the discharge of pollutants from equipment and vehicle
washing, wheel wash water, and other wash waters. This applies to
washing operations that use clean water only. Soaps, detergents and
solvents cannot be used;
(ii) Minimize the exposure of building materials, building products,
construction wastes, trash, landscape materials, fertilizers, pesticides,
herbicides, detergents, sanitary waste, hazardous and toxic waste, and
other materials present on the site to precipitation and to stormwater.
Minimization of exposure is not required in cases where the exposure
to precipitation and to stormwater will not result in a discharge of
pollutants, or where exposure of a specific material or product poses
little risk of stormwater contamination (such as final products and
materials intended for outdoor use) ; and
(iii) Prevent the discharge of pollutants from spills and leaks and
implement chemical spill and leak prevention and response
procedures.
e. Prohibited Discharges. The following discharges are prohibited:
(i) Wastewater from washout of concrete;
(ii) Wastewater from washout and cleanout of stucco, paint, form release
oils, curing compounds and other construction materials;
3
(Part 1.B.1.e.iii)
(iii) Fuels, oils, or other pollutants used in vehicle and equipment operation
and maintenance;
(iv) Soaps or solvents used in vehicle and equipment washing; and
(v) Toxic or hazardous substances from a spill or other release.
f. SurFace Outlets. When discharging from basins and impoundments, the
outlets shall be designed, constructed and maintained in such a manner
that sediment does not leave the basin or impoundment and that erosion at
or below the outlet does not occur.
C. Post-construction Stormwater Management Practice Requirements
1. The owner or operator of a construction activity that requires post-construction
stormwater management practices pursuant to Part III.C. of this permit must
select, design, install, and maintain the practices to meet the performance
criteria in the New York State Stormwater Management Design Manual
("Design Manual"), dated January 2015, using sound engineering judgment.
Where post-construction stormwater management practices ("SMPs") are not
designed in conformance with the performance criteria in the Design Manual,
the owner or operator must include in the SWPPP the reason(s) for the
deviation or alternative design and provide information which demonstrates that
the deviation or alternative design is equivalent to the technical standard.
2. The owner or operator of a construction activity that requires post-construction
stormwater management practices pursuant to Part III.C. of this permit must
design the practices to meet the applicable sizing criteria in Part I.C.2.a., b., c.
or d. of this permit.
a. Sizing Criteria for New Development
(i) Runoff Reduction Volume ("RRv"): Reduce the total Water Quality
Volume ("WQv") by application of RR techniques and standard SMPs
with RRv capacity. The total WQv shall be calculated in accordance
with the criteria in Section 4.2 of the Design Manual.
(ii) Minimum RRv and Treatment of Remaining Total WQv: Construction
activities that cannot meet the criteria in Part I.C.2.a.(i) of this permit
due to site limitations shall direct runoff from all newly constructed
impervious areas to a RR technique or standard SMP with RRv
capacity unless infeasible. The specific site limitations that prevent the
reduction of 100% of the WQv shall be documented in the SWPPP.
4
(Part LC.2.a.ii)
For each impervious area that is not directed to a RR technique or
standard SMP with RRv capacity, the SWPPP must include
documentation which demonstrates that all options were considered
and for each option explains why it is considered infeasible.
In no case shall the runoff reduction achieved from the newly
constructed impervious areas be less than the Minimum RRv as
calculated using the criteria in Section 4.3 of the Design Manual.
The remaining portion of the total WQv that cannot be reduced shall be
treated by application of standard SMPs.
(iii) Channel Protection Volume ("Cpv"): Provide 24 hour extended
detention of the post-developed 1-year, 24-hour storm event;
remaining after runoff reduction. The Cpv requirement does not apply
when:
(1) Reduction of the entire Cpv is achieved by application of runoff
reduction techniques or infiltration systems, or
(2) The site discharges directly to tidal waters, or fifth order or larger
streams.
(iv) Overbank Flood Control Criteria ("Qp"): Requires storage to attenuate
the post-development 10-year, 24-hour peak discharge rate (Qp) to
predevelopment rates. The Qp requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
(v) Extreme Flood Control Criteria ("Qf"): Requires storage to attenuate
the post-development 100-year, 24-hour peak discharge rate (Qf) to
predevelopment rates. The Qf requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
b. Sizing Criteria for New Development in Enhanced Phosphorus
Removal Watershed
(i) Runoff Reduction Volume (RRv): Reduce the total Water Quality
Volume (WQv) by application of RR techniques and standard SMPs
with RRv capacity. The total WQv is the runoff volume from the 1-year,
24 hour design storm over the post-developed watershed and shall be
5
(Part LC.2.b.i)
calculated in accordance with the criteria in Section 10.3 of the Design
Manual.
(ii) Minimum RRv and Treatment of Remaining Total WQv: Construction
activities that cannot meet the criteria in Part I.C.2.b.(i) of this permit
due to site limitations shall direct runoff from all newly constructed
impervious areas to a RR technique or standard SMP with RRv
capacity unless infeasible. The specific site limitations that prevent the
reduction of 100% of the WQv shall be documented in the SWPPP.
For each impervious area that is not directed to a RR technique or
standard SMP with RRv capacity, the SWPPP must include
documentation which demonstrates that all options were considered
and for each option explains why it is considered infeasible.
In no case shall the runoff reduction achieved from the newly
constructed impervious areas be less than the Minimum RRv as
calculated using the criteria in Section 10.3 of the Design Manual.
The remaining portion of the total WQv that cannot be reduced shall be
treated by application of standard SMPs.
(iii) Channel Protection Volume (Cpv): Provide 24 hour extended detention
of the post-developed 1-year, 24-hour storm event; remaining after
runoff reduction. The Cpv requirement does not apply when:
(1) Reduction of the entire Cpv is achieved by application of runoff
reduction techniques or infiltration systems, or
(2) The site discharges directly to tidal waters, or fifth order or larger
streams.
(iv) Overbank Flood Control Criteria (Qp): Requires storage to attenuate
the post-development 10-year, 24-hour peak discharge rate (Qp) to
predevelopment rates. The Qp requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
(v) Extreme Flood Control Criteria (Qf): Requires storage to attenuate the
post-development 100-year, 24-hour peak discharge rate (Qf) to
predevelopment rates. The Qf requirement does not apply when:
(1) the site discharges directly to tidal waters or fifth order or larger
streams, or
(2) A downstream analysis reveals that overbank control is not
required.
6
(Part LC.2.c)
c. Sizing Criteria for Redevelopment Activity
(i) Water Quality Volume (WQv): The WQv treatment objective for
redevelopment activity shall be addressed by one of the following
options. Redevelopment activities located in an Enhanced Phosphorus
Removal Watershed (see Part III.B.3. and Appendix C of this permit)
shall calculate the WQv in accordance with Section 10.3 of the Design
Manual. All other redevelopment activities shall calculate the WQv in
accordance with Section 4.2 of the Design Manual.
(1) Reduce the existing impervious cover by a minimum of 25% of the
total disturbed, impervious area. The Soil Restoration criteria in
Section 5.1.6 of the Design Manual must be applied to all newly
created pervious areas, or
(2) Capture and treat a minimum of 25% of the WQv from the disturbed,
impervious area by the application of standard SMPs; or reduce 25%
of the WQv from the disturbed, impervious area by the application of
RR techniques or standard SMPs with RRv capacity., or
(3) Capture and treat a minimum of 75% of the WQv from the disturbed,
impervious area as well as any additional runoff from tributary areas
by application of the alternative practices discussed in Sections 9.3
and 9.4 of the Design Manual., or
(4) Application of a combination of 1, 2 and 3 above that provide a
weighted average of at least two of the above methods. Application
of this method shall be in accordance with the criteria in Section
9.2.1(B) (IV) of the Design Manual.
If there is an existing post-construction stormwater management
practice located on the site that captures and treats runoff from the
impervious area that is being disturbed, the WQv treatment option
selected must, at a minimum, provide treatment equal to the treatment
that was being provided by the existing practice(s) if that treatment is
greater than the treatment required by options 1 — 4 above.
(ii) Channel Protection Volume (Cpv): Not required if there are no
changes to hydrology that increase the discharge rate from the project
site.
(iii) Overbank Flood Control Criteria (Qp): Not required if there are no
changes to hydrology that increase the discharge rate from the project
site.
(iv) Extreme Flood Control Criteria (Qf): Not required if there are no
changes to hydrology that increase the discharge rate from the project
site
7
(Part LC.2.d)
d. Sizing Criteria for Combination of Redevelopment Activity and New
Development
Construction projects that include both New Development and Redevelopment
Activity shall provide post-construction stormwater management controls that
meet the sizing criteria calculated as an aggregate of the Sizing Criteria in Part
I.C.2.a. or b. of this permit for the New Development portion of the project and
Part I.C.2.c of this permit for Redevelopment Activity portion of the project.
D. Maintaining Water Quality
The Department expects that compliance with the conditions of this permit will control
discharges necessary to meet applicable water quality standards. It shall be a violation
of the ECL for any discharge to either cause or contribute to a violation of waterquality
standards as contained in Parts 700 through 705 of Title 6 of the Official Compilation of
Codes, Rules and Regulations of the State of New York, such as:
1. There shall be no increase in turbidity that will cause a substantial visible contrast
to natural conditions;
2. There shall be no increase in suspended, colloidal or settleable solids that will
cause deposition or impair the waters for their best usages; and
3. There shall be no residue from oil and floating substances, nor visible oil film, nor
globules of grease.
If there is evidence indicating that the stormwater discharges authorized by this permit
are causing, have the reasonable potential to cause, or are contributing to a violation of
the water quality standards; the owner or operator must take appropriate corrective
action in accordance with Part IV.C.5. of this general permit and document in
accordance with Part IV.C.4. of this general permit. To address the water quality
standard violation the owner or operator may need to provide additional information,
include and implement appropriate controls in the SWPPP to correct the problem, or
obtain an individual SPDES permit.
If there is evidence indicating that despite compliance with the terms and conditions of
this general permit it is demonstrated that the stormwater discharges authorized by this
permit are causing or contributing to a violation of water quality standards, or if the
Department determines that a modification of the permit is necessary to prevent a
violation of water quality standards, the authorized discharges will no longer be eligible
for coverage under this permit. The Department may require the owner or operator to
obtain an individual SPDES permit to continue discharging.
8
(Part I.E)
E. Eligibility Under This General Permit
1. This permit may authorize all discharges of stormwater from construction
activity to surface waters of the State and groundwaters except for ineligible
discharges identified under subparagraph F. of this Part.
2. Except for non-stormwater discharges explicitly listed in the next paragraph,
this permit only authorizes stormwater discharges; including stormwater runoff,
snowmelt runoff, and surFace runoff and drainage, from construction activities.
3. Notwithstanding paragraphs E.1 and E.2 above, the following non-stormwater
discharges are authorized by this permit: those listed in 6 NYCRR 750-
1.2(a)(29)(vi), with the following exception: "Discharges from firefighting
activities are authorized only when the firefighting activities are
emergencies/unplanned"; waters to which other components have not been
added that are used to control dust in accordance with the SWPPP; and
uncontaminated discharges from construction site de-watering operations. All
non-stormwater discharges must be identified in the SWPPP. Under all
circumstances, the owner or operator must still comply with water quality
standards in Part I.D of this permit.
4. The owner or operator must maintain permit eligibility to discharge under this
permit. Any discharges that are not compliant with the eligibility conditions of
this permit are not authorized by the permit and the owner or operator must
either apply for a separate permit to cover those ineligible discharges or take
steps necessary to make the discharge eligible for coverage.
F. Activities Which Are Ineligible for Coverage Under This General Permit
All of the following are not authorized by this permit:
1. Discharges after construction activities have been completed and the site has
undergone final stabilization;
2. Discharges that are mixed with sources of non-stormwater other than those
expressly authorized under subsection E.3. of this Part and identified in the
SWPPP required by this permit;
3. Discharges that are required to obtain an individual SPDES permit or another
SPDES general permit pursuant to Part VII.K. of this permit;
4. Construction activities or discharges from construction activities that may
adversely affect an endangered or threatened species unless the owner or
9
(Part I.F.4)
operator has obtained a permit issued pursuant to 6 NYCRR Part 182 for the
project or the Department has issued a letter of non-jurisdiction for the project.
All documentation necessary to demonstrate eligibility shall be maintained on
site in accordance with Part II.D.2 of this permit;
5. Discharges which either cause or contribute to a violation of water quality
standards adopted pursuant to the ECL and its accompanying regulations;
6. Construction activities for residential, commercial and institutional projects:
a. Where the discharges from the construction activities are tributary to waters
of the state classified as AA or AA-s; and
b. Which are undertaken on land with no existing impervious cover, and
c. Which disturb one (1) or more acres of land designated on the current
United States Department of Agriculture ("USDA") Soil Survey as Soil
Slope Phase "D", (provided the map unit name is inclusive of slopes greater
than 25%), or Soil Slope Phase "E" or "F" (regardless of the map unit
name), or a combination of the three designations.
7. Construction activities for linear transportation projects and linear utility
projects:
a. Where the discharges from the construction activities are tributary to waters
of the state classified as AA or AA-s; and
b. Which are undertaken on land with no existing impervious cover, and
c. Which disturb two (2) or more acres of land designated on the current USDA
Soil Survey as Soil Slope Phase "D" (provided the map unit name is inclusive of
slopes greater than 25%), or Soil Slope Phase "E" or "F" (regardless of the map
unit name), or a combination of the three designations.
10
(Part I.F.8)
8. Construction activities that have the potential to affect an historic property,
unless there is documentation that such impacts have been resolved. The
following documentation necessary to demonstrate eligibility with this
requirement shall be maintained on site in accordance with Part II.D.2 of this
permit and made available to the Department in accordance with Part VII.F of
this permit:
a. Documentation that the construction activity is not within an archeologically
sensitive area indicated on the sensitivity map, and that the construction
activity is not located on or immediately adjacent to a property listed or
determined to be eligible for listing on the National or State Registers of
Historic Places, and that there is no new permanent building on the
construction site within the following distances from a building, structure, or
object that is more than 50 years old, or if there is such a new permanent
building on the construction site within those parameters that NYS Office of
Parks, Recreation and Historic Preservation (OPRHP), a Historic
Preservation Commission of a Certified Local Government, or a qualified
preservation professional has determined that the building, structure, or
object more than 50 years old is not historically/archeologically significant.
■ 1-5 acres of disturbance - 20 feet
■ 5-20 acres of disturbance - 50 feet
■ 20+ acres of disturbance - 100 feet, or
b. DEC consultation form sent to OPRHP, and copied to the NYS DEC Agency
Historic Preservation Officer (APO), and
(i) the State Environmental Quality Review (SEQR) Environmental
Assessment Form (EAF) with a negative declaration or the Findings
Statement, with documentation of OPRHP's agreement with the
resolution; or
(ii) documentation from OPRHP that the construction activitywill result in
No Impact; or
(iii) documentation from OPRHP providing a determination of No Adverse
Impact; or
(iv) a Letter of Resolution signed by the owner/operator, OPRHP and the
DEC APO which allows for this construction activity to be eligible for
coverage under the general permit in terms of the State Historic
Preservation Act (SHPA); or
c. Documentation of satisfactory compliance with Section 106 of the National
Historic Preservation Act for a coterminous project area:
11
(Part I.F.8.c)
(i) No Affect
(ii) No Adverse Affect
(iii) Executed Memorandum of Agreement, or
d. Documentation that:
(i) SHPA Section 14.09 has been completed by NYS DEC or another state
agency.
9. Discharges from construction activities that are subject to an existing SPDES
individual or general permit where a SPDES permit for construction activity has
been terminated or denied; or where the owner or operator has failed to renew
an expired individual permit.
Part II. PERMIT COVERAGE
A. How to Obtain Coverage
1. An owner or operator of a construction activity that is not subject to the
requirements of a regulated, traditional land use control MS4 must first prepare
a SWPPP in accordance with all applicable requirements of this permit and
then submit a completed Notice of Intent (NOI) to the Department to be
authorized to discharge under this permit.
2. An owner or operator of a construction activity that is subject to the
requirements of a regulated, traditional land use control MS4 must first prepare
a SWPPP in accordance with all applicable requirements of this permit and
then have the SWPPP reviewed and accepted by the regulated, traditional land
use control MS4 prior to submitting the NOI to the Department. The owner or
operator shall have the "MS4 SWPPP Acceptance" form signed in accordance
with Part VII.H., and then submit that form along with a completed NOI to the
Department.
3. The requirement for an owner or operator to have its SWPPP reviewed and
accepted by the regulated, traditional land use control MS4 prior to submitting
the NOI to the Department does not apply to an owner or operator that is
obtaining permit coverage in accordance with the requirements in Part II.F.
(Change of Owner or Operator) or where the owner or operator of the
construction activity is the regulated, traditional land use control MS4 . This
exemption does not apply to construction activities subject to the New York City
Administrative Code.
12
(Part II.B)
B. Notice of Intent (NOI) Submittal
1. Prior to December 21, 2020, an owner or operator shall use either the
electronic (eN01) or paper version of the NOI that the Department prepared.
Both versions of the NOI are located on the Department's website
(http://www.dec.ny.gov/ ). The paper version of the NOI shall be signed in
accordance with Part VII.H. of this permit and submitted to the following
address:
NOTICE OF INTENT
NYS DEC, Bureau of Water Permits
625 Broadway, 4t" Floor
Albany, New York 12233-3505
2. Beginning December 21, 2020 and in accordance with EPA's 2015 NPDES
Electronic Reporting Rule (40 CFR Part 127), the owneroroperatormust submit
the NOI electronically using the Department's online NOI.
3. The owner or operator shall have the SWPPP preparer sign the "SWPPP
Preparer Certification" statement on the NOI prior to submitting the form to the
Department.
4. As of the date the NOI is submitted to the Department, the owner or operator
shall make the NOI and SWPPP available for review and copying in accordance
with the requirements in Part VII.F. of this permit.
C. Permit Authorization
1. An owner or operator shall not commence construction activity until their
authorization to discharge under this permit goes into effect.
2. Authorization to discharge under this permit will be effective when the owner or
operator has satisfied all of the following criteria:
a. project review pursuant to the State Environmental Quality Review Act
("SEQRA") have been satisfied, when SEQRA is applicable. See the
Department's website (http://www.dec.ny.qov/) for more information,
b. where required, all necessary Department permits subject to the Uniform
Procedures Act ("UPA") (see 6 NYCRR Part 621), or the equivalent from
another New York State agency, have been obtained, unless otherwise
notified by the Department pursuant to 6 NYCRR 621.3(a)(4). Owners or
operators of construction activities that are required to obtain UPA permits
13
(Part II.C.2.b)
must submit a preliminary SWPPP to the appropriate DEC Permit
Administrator at the Regional Office listed in Appendix F at the time all other
necessary UPA permit applications are submitted. The preliminary SWPPP
must include sufficient information to demonstrate that the construction
activity qualifies for authorization under this permit,
c. the final SWPPP has been prepared, and
d. a complete NOI has been submitted to the Department in accordance with
the requirements of this permit.
3. An owner or operator that has satisfied the requirements of Part II.C.2 above
will be authorized to discharge stormwater from their construction activity in
accordance with the following schedule:
a. For construction activities that are not subject to the requirements of a
regulated, traditional land use control MS4:
(i) Five (5) business days from the date the Department receives a
complete electronic version of the NOI (eN01) for construction activities
with a SWPPP that has been prepared in conformance with the design
criteria in the technical standard referenced in Part III.B.1 and the
performance criteria in the technical standard referenced in Parts III.B.,
2 or 3, for construction activities that require post-construction
stormwater management practices pursuant to Part III.C.; or
(ii) Sixty (60) business days from the date the Department receives a
complete NOI (electronic or paper version) for construction activities
with a SWPPP that has not been prepared in conformance with the
design criteria in technical standard referenced in Part III.B.1. or, for
construction activities that require post-construction stormwater
management practices pursuant to Part III.C., the performance criteria
in the technical standard referenced in Parts III.B., 2 or 3, or;
(iii) Ten (10) business days from the date the Department receives a
complete paper version of the NOI for construction activities with a
SWPPP that has been prepared in conformance with the design
criteria in the technical standard referenced in Part III.B.1 and the
performance criteria in the technical standard referenced in Parts III.B.,
2 or 3, for construction activities that require post-construction
stormwater management practices pursuant to Part III.C.
14
(Part II.C.3.b)
b. For construction activities that are subject to the requirements of a
regulated, traditional land use control MS4:
(i) Five (5) business days from the date the Department receives both a
complete electronic version of the NOI (eN01) and signed "MS4
SWPPP Acceptance" form, or
(ii) Ten (10) business days from the date the Department receives both a
complete paper version of the NOI and signed "MS4 SWPPP
Acceptance" form.
4. Coverage under this permit authorizes stormwater discharges from only those
areas of disturbance that are identified in the NOI. If an owner or operator
wishes to have stormwater discharges from future or additional areas of
disturbance authorized, they must submit a new NOI that addresses that phase
of the development, unless otherwise notified by the Department. The owner or
operator shall not commence construction activity on the future or additional
areas until their authorization to discharge under this permit goes into effect in
accordance with Part II.C. of this permit.
D. General Requirements For Owners or Operators With Permit Coverage
1. The owner or operator shall ensure that the provisions of the SWPPP are
implemented from the commencement of construction activity until all areas of
disturbance have achieved final stabilization and the Notice of Termination
("NOT") has been submitted to the Department in accordance with Part V. of
this permit. This includes any changes made to the SWPPP pursuant to Part
III.A.4. of this permit.
2. The owner or operator shall maintain a copy of the General Permit (GP-0-20-
001), NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance
form, inspection reports, responsible contractor's or subcontractor's certification
statement (see Part III.A.6.), and all documentation necessary to demonstrate
eligibility with this permit at the construction site until all disturbed areas have
achieved final stabilization and the NOT has been submitted to the Department.
The documents must be maintained in a secure location, such as a job trailer,
on-site construction office, or mailbox with lock. The secure location must be
accessible during normal business hours to an individual performing a
compliance inspection.
3. The owner or operator of a construction activity shall not disturb greater than
five (5) acres of soil at any one time without prior written authorization from the
Department or, in areas under the jurisdiction of a regulated, traditional land
15
(Part II.D.3)
use control MS4, the regulated, traditional land use control MS4 (provided the
regulated, traditional land use control MS4 is not the owner or operator of the
construction activity). At a minimum, the owner or operator must comply with
the following requirements in order to be authorized to disturb greater than five
(5) acres of soil at any one time:
a. The owner or operator shall have a qualified inspector conduct at least two
(2) site inspections in accordance with Part IV.C. of this permit every seven
(7) calendar days, for as long as greater than five (5) acres of soil remain
disturbed. The two (2) inspections shall be separated by a minimum of two
(2) full calendar days.
b. In areas where soil disturbance activity has temporarily or permanently
ceased, the application of soil stabilization measures must be initiated by
the end of the next business day and completed within seven (7) days from
the date the current soil disturbance activity ceased. The soil stabilization
measures selected shall be in conformance with the technical standard,
New York State Standards and Specifications for Erosion and Sediment
Control, dated November 2016.
c. The owner or operator shall prepare a phasing plan that defines maximum
disturbed area per phase and shows required cuts and fills.
d. The owner or operator shall install any additional site-specific practices
needed to protect water quality.
e. The owner or operator shall include the requirements above in their
SWPPP.
4. In accordance with statute, regulations, and the terms and conditions of this
permit, the Department may suspend or revoke an owner's oroperator's
coverage under this permit at any time if the Department determines that the
SWPPP does not meet the permit requirements or consistent with Part VII.K..
5. Upon a finding of significant non-compliance with the practices described in the
SWPPP or violation of this permit, the Department may order an immediate
stop to all activity at the site until the non-compliance is remedied. The stop
work order shall be in writing, describe the non-compliance in detail, and be
sent to the owner or operator.
6. For construction activities that are subject to the requirements of a regulated,
traditional land use control MS4, the owner or operator shall notify the
16
(Part II.D.6)
regulated, traditional land use control MS4 in writing of any planned
amendments or modifications to the post-construction stormwater management
practice component of the SWPPP required by Part II I.A. 4. and 5. of this
permit. Unless otherwise notified by the regulated, traditional land use control
MS4, the owner or operator shall have the SWPPP amendments or
modifications reviewed and accepted by the regulated, traditional land use
control MS4 prior to commencing construction of the post-construction
stormwater management practice.
E. Permit Coverage for Discharges Authorized Under GP-0-15-002
1. Upon renewal of SPDES General Permit for Stormwater Discharges from
Construction Activity (Permit No. GP-0-15-002), an owner or operator of a
construction activity with coverage under GP-0-15-002, as of the effective date
of GP- 0-20-001, shall be authorized to discharge in accordance with GP- 0-20-
001, unless otherwise notified by the Department.
An owner or operator may continue to implement the technical/design
components of the post-construction stormwater management controls
provided that such design was done in conformance with the technical
standards in place at the time of initial project authorization. However, they
must comply with the other, non-design provisions of GP-0-20-001.
F. Change of Owner or Operator
1. When property ownership changes or when there is a change in operational
control over the construction plans and specifications, the original owner or
operator must notify the new owner or operator, in writinq, of the requirement to
obtain permit coverage by submitting a NOI with the Department. For
construction activities subject to the requirements of a regulated, traditional
land use control MS4, the original owner or operator must also notify the MS4,
in writing, of the change in ownership at least 30 calendar days prior to the
change in ownership.
2. Once the new owner or operator obtains permit coverage, the original owner or
operator shall then submit a completed NOT with the name and permit
identification number of the new owner or operator to the Department at the
address in Part II.B.1. of this permit. If the original owner or operator maintains
ownership of a portion of the construction activity and will disturb soil, they must
maintain their coverage under the permit.
3. Permit coverage for the new owner or operatorwill be effective as of the date
the Department receives a complete NOI, provided the original owner or
17
(Part II.F.3)
operatorwas not subject to a sixty (60) business day authorization period that
has not expired as of the date the Department receives the NOI from the new
owner or operator.
Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
A. General SWPPP Requirements
1. A SWPPP shall be prepared and implemented by the owner or operator of
each construction activity covered by this permit. The SWPPP must document
the selection, design, installation, implementation and maintenance of the
control measures and practices that will be used to meet the effluent limitations
in Part I.B. of this permit and where applicable, the post-construction
stormwater management practice requirements in Part I.C. of this permit. The
SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be
submitted to the Department prior to the commencement of construction
activity. A copy of the completed, final NOI shall be included in the SWPPP.
2. The SWPPP shall describe the erosion and sediment control practices and
where required, post-construction stormwater management practices that will
be used and/or constructed to reduce the pollutants in stormwater discharges
and to assure compliance with the terms and conditions of this permit. In
addition, the SWPPP shall identify potential sources of pollution which may
reasonably be expected to affect the quality of stormwater discharges.
3. All SWPPPs that require the post-construction stormwater management
practice component shall be prepared by a qualified professional that is
knowledgeable in the principles and practices of stormwater management and
treatment.
4. The owner or operator must keep the SWPPP current so that it at all times
accurately documents the erosion and sediment controls practices that are
being used or will be used during construction, and all post-construction
stormwater management practices that will be constructed on the site. At a
minimum, the owneroroperatorshall amend the SWPPP, including
construction drawings:
a. whenever the current provisions prove to be ineffective in minimizing
pollutants in stormwater discharges from the site;
18
(Part III.A.4.b)
b. whenever there is a change in design, construction, or operation at the
construction site that has or could have an effect on the discharge of
pollutants;
c. to address issues or deficiencies identified during an inspection by the
qualified inspector, the Department or other regulatory authority; and
d. to document the final construction conditions.
5. The Department may notify the owner or operator at any time that the SWPPP
does not meet one or more of the minimum requirements of this permit. The
notification shall be in writing and identify the provisions of the SWPPP that
require modification. Within fourteen (14) calendar days of such notification, or
as otherwise indicated by the Department, the owner or operator shall make
the required changes to the SWPPP and submit written notification to the
Department that the changes have been made. If the owner or operator does
not respond to the Department's comments in the specified time frame, the
Department may suspend the owner's oroperator's coverage under this permit
or require the owner or operator to obtain coverage under an individual SPDES
permit in accordance with Part II.D.4. of this permit.
6. Prior to the commencement of construction activity, the owner or operator m ust
identify the contractor(s) and subcontractor(s) that will be responsible for
installing, constructing, repairing, replacing, inspecting and maintaining the
erosion and sediment control practices included in the SWPPP; and the
contractor(s) and subcontractor(s) that will be responsible for constructing the
post-construction stormwater management practices included in the SWPPP.
The owner or operator shall have each of the contractors and subcontractors
identify at least one person from their company that will be responsible for
implementation of the SWPPP. This person shall be known as the trained
contractor. The owner or operator shall ensure that at least one trained
contractor is on site on a daily basis when soil disturbance activities are being
performed.
The owner or operator shall have each of the contractors and subcontractors
identified above sign a copy of the following certification statement below
before they commence any construction activity:
"I hereby certify under penalty of law that I understand and agree to comply
with the terms and conditions of the SWPPP and agree to implement any
corrective actions identified by the qualified inspectorduring a site
inspection. I also understand that the owner or operator must comply with
19
(Part III.A.6)
the terms and conditions of the most current version of the New York State
Pollutant Discharge Elimination System ("SPDES") general permit for
stormwater discharges from construction activities and that it is unlawful for
any person to cause or contribute to a violation of water quality standards.
Furthermore, I am aware that there are significant penalties for submitting
false information, that I do not believe to be true, including the possibility of
fine and imprisonment for knowing violations"
In addition to providing the certification statement above, the certification page
must also identify the specific elements of the SWPPP that each contractor and
subcontractor will be responsible for and include the name and title of the
person providing the signature; the name and title of the trained contractor
responsible for SWPPP implementation; the name, address and telephone
number of the contracting firm; the address (or other identifying description) of
the site; and the date the certification statement is signed. The owner or
operator shall attach the certification statement(s) to the copy of the SWPPP
that is maintained at the construction site. If new or additional contractors are
hired to implement measures identified in the SWPPP after construction has
commenced, they must also sign the certification statement and provide the
information listed above.
7. For projects where the Department requests a copy of the SWPPP or
inspection reports, the owner or operator shall submit the documents in both
electronic (PDF only) and paper format within five (5) business days, unless
otherwise notified by the Department.
B. Required SWPPP Contents
1. Erosion and sediment control component -All SWPPPs prepared pursuant to
this permit shall include erosion and sediment control practices designed in
conformance with the technical standard, New York State Standards and
Specifications for Erosion and Sediment Control, dated November 2016. Where
erosion and sediment control practices are not designed in conformance with
the design criteria included in the technical standard, the owner or operator
must demonstrate equivalence to the technical standard. At a minimum, the
erosion and sediment control component of the SWPPP shall include the
following:
a. Background information about the scope of the project, including the
location, type and size of project
20
(Part 111.B.1.b)
b. A site map/construction drawing(s) for the project, including a general
location map. At a minimum, the site map shall show the total site area; all
improvements; areas of disturbance; areas that will not be disturbed;
existing vegetation; on-site and adjacent off-site surFace water(s);
floodplain/floodway boundaries; wetlands and drainage patterns that could
be affected by the construction activity; existing and final contours ;
locations of different soil types with boundaries; material, waste, borrow or
equipment storage areas located on adjacent properties; and location(s) of
the stormwater discharge(s);
c. A description of the soil(s) present at the site, including an identification of
the Hydrologic Soil Group (HSG);
d. A construction phasing plan and sequence of operations describing the
intended order of construction activities, including clearing and grubbing,
excavation and grading, utility and infrastructure installation and any other
activity at the site that results in soil disturbance;
e. A description of the minimum erosion and sediment control practices to be
installed or implemented for each construction activity that will result in soil
disturbance. Include a schedule that identifies the timing of initial placement
or implementation of each erosion and sediment control practice and the
minimum time frames that each practice should remain in place or be
implemented;
f. A temporary and permanent soil stabilization plan that meets the
requirements of this general permit and the technical standard, New York
State Standards and Specifications for Erosion and Sediment Control, dated
November 2016, for each stage of the project, including initial land clearing
and grubbing to project completion and achievement of final stabilization;
g. A site map/construction drawing(s) showing the specific location(s), size(s),
and length(s) of each erosion and sediment control practice;
h. The dimensions, material specifications, installation details, and operation
and maintenance requirements for all erosion and sediment control
practices. Include the location and sizing of any temporary sediment basins
and structural practices that will be used to divert flows from exposed soils;
i. A maintenance inspection schedule for the contractor(s) identified in Part
III.A.6. of this permit, to ensure continuous and effective operation of the
erosion and sediment control practices. The maintenance inspection
21
(Part 111.B.1.i)
schedule shall be in accordance with the requirements in the technical
standard, New York State Standards and Specifications for Erosion and
Sediment Control, dated November 2016;
j. A description of the pollution prevention measures that will be used to
control litter, construction chemicals and construction debris from becoming
a pollutant source in the stormwater discharges;
k. A description and location of any stormwater discharges associated with
industrial activity other than construction at the site, including, but not limited
to, stormwater discharges from asphalt plants and concrete plants located
on the construction site; and
I. Identification of any elements of the design that are not in conformance with
the design criteria in the technical standard, New York State Standards and
Specifications for Erosion and Sediment Control, dated November 2016.
Include the reason for the deviation or alternative design and provide
information which demonstrates that the deviation or alternative design is
equivalent to the technical standard.
2. Post-construction stormwater management practice component — The owner or
operator of any construction project identified in Table 2 of Appendix B as
needing post-construction stormwater management practices shall prepare a
SWPPP that includes practices designed in conformance with the applicable
sizing criteria in Part I.C.2.a., c. or d. of this permit and the performance criteria
in the technical standard, New York State Stormwater Management Design
Manual dated January 2015
Where post-construction stormwater management practices are not designed
in conformance with the performance criteria in the technical standard, the
owner or operator must include in the SWPPP the reason(s) for the deviation or
alternative design and provide information which demonstrates that the
deviation or alternative design is equivalent to the technical standard.
The post-construction stormwater management practice component of the
SWPPP shall include the following:
a. Identification of all post-construction stormwater management practices to
be constructed as part of the project. Include the dimensions, material
specifications and installation details for each post-construction stormwater
management practice;
22
(Part 111.B.2.b)
b. A site map/construction drawing(s) showing the specific location and size of
each post-construction stormwater management practice;
c. A Stormwater Modeling and Analysis Report that includes:
(i) Map(s) showing pre-development conditions, including
watershed/subcatchments boundaries, flow paths/routing, and design
points;
(ii) Map(s) showing post-development conditions, including
watershed/subcatchments boundaries, flow paths/routing, design
points and post-construction stormwater management practices;
(iii) Results of stormwater modeling (i.e. hydrology and hydraulic analysis)
for the required storm events. Include supporting calculations (model
runs), methodology, and a summary table that compares pre and post-
development runoff rates and volumes for the different storm events;
(iv) Summary table, with supporting calculations, which demonstrates that
each post-construction stormwater management practice has been
designed in conformance with the sizing criteria included in the Design
Manual;
(v) Identification of any sizing criteria that is not required based on the
requirements included in Part I.C. of this permit; and
(vi) Identification of any elements of the design that are not in conformance
with the performance criteria in the Design Manual. Include the
reason(s) for the deviation or alternative design and provide
information which demonstrates that the deviation or alternative design
is equivalent to the Design Manual;
d. Soil testing results and locations (test pits, borings);
e. Infiltration test results, when required; and
f. An operations and maintenance plan that includes inspection and
maintenance schedules and actions to ensure continuous and effective
operation of each post-construction stormwater management practice. The
plan shall identify the entity that will be responsible for the long term
operation and maintenance of each practice.
23
(Part III.B.3)
3. Enhanced Phosphorus Removal Standards - All construction projects identified
in Table 2 of Appendix B that are located in the watersheds identified in
Appendix C shall prepare a SWPPP that includes post-construction stormwater
management practices designed in conformance with the applicable sizing
criteria in Part I.C.2. b., c. or d. of this permit and the performance criteria,
Enhanced Phosphorus Removal Standards included in the Design Manual. At a
minimum, the post-construction stormwater management practice component
of the SWPPP shall include items 2.a - 2.f. above.
C. Required SWPPP Components by Project Type
Unless otherwise notified by the Department, owners or operators of construction
activities identified in Table 1 of Appendix B are required to prepare a SWPPP that only
includes erosion and sediment control practices designed in conformance with Part
III.B.1 of this permit. Owners oroperators of the construction activities identified in Table
2 of Appendix B shall prepare a SWPPP that also includes post-construction stormwater
management practices designed in conformance with Part III.B.2 or 3 of this permit.
Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS
A. General Construction Site Inspection and Maintenance Requirements
1. The owner or operator must ensure that all erosion and sediment control
practices (including pollution prevention measures) and all post-construction
stormwater management practices identified in the SWPPP are inspected and
maintained in accordance with Part IV.B. and C. of this permit.
2. The terms of this permit shall not be construed to prohibit the State of New
York from exercising any authority pursuant to the ECL, common law or federal
law, or prohibit New York State from taking any measures, whether civil or
criminal, to prevent violations of the laws of the State of New York or protect
the public health and safety and/or the environment.
B. Contractor Maintenance Inspection Requirements
1. The owner or operator of each construction activity identified in Tables 1 and 2
of Appendix B shall have a trained contractor inspect the erosion and sediment
control practices and pollution prevention measures being implemented within
the active work area daily to ensure that they are being maintained in effective
operating condition at all times. If deficiencies are identified, the contractor shall
24
(Part IV.B.1)
begin implementing corrective actions within one business day and shall
complete the corrective actions in a reasonable time frame.
2. For construction sites where soil disturbance activities have been temporarily
suspended (e.g. winter shutdown) and temporary stabilization measures have
been applied to all disturbed areas, the trained contractor can stop conducting
the maintenance inspections. The trained contractor shall begin conducting the
maintenance inspections in accordance with Part IV.B.1. of this permit as soon
as soil disturbance activities resume.
3. For construction sites where soil disturbance activities have been shut down
with partial project completion, the trained contractor can stop conducting the
maintenance inspections if all areas disturbed as of the project shutdown date
have achieved final stabilization and all post-construction stormwater
management practices required for the completed portion of the project have
been constructed in conformance with the SWPPP and are operational.
C. Qualified Inspector Inspection Requirements
The owner or operator shall have a qualified inspector conduct site inspections in
conformance with the following requirements:
[Note: The trained contractor identified in Part III.A.6. and IV.B. of this permit cannot
conduct the qualified inspectorsite inspections unless they meet the qualified inspector
qualifications included in Appendix A. In order to perForm these inspections, the trained
contractorwould have to be a:
■ licensed Professional Engineer,
■ Certified Professional in Erosion and Sediment Control (CPESC),
■ New York State Erosion and Sediment Control Certificate Program holder
■ Registered Landscape Architect, or
■ someone working under the direct supervision of, and at the same company as,
the licensed Professional Engineer or Registered Landscape Architect, provided
they have received four (4) hours of Department endorsed training in proper
erosion and sediment control principles from a Soil and Water Conservation
District, or other Department endorsed entity].
1. A qualified inspector shall conduct site inspections for all construction activities
identified in Tables 1 and 2 of Appendix B, with the exception of:
a. the construction of a single family residential subdivision with 25% or less
impervious coverat total site build-out that involves a soil disturbance of
one (1) or more acres of land but less than five (5) acres and is not located
25
(Part IV.C.1.a)
in one of the watersheds listed in Appendix C and not directly discharging to
one of the 303(d) segments listed in Appendix E;
b. the construction of a single family home that involves a soil disturbance of
one (1) or more acres of land but less than five (5) acres and is not located
in one of the watersheds listed in Appendix C and not directly discharging to
one of the 303(d) segments listed in Appendix E;
c. construction on agricultural property that involves a soil disturbance of one
(1) or more acres of land but less than five (5) acres; and
d. construction activities located in the watersheds identified in Appendix D
that involve soil disturbances between five thousand (5,000) square feet
and one (1) acre of land.
2. Unless otherwise notified by the Department, the qualified inspectorshall
conduct site inspections in accordance with the following timetable:
a. For construction sites where soil disturbance activities are on-going, the
qualified inspector shall conduct a site inspection at least once every seven
(7) calendar days.
b. For construction sites where soil disturbance activities are on-going and the
owner or operator has received authorization in accordance with Part I I.D.3
to disturb greater than five (5) acres of soil at any one time, the qualified
inspector shall conduct at least two (2) site inspections every seven (7)
calendar days. The two (2) inspections shall be separated by a minimum of
two (2) full calendar days.
c. For construction sites where soil disturbance activities have been
temporarily suspended (e.g. winter shutdown) and temporary stabilization
measures have been applied to all disturbed areas, the qualified inspector
shall conduct a site inspection at least once every thirty (30) calendar days.
The owner or operator shall notify the DOW Water (SPDES) Program
contact at the Regional Office (see contact information in Appendix F) or, in
areas under the jurisdiction of a regulated, traditional land use control MS4,
the regulated, traditional land use control MS4 (provided the regulated,
traditional land use control MS4 is not the owner or operator of the
construction activity) in writing prior to reducing the frequency of
inspections.
26
(Part IV.C.2.d)
d. For construction sites where soil disturbance activities have been shut down
with partial project completion, the qualified inspector can stop conducting
inspections if all areas disturbed as of the project shutdown date have
achieved final stabilization and all post-construction stormwater
management practices required for the completed portion of the project
have been constructed in conformance with the SWPPP and are
operational. The owner or operator shall notify the DOW Water (SPDES)
Program contact at the Regional Office (see contact information in Appendix
F) or, in areas under the jurisdiction of a regulated, traditional land use
control MS4, the regulated, traditional land use control MS4 (provided the
regulated, traditional land use control MS4 is not the owner or operator of
the construction activity) in writing prior to the shutdown. If soil disturbance
activities are not resumed within 2 years from the date of shutdown, the
owner or operator shall have the qualified inspector perform a final
inspection and certify that all disturbed areas have achieved final
stabilization, and all temporary, structural erosion and sediment control
measures have been removed; and that all post-construction stormwater
management practices have been constructed in conformance with the
SWPPP by signing the "Final Stabilization" and "Post-Construction
Stormwater Management Practice" certification statements on the NOT. The
owner or operator shall then submit the completed NOT form to the address
in Part II.B.1 of this permit.
e. For construction sites that directly discharge to one of the 303(d) segments
listed in Appendix E or is located in one of the watersheds listed in
Appendix C, the qualified inspector shall conduct at least two (2) site
inspections every seven (7) calendar days. The two (2) inspections shall be
separated by a minimum of two (2) full calendar days.
3. At a minimum, the qualified inspectorshall inspect all erosion and sediment
control practices and pollution prevention measures to ensure integrity and
effectiveness, all post-construction stormwater management practices under
construction to ensure that they are constructed in conformance with the
SWPPP, all areas of disturbance that have not achieved final stabilization, all
points of discharge to natural surface waterbodies located within, or
immediately adjacent to, the property boundaries of the construction site, and
all points of discharge from the construction site.
4. The qualified inspector shall prepare an inspection report subsequent to each
and every inspection. At a minimum, the inspection report shall include and/or
address the following:
27
(Part IV.C.4.a)
a. Date and time of inspection;
b. Name and title of person(s) perForming inspection;
c. A description of the weather and soil conditions (e.g. dry, wet, saturated) at
the time of the inspection;
d. A description of the condition of the runoff at all points of discharge from the
construction site. This shall include identification of any discharges of
sediment from the construction site. Include discharges from conveyance
systems (i.e. pipes, culverts, ditches, etc.) and overland flow;
e. A description of the condition of all natural surface waterbodies located
within, or immediately adjacent to, the property boundaries of the
construction site which receive runoff from disturbed areas. This shall
include identification of any discharges of sediment to the surFace
waterbody;
f. Identification of all erosion and sediment control practices and pollution
prevention measures that need repair or maintenance;
g. Identification of all erosion and sediment control practices and pollution
prevention measures that were not installed properly or are not functioning
as designed and need to be reinstalled or replaced;
h. Description and sketch of areas with active soil disturbance activity, areas
that have been disturbed but are inactive at the time of the inspection, and
areas that have been stabilized (temporary and/or final) since the last
inspection;
i. Current phase of construction of all post-construction stormwater
management practices and identification of all construction that is not in
conformance with the SWPPP and technical standards;
j. Corrective action(s) that must be taken to install, repair, replace or maintain
erosion and sediment control practices and pollution prevention measures;
and to correct deficiencies identified with the construction of the post-
construction stormwater management practice(s);
k. Identification and status of all corrective actions that were required by
previous inspection; and
28
(Part IV.C.4.1)
I. Digital photographs, with date stamp, that clearly show the condition of all
practices that have been identified as needing corrective actions. The
qualified inspector shall attach paper color copies of the digital photographs
to the inspection report being maintained onsite within seven (7) calendar
days of the date of the inspection. The qualified inspector shall also take
digital photographs, with date stamp, that clearly show the condition of the
practice(s) after the corrective action has been completed. The qualified
inspector shall attach paper color copies of the digital photographs to the
inspection report that documents the completion of the corrective action
work within seven (7) calendar days of that inspection.
5. Within one business day of the completion of an inspection, the qualified
inspector shall notify the owner or operator and appropriate contractor or
subcontractor identified in Part III.A.6. of this permit of any corrective actions
that need to be taken. The contractor or subcontractor shall begin implementing
the corrective actions within one business day of this notification and shall
complete the corrective actions in a reasonable time frame.
6. All inspection reports shall be signed by the qualified inspector. Pursuant to
Part II.D.2. of this permit, the inspection reports shall be maintained on site with
the SWPPP.
Part V. TERMINATION OF PERMIT COVERAGE
A. Termination of Permit Coverage
1. An owneroroperatorthat is eligible to terminate coverage under this permit
must submit a completed NOT form to the address in Part II.B.1 of this permit.
The NOT form shall be one which is associated with this permit, signed in
accordance with Part VII.H of this permit.
2. An owner or operator may terminate coverage when one or more the following
conditions have been met:
a. Total project completion - All construction activity identified in the SWPPP
has been completed; and all areas of disturbance have achieved final
stabilization; and all temporary, structural erosion and sediment control
measures have been removed; and all post-construction stormwater
management practices have been constructed in conformance with the
SWPPP and are operational;
29
(Part V.A.2.b)
b. Planned shutdown with partial project completion - All soil disturbance
activities have ceased; and all areas disturbed as of the project shutdown
date have achieved final stabilization; and all temporary, structural erosion
and sediment control measures have been removed; and all post-
construction stormwater management practices required for the completed
portion of the project have been constructed in conformance with the
SWPPP and are operational;
c. A new owner or operator has obtained coverage under this permit in
accordance with Part II.F. of this permit.
d. The owner or operator obtains coverage under an alternative SPDES
general permit or an individual SPDES permit.
3. For construction activities meeting subdivision 2a. or 2b. of this Part, the owner
or operator shall have the qualified inspector perForm a final site inspection
prior to submitting the NOT. The qualified inspector shall, by signing the "Final
Stabilization" and "Post-Construction Stormwater Management Practice
certification statements on the NOT, certify that all the requirements in Part
V.A.2.a. or b. of this permit have been achieved.
4. For construction activities that are subject to the requirements of a regulated,
traditional land use control MS4 and meet subdivision 2a. or 2b. of this Part, the
owner or operator shal I have the regulated, traditional land use control MS4
sign the "MS4 Acceptance" statement on the NOT in accordance with the
requirements in Part VII.H. of this permit. The regulated, traditional land use
control MS4 official, by signing this statement, has determined that it is
acceptable for the owner or operatorto submit the NOT in accordance with the
requirements of this Part. The regulated, traditional land use control MS4 can
make this determination by perForming a final site inspection themselves or by
accepting the qualified inspector's final site inspection certification(s) required
in Part V.A.3. of this permit.
5. For construction activities that require post-construction stormwater
management practices and meet subdivision 2a. of this Part, the owner or
operator must, prior to submitting the NOT, ensure one of the following:
a. the post-construction stormwater management practice(s) and any right-of-
way(s) needed to maintain such practice(s) have been deeded to the
municipality in which the practice(s) is located,
30
(Part V.A.5.b)
b. an executed maintenance agreement is in place with the municipality that
will maintain the post-construction stormwater management practice(s),
c. for post-construction stormwater management practices that are privately
owned, the owner or operator has a mechanism in place that requires
operation and maintenance of the practice(s) in accordance with the
operation and maintenance plan, such as a deed covenant in the owner or
operator's deed of record,
d. for post-construction stormwater management practices that are owned by
a public or private institution (e.g. school, university, hospital), government
agency or authority, or public utility; the owner or operator has policy and
procedures in place that ensures operation and maintenance of the
practices in accordance with the operation and maintenance plan.
Part VI. REPORTING AND RETENTION RECORDS
A. Record Retention
The owner or operator shall retain a copy of the NOI, NOI
Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form and any inspection
reports that were prepared in conjunction with this permit for a period of at least five (5)
years from the date that the Department receives a complete NOT submitted in
accordance with Part V. of this general permit.
B. Addresses
With the exception of the NOI, NOT, and MS4 SWPPP Acceptance form (which must
be submitted to the address referenced in Part II.B.1 of this permit), all written
correspondence requested by the Department, including individual permit applications,
shall be sent to the address of the appropriate DOW Water (SPDES) Program contact
at the Regional Office listed in Appendix F.
Part VII. STANDARD PERMIT CONDITIONS
A. Duty to Comply
The owner or operator must comply with all conditions of this permit. All contractors
and subcontractors associated with the project must comply with the terms of the
SWPPP. Any non-compliance with this permit constitutes a violation of the Clean Water
31
(Part VI I.A)
Act (CWA) and the ECL and is grounds for an enforcement action against the owner or
operator and/or the contractor/subcontractor; permit revocation, suspension or
modification; or denial of a permit renewal application. Upon a finding of significant non-
compliance with this permit or the applicable SWPPP, the Department may order an
immediate stop to all construction activity at the site until the non-compliance is
remedied. The stop work order shall be in writing, shall describe the non-compliance in
detail, and shall be sent to the owner or operator.
If any human remains or archaeological remains are encountered during excavation,
the owner or operator must immediately cease, or cause to cease, all construction
activity in the area of the remains and notify the appropriate Regional Water Engineer
(RWE). Construction activityshall not resume until written permission to do so has been
received from the RWE.
B. Continuation of the Expired General Permit
This permit expires five (5) years from the effective date. If a new general permit is not
issued prior to the expiration of this general permit, an owner or operatorwith coverage
under this permit may continue to operate and discharge in accordance with the terms
and conditions of this general permit, if it is extended pursuant to the State
Administrative Procedure Act and 6 NYCRR Part 621, until a new general permit is
issued.
C. Enforcement
Failure of the owner or operator, its contractors, subcontractors, agents and/or assigns
to strictly adhere to any of the permit requirements contained herein shall constitute a
violation of this permit. There are substantial criminal, civil, and administrative penalties
associated with violating the provisions of this permit. Fines of up to $37,500 per day
for each violation and imprisonment for up to fifteen (15) years may be assessed
depending upon the nature and degree of the offense.
D. Need to Halt or Reduce Activity Not a Defense
It shall not be a defense for an owner or operator in an enforcement action that it would
have been necessary to halt or reduce the construction activity in order to maintain
compliance with the conditions of this permit.
32
(Part VII.E)
E. Duty to Mitigate
The owner or operator and its contractors and subcontractors shall take all reasonable
steps to minimize or prevent any discharge in violation of this permit which has a
reasonable likelihood of adversely affecting human health or the environment.
F. Duty to Provide Information
The owner or operator shall furnish to the Department, within a reasonable specified
time period of a written request, all documentation necessary to demonstrate eligibility
and any information to determine compliance with this permit or to determine whether
cause exists for modifying or revoking this permit, or suspending or denying coverage
under this permit, in accordance with the terms and conditions of this permit. The NOI,
SWPPP and inspection reports required by this permit are public documents that the
owneroroperatormust make available for review and copying by any person within five
(5) business days of the owner or operator receiving a written request by any such
person to review these documents. Copying of documents will be done at the
requester's expense.
G. Other Information
When the owner or operator becomes aware that they failed to submit any relevant
facts, or submitted incorrect information in the NOI or in any of the documents required
by this permit , or have made substantive revisions to the SWPPP (e.g. the scope of the
project changes significantly, the type of post-construction stormwater management
practice(s) changes, there is a reduction in the sizing of the post-construction
stormwater management practice, or there is an increase in the disturbance area or
impervious area), which were not reflected in the original NOI submitted to the
Department, they shall promptly submit such facts or information to the Department
using the contact information in Part I I.A. of this permit. Failure of the owner or operator
to correct or supplement any relevant facts within five (5) business days of becoming
aware of the deficiency shall constitute a violation of this permit.
H. Signatory Requirements
1. All NOIs and NOTs shall be signed as follows:
a. For a corporation these forms shall be signed by a responsible corporate
officer. For the purpose of this section, a responsible corporate officer
means:
33
(Part VII.H.1.a)
(i) a president, secretary, treasurer, or vice-president of the corporation in
charge of a principal business function, or any other person who
perForms similar policy or decision-making functions for the
corporation; or
(ii) the manager of one or more manufacturing, production or operating
facilities, provided the manager is authorized to make management
decisions which govern the operation of the regulated facility including
having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive
measures to assure long term environmental compliance with
environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete
and accurate information for permit application requirements; and
where authority to sign documents has been assigned or delegated to
the manager in accordance with corporate procedures;
b. For a partnership or sole proprietorship these forms shall be signed by a
general partner or the proprietor, respectively; or
c. For a municipality, State, Federal, or other public agency these forms shall
be signed by either a principal executive officer or ranking elected official.
For purposes of this section, a principal executive officer of a Federal
agency includes:
(i) the chief executive officer of the agency, or
(ii) a senior executive officer having responsibility for the overall
operations of a principal geographic unit of the agency (e.g., Regional
Administrators of EPA).
2. The SWPPP and other information requested by the Department shall be
signed by a person described in Part VII.H.1. of this permit or by a duly
authorized representative of that person. A person is a duly authorized
representative only if:
a. The authorization is made in writing by a person described in Part VII.H.1.
of this permit;
b. The authorization specifies either an individual or a position having
responsibility for the overall operation of the regulated facility or activity,
such as the position of plant manager, operator of a well or a well field,
34
(Part VII.H.2.b)
superintendent, position of equivalent responsibility, or an individual or
position having overall responsibility for environmental matters for the
company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position) and,
c. The written authorization shall include the name, title and signature of the
authorized representative and be attached to the SWPPP.
3. All inspection reports shall be signed by the qualified inspector that perForms
the inspection.
4. The MS4 SWPPP Acceptance form shall be signed by the principal executive
officer or ranking elected official from the regulated, traditional land use control
MS4, or by a duly authorized representative of that person.
It shall constitute a permit violation if an incorrect and/or improper signatory
authorizes any required forms, SWPPP and/or inspection reports.
I. Property Rights
The issuance of this permit does not convey any property rights of any sort, nor any
exclusive privileges, nor does it authorize any injury to private property nor any invasion
of personal rights, nor any infringement of Federal, State or local laws or regulations.
Owners or operators must obtain any applicable conveyances, easements, licenses
and/or access to real property prior to commencing construction activity.
J. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstance, is held invalid, the
application of such provision to other circumstances, and the remainder of this permit
shall not be affected thereby.
K. Requirement to Obtain Coverage Under an Alternative Permit
1. The Department may require any owner or operator authorized by this permit to
apply for and/or obtain either an individual SPDES permit or another SPDES
general permit. When the Department requires any discharger authorized by a
general permit to apply for an individual SPDES permit, it shall notify the
discharger in writing that a permit application is required. This notice shall
35
(Part VII.K.1)
include a brief statement of the reasons for this decision, an application form,
a statement setting a time frame for the owner or operator to file the
application for an individual SPDES permit, and a deadline, not sooner than
180 days from owner or operator receipt of the notification letter, whereby the
authorization to discharge under this general permit shall be terminated.
Applications must be submitted to the appropriate Permit Administrator at the
Regional Office. The Department may grant additional time upon
demonstration, to the satisfaction of the Department, that additional time to
apply for an alternative authorization is necessary or where the Department
has not provided a permit determination in accordance with Part 621 of this
Title.
2. When an individual SPDES permit is issued to a discharger authorized to
discharge under a general SPDES permit for the same discharge(s), the
general permit authorization for outfalls authorized under the individual
SPDES permit is automatically terminated on the effective date of the
individual permit unless termination is earlier in accordance with 6 NYCRR
Part 750.
L. Proper Operation and Maintenance
The owneroroperatorshall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or
used by the owneroroperatorto achieve compliance with the conditions of this permit
and with the requirements of the SWPPP.
M. Inspection and Entry
The owner or operator shall allow an authorized representative of the Department,
EPA, applicable county health department, or, in the case of a construction site which
discharges through an MS4, an authorized representative of the MS4 receiving the
discharge, upon the presentation of credentials and other documents as may be
required by law, to:
1. Enter upon the owner's or operator's premises where a regulated facility or
activity is located or conducted or where records must be kept under the
conditions of this permit;
2. Have access to and copy at reasonable times, any records that must be kept
under the conditions of this permit; and
36
(Part VII.M.3)
3. Inspect at reasonable times any facilities or equipment (including monitoring
and control equipment), practices or operations regulated or required by this
permit.
4. Sample or monitor at reasonable times, for purposes of assuring permit
compliance or as otherwise authorized by the Act or ECL, any substances or
parameters at any location.
N. Permit Actions
This permit may, at any time, be modified, suspended, revoked, or renewed by the
Department in accordance with 6 NYCRR Part 621. The filing of a request by the
owneroroperatorfora permit modification, revocation and reissuance, termination, a
notification of planned changes or anticipated noncompliance does not limit, diminish
and/or stay compliance with any terms of this permit.
O. Definitions
Definitions of key terms are included in Appendix A of this permit.
P. Re-Opener Clause
1. If there is evidence indicating potential or realized impacts on water quality
due to any stormwater discharge associated with construction activity covered
by this permit, the owner or operator of such discharge may be required to
obtain an individual permit or alternative general permit in accordance with
Part VII.K. of this permit or the permit may be modified to include different
limitations and/or requirements.
2. Any Department initiated permit modification, suspension or revocation will be
conducted in accordance with 6 NYCRR Part 621, 6 NYCRR 750-1.18, and 6
NYCRR 750-1.20.
Q. Penalties for Falsification of Forms and Reports
In accordance with 6NYCRR Part 750-2.4 and 750-2.5, any person who knowingly
makes any false material statement, representation, or certification in any application,
record, report or other document filed or required to be maintained under this permit,
including reports of compliance or noncompliance shall, upon conviction, be punished
in accordance with ECL §71-1933 and or Articles 175 and 210 of the New York State
Penal Law.
37
(Part VII.R)
R. Other Permits
Nothing in this permit relieves the owneroroperatorfrom a requirement to obtain any
other permits required by law.
38
APPENDIX A— Acronyms and Definitions
Acronyms
APO —Agency Preservation Officer
BMP — Best Management Practice
CPESC — Certified Professional in Erosion and Sediment Control
Cpv — Channel Protection Volume
CWA— Clean Water Act (or the Federal Water Pollution Control Act, 33 U.S.C. §1251 et
seq)
DOW— Division of Water
EAF — Environmental Assessment Form
ECL - Environmental Conservation Law
EPA — U. S. Environmental Protection Agency
HSG — Hydrologic Soil Group
MS4 — Municipal Separate Storm Sewer System
NOI — Notice of Intent
NOT — Notice of Termination
NPDES — National Pollutant Discharge Elimination System
OPRHP — Office of Parks, Recreation and Historic Places
Qf— Extreme Flood
Qp — Overbank Flood
RRv — Runoff Reduction Volume
RWE — Regional Water Engineer
SEQR — State Environmental Quality Review
SEQRA - State Environmental Quality Review Act
SHPA — State Historic Preservation Act
SPDES — State Pollutant Discharge Elimination System
SWPPP — Stormwater Pollution Prevention Plan
TMDL — Total Maximum Daily Load
UPA — Uniform Procedures Act
USDA— United States Department of Agriculture
WQv —Water Quality Volume
39
Appendix A
Definitions
All definitions in this section are solely for the purposes of this permit.
Agricultural Building — a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock or other horticultural products; excluding any
structure designed, constructed or used, in whole or in part, for human habitation, as a
place of employment where agricultural products are processed, treated or packaged,
or as a place used by the public.
Agricultural Property —means the land for construction of a barn, agricultural building,
silo, stockyard, pen or other structural practices identified in Table II in the "Agricultural
Management Practices Catalog for Nonpoint Source Pollution in New York State"
prepared by the Department in cooperation with agencies of New York Nonpoint Source
Coordinating Committee (dated June 2007).
Alter Hydrology from Pre to Post-Development Conditions - means the post-
development peak flow rate(s) has increased by more than 5% of the pre-developed
condition for the design storm of interest (e.g. 10 yr and 100 yr).
Combined Sewer - means a sewer that is designed to collect and convey both
"sewage" and "stormwater".
Commence (Commencement o� Construction Activities - means the initial
disturbance of soils associated with clearing, grading or excavation activities; or other
construction related activities that disturb or expose soils such as demolition, stockpiling
of fill material, and the initial installation of erosion and sediment control practices
required in the SWPPP. See definition for "Construction Activity(ies)" also.
Construction Activity(ies) - means any clearing, grading, excavation, filling, demolition
or stockpiling activities that result in soil disturbance. Clearing activities can include, but
are not limited to, logging equipment operation, the cutting and skidding of trees, stump
removal and/or brush root removal. Construction activity does not include routine
maintenance that is perFormed to maintain the original line and grade, hydraulic
capacity, or original purpose of a facility.
Construction Site — means the land area where construction activity(ies) will occur.
See definition for "Commence (Commencement of) Construction Activities"and "Larger
Common Plan of Development or Sale"also.
Dewatering — means the act of draining rainwater and/or groundwater from building
foundations, vaults or excavations/trenches.
Direct Discharge (to a specific surface waterbody) - means that runoff flows from a
construction site by overland flow and the first point of discharge is the specific surface
waterbody, or runoff flows from a construction site to a separate storm sewer system
40
Appendix A
and the first point of discharge from the separate storm sewer system is the specific
surface waterbody.
Discharge(s) - means any addition of any pollutant to waters of the State through an
outlet or point source.
Embankment—means an earthen or rock slope that supports a road/highway.
Endangered or Threatened Species — see 6 NYCRR Part 182 of the Department's
rules and regulations for definition of terms and requirements.
Environmental Conservation Law (ECL) - means chapter 43-B of the Consolidated
Laws of the State of New York, entitled the Environmental Conservation Law.
Equivalent (Equivalence) — means that the practice or measure meets all the
performance, longevity, maintenance, and safety objectives of the technical standard
and will provide an equal or greater degree of water quality protection.
Final Stabilization - means that all soil disturbance activities have ceased and a
uniform, perennial vegetative cover with a density of eighty (80) percent over the entire
pervious surface has been established; or other equivalent stabilization measures, such
as permanent landscape mulches, rock rip-rap or washed/crushed stone have been
applied on all disturbed areas that are not covered by permanent structures, concrete or
pavement.
General SPDES permit - means a SPDES permit issued pursuant to 6 NYCRR Part
750-1.21 and Section 70-0117 of the ECL authorizing a category of discharges.
Groundwater(s) - means waters in the saturated zone. The saturated zone is a
subsurface zone in which all the interstices are filled with water under pressure greater
than that of the atmosphere. Although the zone may contain gas-filled interstices or
interstices filled with fluids other than water, it is still considered saturated.
Historic Property — means any building, structure, site, object or district that is listed on
the State or National Registers of Historic Places or is determined to be eligible for
listing on the State or National Registers of Historic Places.
Impervious Area (Cover) - means all impermeable surfaces that cannot effectively
infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots,
driveways, roads, runways and sidewalks); building rooftops and miscellaneous
impermeable structures such as patios, pools, and sheds.
Infeasible — means not technologically possible, or not economically practicable and
achievable in light of best industry practices.
41
Appendix A
Larger Common Plan of Development or Sale - means a contiguous area where
multiple separate and distinct construction activities are occurring, or will occur, under
one plan. The term "plan" in "larger common plan of development or sale" is broadly
defined as any announcement or piece of documentation (including a sign, public notice
or hearing, marketing plan, advertisement, drawing, permit application, State
Environmental Quality Review Act (SEQRA) environmental assessment form or other
documents, zoning request, computer design, etc.) or physical demarcation (including
boundary signs, lot stakes, surveyor markings, etc.) indicating that construction
activities may occur on a specific plot.
For discrete construction projects that are located within a larger common plan of
development or sale that are at least 1/4 mile apart, each project can be treated as a
separate plan of development or sale provided any interconnecting road, pipeline or
utility project that is part of the same "common plan" is not concurrently being disturbed.
Minimize — means reduce and/or eliminate to the extent achievable using control
measures (including best management practices) that are technologically available and
economically practicable and achievable in light of best industry practices.
Municipal Separate Storm Sewer (MS4) - a conveyance or system of conveyances
(including roads with drainage systems, municipal streets, catch basins, curbs, gutters,
ditches, man-made channels, or storm drains):
(i) Owned or operated by a State, city, town, borough, county, parish, district,
association, or other public body (created by or pursuant to State law) having
jurisdiction over disposal of sewage, industrial wastes, stormwater, or other
wastes, including special districts under State law such as a sewer district,
flood control district or drainage district, or similar entity, or an Indian tribe or
an authorized Indian tribal organization, or a designated and approved
management agency under section 208 of the CWA that discharges to
surface waters of the State;
(ii) Designed or used for collecting or conveying stormwater;
(iii) Which is not a combined sewer, and
(iv) Which is not part of a Publicly Owned Treatment Works (POTW) as defined
at 40 CFR 122.2.
National Pollutant Discharge Elimination System (NPDES) - means the national
system for the issuance of wastewater and stormwater permits under the Federal Water
Pollution Control Act (Clean Water Act).
Natural Buffer —means an undisturbed area with natural cover running along a surface
water (e.g. wetland, stream, river, lake, etc.).
New Development — means any land disturbance that does not meet the definition of
Redevelopment Activity included in this appendix.
42
Appendix A
New York State Erosion and Sediment Control Certificate Program — a certificate
program that establishes and maintains a process to identify and recognize individuals
who are capable of developing, designing, inspecting and maintaining erosion and
sediment control plans on projects that disturb soils in New York State. The certificate
program is administered by the New York State Conservation District Employees
Association.
NOI Acknowledgment Letter - means the letter that the Department sends to an
owner or operator to acknowledge the Department's receipt and acceptance of a
complete Notice of Intent. This letter documents the owner's or operator's authorization
to discharge in accordance with the general permit for stormwater discharges from
construction activity.
Nonpoint Source - means any source of water pollution or pollutants which is not a
discrete conveyance or point source permitted pursuant to Title 7 or 8 of Article 17 of
the Environmental Conservation Law (see ECL Section 17-1403).
Overbank —means flow events that exceed the capacity of the stream channel and spill
out into the adjacent floodplain.
Owner or Operator - means the person, persons or legal entity which owns or leases
the property on which the construction activity is occurring; an entity that has
operational control over the construction plans and specifications, including the ability to
make modifications to the plans and specifications; and/or an entity that has day-to-day
operational control of those activities at a project that are necessary to ensure
compliance with the permit conditions.
Performance Criteria — means the design criteria listed under the "Required Elements"
sections in Chapters 5, 6 and 10 of the technical standard, New York State Stormwater
Management Design Manual, dated January 2015. It does not include the Sizing
Criteria (i.e. WQv, RRv, Cpv, Qp and Qf ) in Part I.C.2. of the permit.
Point Source - means any discernible, confined and discrete conveyance, including but
not limited to any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container,
rolling stock, concentrated animal feeding operation, vessel or other floating craft, or
landfill leachate collection system from which pollutants are or may be discharged.
Pollutant - means dredged spoil, filter backwash, solid waste, incinerator residue,
sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials,
radioactive materials, heat, wrecked or discarded equipment, rock, sand and industrial,
municipal, agricultural waste and ballast discharged into water; which may cause or
might reasonably be expected to cause pollution of the waters of the state in
contravention of the standards or guidance values adopted as provided in 6 NYCRR
Parts 700 et seq .
43
Appendix A
Qualified Inspector - means a person that is knowledgeable in the principles and
practices of erosion and sediment control, such as a licensed Professional Engineer,
Certified Professional in Erosion and Sediment Control (CPESC), Registered
Landscape Architect, New York State Erosion and Sediment Control Certificate
Program holder or other Department endorsed individual(s).
It can also mean someone working under the direct supervision of, and at the same
company as, the licensed Professional Engineer or Registered Landscape Architect,
provided that person has training in the principles and practices of erosion and sediment
control. Training in the principles and practices of erosion and sediment control means
that the individual working under the direct supervision of the licensed Professional
Engineer or Registered Landscape Architect has received four (4) hours of Department
endorsed training in proper erosion and sediment control principles from a Soil and
Water Conservation District, or other Department endorsed entity. After receiving the
initial training, the individual working under the direct supervision of the licensed
Professional Engineer or Registered Landscape Architect shall receive four (4) hours of
training every three (3) years.
It can also mean a person that meets the Qualified Professional qualifications in
addition to the Qualified Inspectorqualifications.
Note: Inspections of any post-construction stormwater management practices that
include structural components, such as a dam for an impoundment, shall be perFormed
by a licensed Professional Engineer.
Qualified Professional - means a person that is knowledgeable in the principles and
practices of stormwater management and treatment, such as a licensed Professional
Engineer, Registered Landscape Architect or other Department endorsed individual(s).
Individuals preparing SWPPPs that require the post-construction stormwater
management practice component must have an understanding of the principles of
hydrology, water quality management practice design, water quantity control design,
and, in many cases, the principles of hydraulics. All components of the SWPPP that
involve the practice of engineering, as defined by the NYS Education Law (see Article
145), shall be prepared by, or under the direct supervision of, a professional engineer
licensed to practice in the State of New York.
Redevelopment Activity(ies) — means the disturbance and reconstruction of existing
impervious area, including impervious areas that were removed from a project site within
five (5) years of preliminary project plan submission to the local government (i.e. site plan,
subdivision, etc.).
Regulated, Traditional Land Use Control MS4 - means a city, town or village with
land use control authority that is authorized to discharge under New York State DEC's
44
Appendix A
SPDES General Permit For Stormwater Discharges from Municipal Separate
Stormwater Sewer Systems (MS4s) or the City of New York's Individual SPDES Permit
for their Municipal Separate Storm Sewer Systems (NY-0287890).
Routine Maintenance Activity - means construction activity that is performed to
maintain the original line and grade, hydraulic capacity, or original purpose of a facility,
including, but not limited to:
■ Re-grading of gravel roads or parking lots,
■ Cleaning and shaping of existing roadside ditches and culverts that maintains
the approximate original line and grade, and hydraulic capacity of the ditch,
■ Cleaning and shaping of existing roadside ditches that does not maintain the
approximate original grade, hydraulic capacity and purpose of the ditch if the
changes to the line and grade, hydraulic capacity or purpose of the ditch are
installed to improve water quality and quantity controls (e.g. installing grass
lined ditch),
■ Placement of aggregate shoulder backing that stabilizes the transition between
the road shoulder and the ditch or embankment,
■ Full depth milling and filling of existing asphalt pavements, replacement of
concrete pavement slabs, and similar work that does not expose soil or disturb
the bottom six (6) inches of subbase material,
■ Long-term use of equipment storage areas at or near highway maintenance
facilities,
■ Removal of sediment from the edge of the highway to restore a previously
existing sheet-flow drainage connection from the highway surface to the
highway ditch or embankment,
■ Existing use of Canal Corp owned upland disposal sites for the canal, and
■ Replacement of curbs, gutters, sidewalks and guide rail posts.
Site limitations — means site conditions that prevent the use of an infiltration technique
and or infiltration of the total WQv. Typical site limitations include: seasonal high
groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5
inches/hour. The existence of site limitations shall be confirmed and documented using
actual field testing (i.e. test pits, soil borings, and infiltration test) or using information
from the most current United States Department of Agriculture (USDA) Soil Survey for
the County where the project is located.
Sizing Criteria — means the criteria included in Part I.C.2 of the permit that are used to
size post-construction stormwater management control practices. The criteria include;
Water Quality Volume (WQv), Runoff Reduction Volume (RRv), Channel Protection
Volume (Cpv), Overbank Flood (Qp), and Extreme Flood (Qf).
State Pollutant Discharge Elimination System (SPDES) - means the system
established pursuant to Article 17 of the ECL and 6 NYCRR Part 750 for issuance of
permits authorizing discharges to the waters of the state.
45
Appendix A
Steep Slope — means land area designated on the current United States Department of
Agriculture ("USDA") Soil Survey as Soil Slope Phase "D", (provided the map unit name
is inclusive of slopes greater than 25%) , or Soil Slope Phase E or F, (regardless of the
map unit name), or a combination of the three designations.
Streambank — as used in this permit, means the terrain alongside the bed of a creek or
stream. The bank consists of the sides of the channel, between which the flow is confined.
Stormwater Pollution Prevention Plan (SWPPP) — means a project specific report,
including construction drawings, that among other things: describes the construction
activity(ies), identifies the potential sources of pollution at the construction site; describes
and shows the stormwater controls that will be used to control the pollutants (i.e. erosion
and sediment controls; for many projects, includes post-construction stormwater
management controls); and identifies procedures the owneroroperatorwill implement to
comply with the terms and conditions of the permit. See Part III of the permit for a
complete description of the information that must be included in the SWPPP.
Surface Waters of the State - shall be construed to include lakes, bays, sounds,
ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes,
inlets, canals, the Atlantic ocean within the territorial seas of the state of New York and
all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt,
public or private (except those private waters that do not combine or effect a junction
with natural surFace waters), which are wholly or partially within or bordering the state
or within its jurisdiction. Waters of the state are further defined in 6 NYCRR Parts 800 to
941.
Temporarily Ceased — means that an existing disturbed area will not be disturbed
again within 14 calendar days of the previous soil disturbance.
Temporary Stabilization - means that exposed soil has been covered with material(s)
as set forth in the technical standard, New York Standards and Specifications for
Erosion and Sediment Control, to prevent the exposed soil from eroding. The materials
can include, but are not limited to, mulch, seed and mulch, and erosion control mats
(e.g. jute twisted yarn, excelsior wood fiber mats).
Total Maximum Daily Loads (TMDLs) -A TMDL is the sum of the allowable loads of a
single pollutant from all contributing point and nonpoint sources. It is a calculation of the
maximum amount of a pollutant that a waterbody can receive on a daily basis and still
meet water quality standards, and an allocation of that amount to the pollutant's
sources. A TMDL stipulates wasteload allocations (WLAs) for point source discharges,
load allocations (LAs) for nonpoint sources, and a margin of safety (MOS).
Trained Contractor - means an employee from the contracting (construction) company,
identified in Part III.A.6., that has received four (4) hours of Department endorsed
46
Appendix A
training in proper erosion and sediment control principles from a Soil and Water
Conservation District, or other Department endorsed entity. After receiving the initial
training, the trained contractorshall receive four (4) hours of training every three (3)
years.
It can also mean an employee from the contracting (construction) company, identified in
Part I I I.A.6., that meets the qualified inspector qualifications (e.g. licensed Professional
Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered
Landscape Architect, New York State Erosion and Sediment Control Certificate
Program holder, or someone working under the direct supervision of, and at the same
company as, the licensed Professional Engineer or Registered Landscape Architect,
provided they have received four (4) hours of Department endorsed training in proper
erosion and sediment control principles from a Soil and Water Conservation District, or
other Department endorsed entity).
The trained contractor is responsible for the day to day implementation of the SWPPP.
Uniform Procedures Act (UPA) Permit - means a permit required under 6 NYCRR
Part 621 of the Environmental Conservation Law (ECL), Article 70.
Water Quality Standard - means such measures of purity or quality for any waters in
relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et
seq.
47
APPENDIX B — Required SWPPP Components by Project Type
Table 1
Construction Activities that Require the Preparation of a SWPPP That Only
Includes Erosion and Sediment Controls
The following construction activities that involve soil disturbances of one (1) or more acres of
land, but less than five (5) acres:
• Single family home not located in one of the watersheds listed in Appendix C or not directly
discharging to one of the 303(d) segments listed in Appendix E
• Single family residential subdivisions with 25% or less impervious cover at total site build-out and
not located in one of the watersheds listed in Appendix C and not directly discharging to one of the
303(d)segments listed in Appendix E
• Construction of a barn or other agricultural building, silo, stock yard or pen.
The following construction activities that involve soil disturbances between five thousand (5000)
square feet and one (1)acre of land:
All construction activities located in the watersheds identified in Appendix D that involve soil
disturbances between five thousand (5,000) square feet and one (1) acre of land.
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Installation of underground, linear utilities; such as gas lines, fiber-optic cable, cable TV,
electric, telephone, sewer mains, and water mains
• Environmental enhancement projects, such as wetland mitigation projects, stormwater retrofits and
stream restoration projects
• Pond construction
• Linear bike paths running through areas with vegetative cover, including bike paths surfaced with an
impervious cover
• Cross-country ski trails and walking/hiking trails
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are not part of
residential, commercial or institutional development;
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that include
incidental shoulder or curb work along an existing highway to support construction of the sidewalk,
bike path or walking path.
• Slope stabilization projects
• Slope flattening that changes the grade of the site, but does not significantly change the runoff
characteristics
48
Appendix B
TaI�I@ � (COIltI11U@CI� CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A
SWPPP
THAT ONLY INCLUDES EROSION AND SEDIMENT CONTROLS
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Spoil areas that will be covered with vegetation
• Vegetated open space projects (i.e. recreational parks, lawns, meadows, fields, downhill ski trails)
excluding projects that alter hydrology from pre to post development conditions,
• Athletic fields (natural grass)that do not include the construction or reconstruction of impervious
area and do not alter hydrology from pre to post development conditions
• Demolition project where vegetation will be established, and no redevelopment is planned
• Overhead electric transmission line project that does not include the construction of permanent
access roads or parking areas surfaced with impervious cover
• Structural practices as identified in Table II in the "Agricultural Management Practices Catalog for
Nonpoint Source Pollution in New York State", excluding projects that involve soil disturbances of
greater than five acres and construction activities that include the construction or reconstruction of
impervious area
• Temporary access roads, median crossovers, detour roads, lanes, or other temporary impervious
areas that will be restored to pre-construction conditions once the construction activity is complete
49
Appendix B
Table 2
CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES
POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Single family home located in one of the watersheds listed in Appendix C or directly discharging to
one of the 303(d)segments listed in Appendix E
• Single family home that disturbs five (5)or more acres of land
• Single family residential subdivisions located in one of the watersheds listed in Appendix C or
directly discharging to one of the 303(d) segments listed in Appendix E
• Single family residential subdivisions that involve soil disturbances of between one (1) and five (5)
acres of land with greater than 25% impervious cover at total site build-out
• Single family residential subdivisions that involve soil disturbances of five (5)or more acres of land,
and single family residential subdivisions that involve soil disturbances of less than five (5) acres
that are part of a larger common plan of development or sale that will ultimately disturb five or more
acres of land
• Multi-family residential developments; includes duplexes, townhomes, condominiums, senior
housing complexes, apartment complexes, and mobile home parks
• Airports
• Amusement parks
• Breweries, cideries, and wineries, including establishments constructed on agricultural land
• Campgrounds
• Cemeteries that include the construction or reconstruction of impervious area (>5%of disturbed
area)or alter the hydrology from pre to post development conditions
• Commercial developments
• Churches and other places of worship
• Construction of a barn or other agricultural building(e.g. silo) and structural practices as identified in
Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New
York State"that include the construction or reconstruction of impervious area, excluding projects
that involve soil disturbances of less than five acres.
• Golf courses
• Institutional development; includes hospitals, prisons, schools and colleges
• Industrial facilities; includes industrial parks
• Landfills
• Municipal facilities; includes highway garages, transfer stations, office buildings, POTW's, water
treatment plants, and water storage tanks
• Office complexes
• Playgrounds that include the construction or reconstruction of impervious area
• Sports complexes
• Racetracks; includes racetracks with earthen (dirt)surface
• Road construction or reconstruction, including roads constructed as part of the construction
activities listed in Table 1
50
Appendix B
Table 2 (Continued)
CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES
POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES
The following construction activities that involve soil disturbances of one (1) or more acres of
land:
• Parking lot construction or reconstruction, including parking lots constructed as part of the
construction activities listed in Table 1
• Athletic fields (natural grass)that include the construction or reconstruction of impervious area (>5%
of disturbed area) or alter the hydrology from pre to post development conditions
• Athletic fields with artificial turf
• Permanent access roads, parking areas, substations, compressor stations and well drilling pads,
surfaced with impervious cover, and constructed as part of an over-head electric transmission line
project, wind-power project, cell tower project, oil or gas well drilling project, sewer or water main
project or other linear utility project
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are part of a
residential, commercial or institutional development
• Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are part of a
highway construction or reconstruction project
• All other construction activities that include the construction or reconstruction of impervious area or
alter the hydrology from pre to post development conditions, and are not listed in Table 1
51
APPENDIX C — Watersheds Requiring Enhanced Phosphorus Removal
Watersheds where owners or operators of construction activities identified in
Table 2 of Appendix B must prepare a SWPPP that includes post-construction
stormwater management practices designed in conformance with the Enhanced
Phosphorus Removal Standards included in the technical standard, New York
State Stormwater Management Design Manual ("Design Manual").
• Entire New York City Watershed located east of the Hudson River - Figure 1
• Onondaga Lake Watershed - Figure 2
• Greenwood Lake Watershed -Figure 3
• Oscawana Lake Watershed — Figure 4
• Kinderhook Lake Watershed — Fi ure 5
52
Appendix C
Fiqure 1 - New York Citv Watershed East of the Hudson
EEKMAN
EAST FISHKILL
� PAWLING
�
ATTERSaN
KENT
� SDLJTH EAST
PUT AM VALLE
CARMEL B�WSTER
N RTH SALEM
S�MERS
COR A T VIlISB�RD
RKTOW
EDFORD
� N RIDG
OUN K CO
W TLE
RTH CAST
M U LEASAN
� HA SaN
� 0 EaH Watershed
53
Appendix C
Fiqure 2 - Onondaqa Lake Watershed
�
CLRY
CICER�
VAN gLJ R EN �"�'""�� ��:, N� H � .,.. LJ S�F�-r--4
'� �, � _ „_ .� ��
�'`�� ��� ��
LI V�I�,���L
�
`� SALINA MAN LJS
:.. __ _
,-�,. : ., ,
._ � x�
S�3LVA'Y EAST �l�A� SE
AMII�LUS G DDES �`�
ELBRI D�
- � SYRACU `� �
� DEWITT
,�,,.�_,�. _ �,�.,��
��
k
; ARCELLUS ���
;
SKAN ATELES p�p�DR�R
�. I
-�
�
�
; _
���' �`� LAFAYET E s
,:,� �TISC� .�— _ �
��� � � � � - �`
� PAFF D � �� �
�
TLJ LLY �
�
�
�.
�
,�, . a.�.,.,� ,
� , �
0 Ph sphorus Wate s ecl������ �--�
�—PREBLE
�
54
Appendix C
Fiqure 3 - Greenwood Lake Watershed
WARWICK �
�
GREENWOOD LAKE �
0 Phosphorus Watershed
55
Appendix C
Fiqure 4 - Oscawana Lake Watershed
PHILIPSTQWN . I
I
i
KENT
� --—
�
PUTNAM VAL�.EY
+�r . .
�
,'
' ' �--�SCAWANA LAKE �
f �'I ' � �
~ 4
� 4
� `�
r� ���
{!'�
i ��y�
� ��Z -_
�~y '
�v`
I
I
I
CARMEL
� Ph�sphorus Watersh ed
56
Appendix C
Fiqure 5 - Kinderhook Lake Watershed
S,�N D LAKE
�!AS�' ����N�'l��H
� ��"''��--•�?�
� p
1tilAS SI�U
�Ff�D�a�K
� ,� iVE� LEB�JVI
�
�
�
FCINaERH�rJ K � .
�� �GH�THl�;2k+1
C�I,�.�N
1f�41 E1TIF
Ta�m,�Iill�9�.c�r Cr�+�vrrder'�'#vr f�xr V�r4c 5#aL� o � z �r�u�s
� FCm�ioOk L_eA4��4'�k€�11� � r i i � r i i �
57
APPENDIX D — Watersheds with Lower Disturbance Threshold
Watersheds where owners or operators of construction activities that involve soil
disturbances between five thousand (5000) square feet and one (1) acre of land
must obtain coverage under this permit.
Entire New York City Watershed that is located east of the Hudson River - See Figure
1 in Appendix C
58
APPENDIX E — 303(d) Segments Impaired by Construction Related Pollutant(s)
List of 303(d) segments impaired by pollutants related to construction activity(e.g. silt, sediment
or nutrients). The list was developed using "The Final New York State 2016 Section 303(d) List
of Impaired Waters Requiring a TMDL/Other Strategy" dated November 2016. Owners or
operators of single family home and single family residential subdivisions with 25% or less total
impervious cover at total site build-out that involve soil disturbances of one or more acres of
land, but less than 5 acres, and directly discharge to one of the listed segments below shall
prepare a SWPPP that includes post-construction stormwater management practices designed
in conformance with the New York State Stormwater Management Design Manual ("Design
Manual"), dated January 2015.
COUNTY WATERBODY POLLUTANT
Albany Ann Lee (Shakers) Pond, Stump Pond Nutrients
Albany Basic Creek Reservoir Nutrients
Allegany Amity Lake, Saunders Pond Nutrients
Bronx Long Island Sound, Bronx Nutrients
Bronx Van Cortlandt Lake Nutrients
Broome Fly Pond, Deer Lake, Sky Lake Nutrients
Broome Minor Tribs to Lower Susquehanna (north) Nutrients
Broome Whitney Point Lake/Reservoir Nutrients
Cattaraugus Allegheny River/Reservoir Nutrients
Cattaraugus Beaver (Alma) Lake Nutrients
Cattaraugus Case Lake Nutrients
Cattaraugus Linlyco/Club Pond Nutrients
Cayuga Duck Lake Nutrients
Cayuga Little Sodus Bay Nutrients
Chautauqua Bear Lake Nutrients
Chautauqua Chadakoin River and tribs Nutrients
Chautauqua Chautauqua Lake, North Nutrients
Chautauqua Chautauqua Lake, South Nutrients
Chautauqua Findley Lake Nutrients
Chautauqua Hulburt/Clymer Pond Nutrients
Clinton Great Chazy River, Lower, Main Stem Silt/Sediment
Clinton Lake Champlain, Main Lake, Middle Nutrients
Clinton Lake Champlain, Main Lake, North Nutrients
Columbia Kinderhook Lake Nutrients
Columbia Robinson Pond Nutrients
Cortland Dean Pond Nutrients
59
303(d) Segments Impaired by Construction Related Pollutant(s)
Dutchess Fall Kill and tribs Nutrients
Dutchess Hillside Lake Nutrients
Dutchess Wappingers Lake Nutrients
Dutchess Wappingers Lake Silt/Sediment
Erie Beeman Creek and tribs Nutrients
Erie Ellicott Creek, Lower, and tribs Silt/Sediment
Erie Ellicott Creek, Lower, and tribs Nutrients
Erie Green Lake Nutrients
Erie Little Sister Creek, Lower, and tribs Nutrients
Erie Murder Creek, Lower, and tribs Nutrients
Erie Rush Creek and tribs Nutrients
Erie Scajaquada Creek, Lower, and tribs Nutrients
Erie Scajaquada Creek, Middle, and tribs Nutrients
Erie Scajaquada Creek, Upper, and tribs Nutrients
Erie South Branch Smoke Cr, Lower, and tribs Silt/Sediment
Erie South Branch Smoke Cr, Lower, and tribs Nutrients
Essex Lake Champlain, Main Lake, South Nutrients
Essex Lake Champlain, South Lake Nutrients
Essex Willsboro Bay Nutrients
Genesee Bigelow Creek and tribs Nutrients
Genesee Black Creek, Middle, and minor tribs Nutrients
Genesee Black Creek, Upper, and minor tribs Nutrients
Genesee Bowen Brook and tribs Nutrients
Genesee LeRoy Reservoir Nutrients
Genesee Oak Orchard Cr, Upper, and tribs Nutrients
Genesee Tonawanda Creek, Middle, Main Stem Nutrients
Greene Schoharie Reservoir Silt/Sediment
Greene Sleepy Hollow Lake Silt/Sediment
Herkimer Steele Creek tribs Silt/Sediment
Herkimer Steele Creek tribs Nutrients
Jefferson Moon Lake Nutrients
Kings Hendrix Creek Nutrients
Kings Prospect Park Lake Nutrients
Lewis Mill Creek/South Branch, and tribs Nutrients
Livingston Christie Creek and tribs Nutrients
Livingston Conesus Lake Nutrients
Livingston Mill Creek and minor tribs Silt/Sediment
Monroe Black Creek, Lower, and minor tribs Nutrients
Monroe Buck Pond Nutrients
Monroe Cranberry Pond Nutrients
60
303(d) Segments Impaired by Construction Related Pollutant(s)
Monroe Lake Ontario Shoreline, Western Nutrients
Monroe Long Pond Nutrients
Monroe Mill Creek and tribs Nutrients
Monroe Mill Creek/Blue Pond Outlet and tribs Nutrients
Monroe Minor Tribs to Irondequoit Bay Nutrients
Monroe Rochester Embayment- East Nutrients
Monroe Rochester Embayment-West Nutrients
Monroe Shipbuilders Creek and tribs Nutrients
Monroe Thomas Creek/White Brook and tribs Nutrients
Nassau Beaver Lake Nutrients
Nassau Camaans Pond Nutrients
Nassau East Meadow Brook, Upper, and tribs Silt/Sediment
Nassau East Rockaway Channel Nutrients
Nassau Grant Park Pond Nutrients
Nassau Hempstead Bay Nutrients
Nassau Hempstead Lake Nutrients
Nassau Hewlett Bay Nutrients
Nassau Hog Island Channel Nutrients
Nassau Long Island Sound, Nassau County Waters Nutrients
Nassau Massapequa Creek and tribs Nutrients
Nassau Milburn/Parsonage Creeks, Upp, and tribs Nutrients
Nassau Reynolds Channel,west Nutrients
Nassau Tidal Tribs to Hempstead Bay Nutrients
Nassau Tribs (fresh)to East Bay Nutrients
Nassau Tribs (fresh)to East Bay Silt/Sediment
Nassau Tribs to Smith/Halls Ponds Nutrients
Nassau Woodmere Channel Nutrients
New York Harlem Meer Nutrients
New York The Lake in Central Park Nutrients
Niagara Bergholtz Creek and tribs Nutrients
Niagara Hyde Park Lake Nutrients
Niagara Lake Ontario Shoreline, Western Nutrients
Niagara Lake Ontario Shoreline, Western Nutrients
Oneida Ballou, Nail Creeks and tribs Nutrients
Onondaga Harbor Brook, Lower, and tribs Nutrients
Onondaga Ley Creek and tribs Nutrients
Onondaga Minor Tribs to Onondaga Lake Nutrients
Onondaga Ninemile Creek, Lower, and tribs Nutrients
Onondaga Onondaga Creek, Lower, and tribs Nutrients
Onondaga Onondaga Creek, Middle, and tribs Nutrients
61
303(d) Segments Impaired by Construction Related Pollutant(s)
Onondaga Onondaga Lake, northern end Nutrients
Onondaga Onondaga Lake, southern end Nutrients
Ontario Great Brook and minor tribs Silt/Sediment
Ontario Great Brook and minor tribs Nutrients
Ontario Hemlock Lake Outlet and minor tribs Nutrients
Ontario Honeoye Lake Nutrients
Orange Greenwood Lake Nutrients
Orange Monhagen Brook and tribs Nutrients
Orange Orange Lake Nutrients
Orleans Lake Ontario Shoreline, Western Nutrients
Orleans Lake Ontario Shoreline, Western Nutrients
Oswego Lake Neatahwanta Nutrients
Oswego Pleasant Lake Nutrients
Putnam Bog Brook Reservoir Nutrients
Putnam Boyd Corners Reservoir Nutrients
Putnam Croton Falls Reservoir Nutrients
Putnam Diverting Reservoir Nutrients
Putnam East Branch Reservoir Nutrients
Putnam Lake Carmel Nutrients
Putnam Middle Branch Reservoir Nutrients
Putnam Oscawana Lake Nutrients
Putnam Palmer Lake Nutrients
Putnam West Branch Reservoir Nutrients
Queens Bergen Basin Nutrients
Queens Flushing Creek/Bay Nutrients
Queens Jamaica Bay, Eastern, and tribs (Queens) Nutrients
Queens Kissena Lake Nutrients
Queens Meadow Lake Nutrients
Queens Willow Lake Nutrients
Rensselaer Nassau Lake Nutrients
Rensselaer Snyders Lake Nutrients
Richmond Grasmere Lake/Bradys Pond Nutrients
Rockland Congers Lake, Swartout Lake Nutrients
Rockland Rockland Lake Nutrients
Saratoga Ballston Lake Nutrients
Saratoga Dwaas Kill and tribs Silt/Sediment
Saratoga Dwaas Kill and tribs Nutrients
Saratoga Lake Lonely Nutrients
Saratoga Round Lake Nutrients
Saratoga Tribs to Lake Lonely Nutrients
62
303(d) Segments Impaired by Construction Related Pollutant(s)
Schenectady Collins Lake Nutrients
Schenectady Duane Lake Nutrients
Schenectady Mariaville Lake Nutrients
Schoharie Engleville Pond Nutrients
Schoharie Summit Lake Nutrients
Seneca Reeder Creek and tribs Nutrients
St.Lawrence Black Lake Outlet/Black Lake Nutrients
St.Lawrence Fish Creek and minor tribs Nutrients
Steuben Smith Pond Nutrients
Suffolk Agawam Lake Nutrients
Suffolk Big/Little Fresh Ponds Nutrients
Suffolk Canaan Lake Silt/Sediment
Suffolk Canaan Lake Nutrients
Suffolk Flanders Bay,West/Lower Sawmill Creek Nutrients
Suffolk Fresh Pond Nutrients
Suffolk Great South Bay, East Nutrients
Suffolk Great South Bay, Middle Nutrients
Suffolk Great South Bay, West Nutrients
Suffolk Lake Ronkonkoma Nutrients
Suffolk Long Island Sound, Suffolk County, West Nutrients
Suffolk Mattituck (Marratooka) Pond Nutrients
Suffolk Meetinghouse/Terrys Creeks and tribs Nutrients
Suffolk Mill and Seven Ponds Nutrients
Suffolk Millers Pond Nutrients
Suffolk Moriches Bay, East Nutrients
Suffolk Moriches Bay, West Nutrients
Suffolk Peconic River, Lower, and tidal tribs Nutrients
Suffolk Quantuck Bay Nutrients
Suffolk Shinnecock Bay and Inlet Nutrients
Suffolk Tidal tribs to West Moriches Bay Nutrients
Sullivan Bodine, Montgomery Lakes Nutrients
Sullivan Davies Lake Nutrients
Sullivan Evens Lake Nutrients
Sullivan Pleasure Lake Nutrients
Tompkins Cayuga Lake, Southern End Nutrients
Tompkins Cayuga Lake, Southern End Silt/Sediment
Tompkins Owasco Inlet, Upper, and tribs Nutrients
Ulster Ashokan Reservoir Silt/Sediment
Ulster Esopus Creek, Upper, and minor tribs Silt/Sediment
Warren Hague Brook and tribs Silt/Sediment
63
303(d) Segments Impaired by Construction Related Pollutant(s)
Warren Huddle/Finkle Brooks and tribs Silt/Sediment
Warren Indian Brook and tribs Silt/Sediment
Warren Lake George Silt/Sediment
Warren Tribs to L.George, Village of L George Silt/Sediment
Washington Cossayuna Lake Nutrients
Washington Lake Champlain, South Bay Nutrients
Washington Tribs to L.George, East Shore Silt/Sediment
Washington Wood Cr/Champlain Canal and minor tribs Nutrients
Wayne Port Bay Nutrients
Westchester Amawalk Reservoir Nutrients
Westchester Blind Brook, Upper, and tribs Silt/Sediment
Westchester Cross River Reservoir Nutrients
Westchester Lake Katonah Nutrients
Westchester Lake Lincolndale Nutrients
Westchester Lake Meahagh Nutrients
Westchester Lake Mohegan Nutrients
Westchester Lake Shenorock Nutrients
Westchester Long Island Sound, Westchester(East) Nutrients
Westchester Mamaroneck River, Lower Silt/Sediment
Westchester Mamaroneck River, Upper, and minor tribs Silt/Sediment
Westchester Muscoot/Upper New Croton Reservoir Nutrients
Westchester New Croton Reservoir Nutrients
Westchester Peach Lake Nutrients
Westchester Reservoir No.1 (Lake Isle) Nutrients
Westchester Saw Mill River, Lower, and tribs Nutrients
Westchester Saw Mill River, Middle, and tribs Nutrients
Westchester Sheldrake River and tribs Silt/Sediment
Westchester Sheldrake River and tribs Nutrients
Westchester Silver Lake Nutrients
Westchester Teatown Lake Nutrients
Westchester Titicus Reservoir Nutrients
Westchester Truesdale Lake Nutrients
Westchester Wallace Pond Nutrients
Wyoming Java Lake Nutrients
Wyoming Silver Lake Nutrients
64
APPENDIX F — List of NYS DEC Regional Offices
� • • � • • �
. - � ,
- . . � •
• � � ■ � �
� ' � ■ - • - �
_ _ -._
� �
�
50 CIRCLE ROAD 50 CIRCLE ROAD
� NASSAU AND SUFFOLK STONY BROOK,Nv 11790 STONY BROOK,Nv 11790-3409
TE�.(631)444-0365 TE�.(631)444-0405
1 HUNTERS POINT PLAZA, 1 HUNTERS POINT PLAZA,
2 BRONX,KINGS,NEWYORK, 47-4021sTST. 47-4021sTST.
QUEENS AND RICHMOND LONG ISLAND CITY,Nv 11101-5407 LONG ISLAND CITY,Nv 11101-5407
Te�.(718)482-4997 Te�.(718)482-4933
DUTCHESS,ORANGE,PUTNAM, 21 SOUTH PUTT CORNERS ROAD 100 HILLSIDE AVENUE,SUITE 1W
3 ROCKLAND,SULLIVAN,ULSTER NEW PALTZ,Nv 12561-1696 WHITE PLAINS,NY 10603
AND WESTCHESTER Te�.(845)256-3059 Te�.(914)428-2505
ALBANY,COLUMBIA,
DELAWARE,GREENE, 1150 NoR�WesTcorr Roa� 1130 NoRn�WesTcorr Roa�
4 MONTGOMERY,OTSEGO, SCHENECTADY,Nv 12306-2014 SCHENECTADY,Nv 12306-2014
RENSSELAER,SCHENECTADY Te�.(518)357-2069 Te�.(518)357-2045
AND SCHOHARIE
CLINTON,ESSEX,FRANKLIN, 1115 STa�Rou�86, PO BOX 296 232 GOLF COURSE ROAD
5 FULTON,HAMILTON, RpY BROOK,Nv 12977-0296 WARRENSBURG,Nv 12885-1172 TEL.
SARATOGA,WARREN AND Te�.(518)897-1234 (518)623-1200
WASHINGTON
HERKIMER,JEFFERSON, STATE OFFICE BUILDING STATE OFFICE BUILDING
6 LEWIS,ONEIDA AND 317 WASHINGTON STREET 207 GENESEE STREET
ST. LAWRENCE WATERTOWN, NY 13601-3787 UTICA, NY 13501-2885 TEL.(315)
TEL.(315)785-2245 793-2554
BROOME,CAYUGA,
CHENANGO,CORTLAND, 615 ERIE BLVD.WEST 615 ERIE BLVD.WEST
7 MADISON,ONONDAGA, SYRACUSE, NY 13204-2400 SYRACUSE, NY 13204-2400
OSWEGO,TIOGA AND TEL.(315)426-7438 TEL.(315)426-7500
TOMPKINS
CHEMUNG,GENESEE,
LIVINGSTON,MONROE, 6274 EASTAVON-LIMA 6274 EASTAVON-LIMA RD.
$ ONTARIO,ORLEANS, ROADAVON, NY 14414-9519 AVON, NY 14414-9519
SCHUYLER,SENECA, TEL.(585)226-2466 TEL.(585)226-2466
STEUBEN,WAYNE AND
YATES
ALLEGANY, 270 MICHIGAN AVENUE 270 MICHIGAN AVENUE
9 CATTARAUGUS, gUFFALO, NY 14203-2999 BUFFALO, NY 14203-2999
CHAUTAUQUA, ERIE, TEL.(716)851-7165 TEL.(716)851-7070
NIAGARA AND WYOMING
65
Appendix B
MS4 ACCEPTANCE LETTER
Stormwater Pollution Prevention Plan
B-1
�Ew���t�c �ep�rtm�r�t of
�TATF C F
o���o�Tu��r� En�rironrrt��t�al
C��ser�rativn
NYS Department of Environmental Conservation
Division of Water
625 Broadway, 4th Floor
Albany, New York 12233-3505
MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance
Form
for
Construction Activities Seeking Authorization Under SPDES General Permit
*(NOTE: Attach Completed Form to Notice Of Intent and Submit to Address Above)
I. Project Owner/Operator Information
1. Owner/Operator Name:
2. Contact Person:
3. Street Address:
4. City/State/Zip:
II. Project Site Information
5. Project/Site Name:
6. Street Address:
7. City/State/Zip:
III. Stormwater Pollution Prevention Plan (SWPPP) Review and Acceptance Information
8. SWPPP Reviewed by:
9. Title/Position:
10. Date Final SWPPP Reviewed and Accepted:
IV. Regulated MS4 Information
11. Name of MS4:
12. MS4 SPDES Permit Identification Number: NYR20A
13. Contact Person:
14. Street Address:
15. City/State/Zip:
16. Telephone Number:
Page 1 of 2
MS4 SWPPP Acceptance Form - continued
V. Certification Statement -MS4 Official (principal executive officer or ranking elected official) or
Duly Authorized Representative
I hereby certify that the final Stormwater Pollution Prevention Plan (SWPPP)for the construction project
identified in question 5 has been reviewed and meets the substantive requirements in the SPDES
General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s).
Note: The MS4, through the acceptance of the SWPPP, assumes no responsibility for the accuracy and
adequacy of the design included in the SWPPP. In addition, review and acceptance of the SWPPP by
the MS4 does not relieve the owner/operator or their SWPPP preparer of responsibility or liability for
errors or omissions in the plan.
Printed Name:
Title/Position:
Signature:
Date:
VI.Additional Information
(NYS DEC- MS4 SWPPP Acceptance Form -January 2015)
Page 2 of 2
Appendix C
Operator's Certification Form
Stormwater Pollution Prevention Plan
C- 1
STORM WATER POLLUTION PREVENTION PLAN
OPERATOR'S CERTIFICATION
The Operator that will implement the erosion and sediment control measures described in the SWPPP must
certifying that he/she understands the NYSDEC general permit (GP-0-20-001) authorizing storm water
discharges during construction. This signed statement must be maintained in the SWPPP file on-site.
OWNER:
Business Name:
Business Address:
Telephone No.:
Name of Signatory:
Title of Signatory:
Signature:
Date:
CERTIFICATION:
I have read or been advised of the permit conditions and believe thatl understand them.I also understand that, under the
terms of the permit, there may be reporting requirements. I hereby certzfy that this document and the corresponding
documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting
false informatzon, including the possibility of fine and imprisonment for knowing violations. I further understand that
coverage under the general permit will be identified in the acknowledgment thatl will receive as a result of submitting this
NOI and can be as long as szxty (60) business days as provided for in the general permit. I also understand that, by
submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element
of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being
submitted."
**Signatory Requirements-All NOIs,NOTs and SWPPPs shall be signed as follows:
1. For a corporation:by a(1)president,secretary,treasurer,or vice-president of the corporation in charge of a principle business function,or any other
person authorized to and who performs similar policy or decision-making functions far the corporation; ar (2) the manager of one or more
manufacturing,production or operating facilities,provided the manager is authorized to make management decisions which govern the operation of
the regulated facility including having the explicit or implicit duty of making major capital investment recommendations,and initiating and directing
other comprehensive measures to assure long term environmental compliance with environmental laws and regulations;the manager can endure
that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and
where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures;
2. For a partnership or sole proprietorship:by a general partner or the proprietor,respectively;or
3. For a municipality, State,Federal,or other public agency;by either a principal executive officer or ranking elected official.For purposes of this
section,a principal executive officer of a Federal agency includes(1)the chief executive officer of the agency,ar(2)a senior executive officer
having responsibility far the overall operations of a principal geographic unit of the agency(e.g.Regional Administrators of EPA).
**Note:signature requirements in Part VII.H of the NYSDEC SPDES Permit GP-0-20-001
Appendix C
Contractor's Certification Form
Stormwater Pollution Prevention Plan
C-2
STORM WATER POLLUTION PREVENTION PLAN
CONTRACTOR'S CERTIFICATION
The Contractor and/or Subcontractor(s) that will implement the erosion and sediment control measures
described in the SWPPP must be identified below. Each must sign a statement certifying that they
understand the NYSDEC general pennit (GP-0-20-001) authorizing stonn water discharges during
construction. These statements must be maintained in the SWPPP file on-site.
CONTRACTOR IMPLEMENTING THE SWPPP:
Business Name:
Business Address:
Telephone No.:
Name of Signatory:
Title of Signatory:
S ignature:
Date:
Contractor's Responsibility(s):
Names of Company"Trained Contractors":
1. 4.
2. 5.
3. 6.
CERTIFICATION:
"I hereby certify under penalry of law that I understand and agree to comply with the terms and conditions of the
SWPPP and agree to implement any corrective actions identified by the Qualified Inspector during a site inspection.
I also understand that the Owner or Operator must comply with the terms and conditions of the most current version
of the New York State Pollutant Discharge Eliininarion System ("SPDES") general permit for stormwater
discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of
water qualiry standards. Furthermore, I am aware that there are significant penalties for submitking false
information, that I do not believe to be true, including the possibiliry of fine and imprisonment for knowing
violations."
Appendix E
Record of Stabilization and Construction Activity Dates
(Sample Form)
Stormwater Pollution Prevention Plan
E
�n� QR� nc.
GRADING & STABILIZATION ACTIVITIES LOG
GRADING STABILIZATION
Temporary
Start Description of Activity End Date or Start Description of Measures and Location
Date Permanent Date
Page_of_
Appendix F
Post-Construction Inspections and Maintenance
Stormwater Pollution Prevention Plan
F
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
lA INTRODUCTION
The importance of maintaining your stormwater management practices cannot be overlooked. Properly
maintaining your system can sa�e you tune and money down the road. If properly maintained, a system will not
require replacement and will not lead to failure.
2.0 FIRST YEAR MAINTENANCE
Site cover will require additional maintenance during the first year following installation. Owners will need to:
• Water grass areas once every three days for first month, and then provide a half inch of water per week during
the first year.
• Fertiliaation may be needed in the fall after the first growing season to increase plant vigor. Any fertilization
used shall be in accordance with local laws and regulations.
• Keeping the site free of vehicular and foot traffic or other weight loads.
3A FIRST YEAR INSPECTIONS
Site cover and associated structures and embankments should be inspected periodically for the first few months
following construction and then on an annual or biannual basis. Site inspections should also be performed
following all majar (i.e., intense storms, thunder storms, cloud burst, etc.) storm events. Items to check for
include (but are not limited to):
• Differential settlement of embankments, cracking or erosion.
• Lack of vigor and density of grass turf.
• Accumulation of sediments or litter on lawn areas,paved areas,or within catch basin sumps.
• Accumulation of pollutants,including oils or grease,in catch basin sumps.
• Damage or fatigue of storm sewer structures or associated components.
• Sources of sedimentation, specifically eroded areas in upland drainage areas, should be stabilized immediately
upon identification.
• Stabilization should be with vegetative practices or other erosion control practices when vegetative measures
do not prove effective. Soil slumpage and cracking should be stabilized and repaired immediately upon
identification.
• Reseeding to repair bare or eroding areas is required to assure grass stabilization.
4.0 BEST MANAGEMENT PRACTICES
The best way to maintain all systems described in this manual is to limit unnecessary discharges to these areas.
This can be accomplished by:
A. Vegetated areas and landscaping should be maintained to promote vigorous and dense growth. Lawn areas
should be mowed at least three times a year (more frequent mowing may be desired for aesthetic reasons).
Resultant yard waste shall be collected and disposed of off-site.
B. Paved areas should be swept at least twice a year. Additional sweeping may be appropriate in the early
spring for removal of deicing inaterials.
5.0 STORMWATER MANAGEMENT SYSTEMS
�✓�,J. Engineering and
I,,�� �;��dS�aVey�.n9,,,P,.C� Page 1
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
A. Green Roof
PROBLEM ACTION REQUIRED
✓ Water or irrigate.
✓ Prune or remove dead or dying vegetation.
✓ Greater than 20%plant die off or wilting, even after rainy
periods. May require new vegetation or indicate a problein
with the soil medium.
✓ Yellowing vegetation may indicate a need for fertiliaer,but
do not fertilize unless eXplicitly included in the
management plan.
✓ Bare areas with no vegetation growing. These may become
Wilting or nutrient- �'eed problems in the future.
deprivedvegetation;bare Condition 1: Large number of plants dying from wilt If
areas developing on the
roof this is a one-time occurrence,review weatherand
landscaping records to see whether the die off seems
reasonable. If so, deeply water immediately, and plant
reinforcements in the spring.
Condition 2: Vegetation is dying andyellowing
For yellowing vegetation, consider testing the media forpH,
nutrient levels, and other factors that may affect growth.
Problems identified would go to a Leve13 inspector(see note to
right).
✓ Remove weeds by hand.
✓ Apply lime to kill moss.
Weeds or moss ✓ Kick-Out to Leve12 Inspection: Weeds cover more than
25% of the surface, or the original planting plan has been
com romised.
✓ Surface ponding more than 24 hours after a storm
event presents a hazard and needs to be addressed
immediately.
Condition 1: Further inspection shows debris is clogging the
outflow drainpipe
Ponding between storm
events Remove debris by hand and revisit within 24 hours to see
whether this action fixed the problem.
Condition 2: Debris has backed up to include the underdrain
Attempt to remove by hand or flush out with ahose.
PJ�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 2
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
✓
✓Remove debris by hand or flush through with ahose.
Inspection port for roof `� Debris cannot be removed,or it appears that
drainage (can be clogged debris has accumulated in theunderdrains.
with debris) Condition: If the damage is minor,repair damage directly,per
original design drawings
✓
Damage to other roof ✓Call contractor or individual in charge of regular
drainage structures (e.g., building maintenance. This is a building
roof scuppers) maintenance issue.
a. Green Roof(RR-10)
• Fertiliae water and weed as much as necessary, especially during the first two years as plants become
fully estabilished.
• Monitor plants for viability during the first two years and replace as required.
• After plants ha�e been fully established, evaluate system twice per year for weeding of invasive
speciaes and for safety and membrane inspections.
• Roof drains should be cleared when the soil substrate,vegetation or debris clog the inlet.
• Inspect drain inlets twice per year.
b. Infiltration Basins (I-2)
• Remove any sediment or debris buildup by hand if possible in the bottom of the channel when its
original WQv volume has been reduced by 25%.
• Mow, as required, during the growing season to maintain grass heights at 4 inches to 6 inches.
• Use of heavy equipment for mowing and removing plants/debris should be avoided to minimize soil
compaction.
• Trash and debris shall be removed as necessary.
c. Stormwater/Infiltration Chambers (I-4)
Each isolator row (if proposed) should initially be inspected immediately after completion of the site
construction, and should be inspected on a bi-annual basis unitl an understanding of the sites characteristics is
developed. The frequency for cleanout of chamber isolator rows will depend on the amount of sediment
build-up. Clean-out should occur when sediment build-up reaches an average depth of 3".
When clean-out of the isolator rows is required, it is recommended that a JetVac be used to remove the
sediment accumulation.
B. Sand and Organic Filters
PROBLEM ACTION REQUIRED
Bare soil, erosion of the ✓ Seed and straw areas of bare soil to get vegetation
ground(rills washing out established.
PJ�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 3
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
the dirt) ✓ Fill in erosion areas with soil, compact, and seed and straw
to establish vegetation.
✓ If a rill or small channel is forming, try to redirect water
flowing to this area by creating a small berm or adding
topsoil to areas that are heavily compacted.
✓ Kick-Out to Leve12 Inspection: Large areas of soil ha�e
been eroded, or larger channels are forming. May require
reroutin of flow aths.
Piles of grass clippings,
mulch, dirt, salt, or other ✓ Remove or cover piles of grass clippings, mulch,dirt,etc
materials
Open containers of oil, `�Cover or properly dispose of materials; consult your local
grease,paint, or other solid waste authority for guidance on materials that may
substances be toxic or haaardous.
✓
✓ Use a flat shovel to remove grit and debris (especially
at curb inlets or openings).Parking lots generate fine
grit that accumulates at these spots.
✓ Pull out clumps of growing grass or weeds and scoop
out the soil or grit that the plants are growing in.
❑ Inlets are ✓ Remove any grass clippings, leaves, sticks, and other
collecting grit and debris
or grass/weeds growing. debris that is collecting atinlets.
Some water may not be � For pipes and ditches,remove sediment and debris that
getting into the filter is partially blocking the pipe or ditch opening where it
practice. enters the Filterpractice.
✓ Dispose of all material properly in an area where it
willnot re-enter the practice.
✓ Kick-Out to Leve12 Inspection: Inlets are blocked to
the extent that most of the water does not seem to be
enterin the filter ractice.
❑ For small areas of erosion, smooth out the eroded part and
apply rock or stone (e.g.,river cobble)to prevent further
Some or all of the inlets erosion. Usually,�lter fabric is placed under the rock or
are eroding so that rills, stone.
gullies, and other erosion ❑ In some cases,reseeding and applying erosion-control
are present, ar there is matting can be used to prevent further erosion. Some of
dirt washing into the filter these materials may be available at a garden center, but it
practice. may be best to consult a landscape contractor.
Kick-Out to Leve12 Inspection: Erosion is occurring at most of
the inlets and it looks like there is too much water concentrating
at these oints. The inlet desi n ma have to be modified.
For an underground filter, ✓ Kick-Out to Leve12 Inspection: This is generally a more
water is ponding and serious problem and should be referred for a Leve12
doesn't seem to be Inspection because it will require opening upthe filter
ettin throu h the filter vault to check for clo in .
Filter has grass and ✓ Vegetation growing in the filter bed should be removed either
vegetation growing on manually or with a water-safe herbicide(e.g.,glysophate
more than 25% of the without surfactants).
PJ�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 4
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
filter bed, threatening to ✓ Kick-Out to Leve12 Inspection: The filter seems clogged, or
clog the filter. vegetation and weeds have proliferated past the point where the
Level 1 erson can mana e it.
✓Use a shovel to scoop out minor amounts of sediment or
grit, especially in the spring after winter sanding
materials wash in and accumulate. Dispose of the
Minor amounts of material where it cannot re-enter the filter.
sediment, grit, trash, or ✓If removing the material creates a hole or low area,
other debris are rake the surface smooth and level.
accumulating on the
surface ✓Remove trash,debris, and other undesirable materials.
✓ Kick-Out to Leve12 Inspection: Sediment(other than sand)
has accumulated more than 2-inches deep and covers 25%
or more of the surface of the �lter area.
✓For minor areas of erosion,try filling the eroded areas
with clean, coarse construction sand.
There is erosion on the ✓Kick-Out to Leve12 Inspection: The problem persists or the
surface; waterseems to be erosion is more than 3-inches deep and seems to be an
carving out rills as it issue with how water enters and moves through the filter
flows across the filter area.
surface,or sinkholes are ✓ Kick-Out to Leve12 Inspection: The problem does not
forming in certain areas. seem to be caused by flowing water but by a collapse or
sinking of the surface (e.g., "sinkhole") due to some
under round roblem.
Water is still visible on
the surface and/arthe
standpipe (if present) ,� Kick-Out to Leve12 Inspection: This is generally a serious
more than 72 hours after problem, and it will be necessary to activate a Leve12
a rainstorm. The filter
practice drains very Inspection.
slowly or is completely
clo ed.
✓
✓
✓
✓
✓
C. Catch Basins
The frequency for cleanout of catch basin sumps will depend on the efficiency of mowing, sweeping, and
debris and litter removal. Sumps should be cleaned when accumulation of sediments are within six inches of
the catch basin outlet pipe.
Disposal of material from catch basins sumps, drainage manholes, and trench drains shall be in accordance
with local, state, and federal guidelines.
D. Winter Maintenance
To prevent impacts to storm water management facilities, the following winter maintenance limitations,
restrictions, or requirements are recommended:
�✓�,J. Engineering and
I,,�� �;��dS�aVey�.n9,,,P,.C� Page 5
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
POST CONSTRUCTION
OPERATIONS AND MAINTENANCE REQUIREMENTS
• Remove snow and ice from inlet structures, basin inlet and outlet structures and away from culvert
end sections.
• Snow removed from pa�ed areas should not be piled at inlets/outlets of the storm water management
basin.
• Use of deicing materials should be limited to sand and "environmentally friendly"chemical products.
Use of salt mixtures should be kept to a minimum.
• Sand used for deicing should be clean, course material free of fines, silt, and clay.
• Materials used for deicing should be removed during the early spring by sweeping and/ or
vacuuming.
�✓�,J. Engineering and
I,,�� �;��d S�aVey�.n9,,,P,.C� Page 6
. -a,'t�83�1.0)43(Fax:51&.311.Cd3i4
Appendix G
USDA Soils Report
Stormwater Pollution Prevention Plan
G- 1
� Hydrologic Soil Group—Saratoga County, New York �
� o
a a
598670 5�.�680 598690 598700 598710 598720 598730 598740 598750 598760 598770 598780 59879D 5988W
43°4'40"N - � I� � I 43°4'40"N
o '
� _ � o
r
� I; _ �
�''����� � F �i'f: v
r
r ����� ��' � �*
�E:
8
O �. d� � + �
� Ij � � ` � i �� �
� �� �
e ua�' �
� �
i� �
' ' ''P�� i �� � 1
� l
-�. . - {
�...-s,�e.. . .
� , �+ O
_ r` V
■'
� .�' 9
.
p ��: � �� •�� V
� � . �
V . —_, a5 .... . ' O
� . ,.. 1'�. �
�.n. - v
. �.d.�
�i � �
o •� (�yj,.�� �
� ��) o
v
RI � . �
� �
�—_.,
� ° �, � a. .—� _, �
'1/y! . p ... ...�,. '
r
�. �
o I ....� � � � -
M
i �
�_�- �� � � i,- , � � �
•
. �. �
. � .. �
�,J� :
' ,
g r
'.. . � N rp' : �
.. � _. I : .... g
a � ��G� ,'. ��� � � F
� .. �� p �
. , �, � - a
, � �
�`. �� � .�"i -
. �, �
�_: . � � , . �" ' � �
� � � -. •
Soil Map may not be vafid at this scale. �' = p �. �a
i` �;.
�
43°4'37��N ,�-. .I �� . I , � I��. . I I I I� I � I �I 43°4'37"N
598670 598680 598690 598700 �8710 598720 598730 598740 598750 598760 598770 598780 �8790 5988W
� �
�o 0
- Map Scale:1:640 if prirrted on A IaixLscjpe(11"x 8.5")sheet. -
p M�PIS p
� N 0 5 10 ZO 30 �
� �
0 30 60 120 180
Mapprojection:VVebMercator Canermorclinates:WGS84 Edgetics:UTM 7�ne 18N WGS84
USt7A Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 1 of 4
Hydrologic Soil Group—Saratoga County, New York
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) 0 C The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1 24,000.
0 C/D
Soils p Warning:Soil Map may not be valid at this scale.
Soil Rating Polygons �
� A 0 Not rated or not available Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
� �p Water Features line placement.The maps do not show the small areas of
Streams and Canals contrasting soils that could have been shown at a more detailed
0 B
scale.
Transportation
Q B/D
� Rails Please rely on the bar scale on each map sheet for map
0 C �_ Interstate Highways measurements.
0 C/D US Routes Source of Map: Natural Resources Conservation Service
� p Web Soil Survey URL:
Major Roads Coordinate System: Web Mercator(EPSG3857)
Q Not rated or not available Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
Soil Rating Lines Background projection,which preserves direction and shape but distorts
� � q distance and area.A projection that preserves area,such as the
� Aerial Photography Albers equal-area conic projection,should be used if more
� � �� accurate calculations of distance or area are required.
� B This product is generated from the USDA-NRCS certified data as
� B�p of the version date(s)listed below.
� � � Soil Survey Area: Saratoga County, New York
Survey Area Data: Version 20,Jun 11,2020
r � C/D
Soil map units are labeled(as space allows)for map scales
� r D 1:50,000 or larger.
� � Not rated or not available Date(s)aerial images were photographed: Jun 10,2015—Mar
Soil Rating Points 29,2017
0 A The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
0 �� imagery displayed on these maps.As a result,some minor
� B shifting of map unit boundaries may be evident.
� Bi�
USt7A Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 2 of 4
Hydrologic Soil Group—Saratoga County, New York
Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
WnB Windsor loamy sand,3 A 1.0 100.0°k
to 8 percent slopes
Totals for Area of Interest 1.0 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential)when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.�None Specified
USbA Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 3 of 4
Hydrologic Soil Group—Saratoga County, New York
Tie-break Rule: Higher
USDA Natural Resources Web Soil Survey 7/12/2021
� Conservation Service National Cooperative Soil Survey Page 4 of 4
Appendix G
Infiltration Testing Report
Stormwater Pollution Prevention Plan
G-2
�rr�con
GevRe ort���_
p
Geotechnical Engineering Report
Proposed Mixed Use Building
Saratoga Springs, New York
September 5, 2019
Terracon Project No. JB195195
Prepared for:
Roohan Realty
Saratoga Springs, New York
Prepared by:
Terracon Consultants-NY, Inc.
dba Dente Group
Watervliet, New York
� �
September 5, 2019 1��rr�con
Roohan Realty ����,e��r�
519 Broadway
Saratoga Springs, New York 12866
Attn: Mr. Tom Roohan
ph: (518) 587-4500
Re: Geotechnical Engineering Report
Proposed Mixed Use Building
Saratoga Springs, New York
Terracon Project No. JB195195
Dear Mr. Roohan:
We have completed the Geotechnical Engineering services for the referenced project. This study
was performed in general accordance with Dente Group Proposal No. PJB195195 dated July 19,
2019 which was approved by your office on July 31, 2019. This report presents the findings of the
subsurface exploration and provides geotechnical recommendations concerning earthwork and the
design and construction of foundations, floor slabs, retaining walls and pavements for the proposed
project.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report or if we may be of further service, please contact us at your convenience.
Sincerely,
Terracon Consultants-NY, Inc.
John S. Hutchison, P.E. Fred A. Dente, P.E.
Senior Engineer Principal
Dente Group -A Terracon Company 594 Broadway Watervliet, New York 12189
P (518) 266 0310 F (518) 266 9238 terracon.com
� �
REPORT TOPICS
INTRODUCTiON............................................................................................................. 1
SITECONDITIONS......................................................................................................... 1
PROJECT DESCRIPTION..............................................................................................2
GEOTECHNICAL CHARACTERIZATION...................................................................... 2
GEOTECHNICAL OVERVIEW.......................................................................................4
SEISMIC CONSIDERATIONS........................................................................................4
EARTHWORK ................................................................................................................ 5
SHALLOW FOUNDATIONS........................................................................................... 8
DEEP FOUNDATIONS ................................................................................................... 8
FLOORSLABS ............................................................................................................ 10
RETAINING WALLS..................................................................................................... 11
GENERAL COMMENTS............................................................................................... 11
FIGURES ...................................................................................................................... 13
Note:This report was originally delivered in a web-based format. text in the report indicates a referenced
section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the
GeoReport logo will bring you back to this page. For more interactive features, please view your project online at
client.terracon.com.
ATTAC H M E N TS
EXPL�RATiCaIV AND TESTING PRCaCEDURES
PHOTOGRAPHY LOG
SITE LOCATION AND EXPLORATION PLANS
EXPLORATION RESULTS
SUPPORTING INFORMATION
Note: Refer to each individual Attachment for a listing of contents.
Responsive .� Resourceful ■ Reliable 1
Geotechnical Engineering Report
Proposed Mixed Use Building
267-269 Broadway
Saratoga Springs, New York
Terracon Project No. JB195195
September 5, 2019
INTRODUCTION
This report presents the results of our subsurface exploration and geotechnical engineering
services performed for the proposed mixed use building to be located at 267-269 Broadway in
the city of Saratoga Springs, New York. The purpose of these services is to provide information
and geotechnical engineering recommendations relative to:
Subsurface soil conditions Foundation design and construction
Groundwater conditions Floor slab design and construction
Site preparation and earthwork Seismic site classification per NYSBC
Lateral earth pressures Frost considerations
The geotechnical engineering scope of services for this project included the advancement of eight
test borings, which were advanced to depths ranging from 25.3 to 33.4 feet below existing site
grades.
Maps indicating the site and test boring locations are included as the attached and
, respectively.
SITE CONDITIONS
The project site is located on the west side of Broadway between West Circular Street and
Congress Street. Hamilton Street flanks the site on its west side.While the site is currently vacant,
it was until recently occupied by a one to two story brick building, and an older aerial photograph
(circa 1964) indicates another structure predated the one recently removed.
Existing grades across the property are highest along its Broadway frontage at elevations of about
299 to 302 feet, and slope downward to the west, with ground surface elevations at about 293 to
294 feet along Hamilton Street. Overall topography in the site locale is gently rolling.
Responsive ■ Resourceful ■ Reliable 1
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
PROJECT DESCRIPTION
As we understand it, the project entails construction of a new five-story mixed use building with
basement level parking and plan dimensions of about 65 x 240 feet. Preliminary plans envision
the first floor at an elevation of approximately 307 feet (about five feet above Broadway), with the
basement level parking at about elevation 295 (orjust above Hamilton Street).
The building will be a "podium" style with concrete/steel framing on the lower levels and wood
framing on the upper four floors. Anticipated foundation loads were not available at the time of
this report; for the purposes of this evaluation, we have assumed maximum column loads of 500
kips and wall loads of five kips per linear foot.
GEOTECHNICAL CHARACTERIZATION
We have developed a general characterization of the subsurface conditions based upon our
review of the subsurface exploration, geologic setting and our understanding of the project. This
characterization, termed GeoModel, forms the basis of our geotechnical calculations and
evaluation of site preparation and foundation options. Conditions encountered at each exploration
point are indicated on the individual subsurface logs. The individual logs can be found in the
and the GeoModel in the sections of this report.
We identified the following model layers within the subsurface profile. For a more detailed view of
the model layer depths at each boring location, refer to the GeoModel.
Model Layer Layer Name General Description
1 Fill Sand with varying amounts of silt and gravel, brown,
pieces of brick, occasional cobbles, cinders, slag
2 Native Sand Native sand with lesser amounts gravel and silt,
generally very loose to loose
3 Lake Clays Silt and clay, banded to varved, generally very soft to
soft
Silty sand with gravel, occasional cobbles and
4 Glacial Till boulders, gray to black, generally medium dense to
very dense
5 � Bedrock _ Limestone
Remains of an asphalt paved parking lot are present at the ground surface on the west side of
the site, and test borings in this area revealed existing pavement thickness of about 0.2 to 0.3
feet, along with a similar thickness of underlying gravel base. No distinct surface materials were
noted elsewhere.
Responsive �, Resourceful _ Reliable 2
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
Beneath whatever surface materials were present, urban fill materials were found in each of the
boreholes advanced for this study, extending to depths between about 3 and 9 feet below the
existing ground surface. The fills typically consisted of sands with varying amounts of silt and
gravel, along with pieces of brick and occasional cobbles, cinders and slag. Test pits by others in
2017 revealed fills of similar composition to depths of approximately 5 to 9 feet.
The fills were underlain by a layer of native sands at most locations (all but test borings B-1 and
B-5 at the west end of the site), this ranging in thickness between approximately 2 and 8 feet
overall. The sands were of a very loose to loose relative density as indicated by measured SPT
N-values.
Lacustrine silt and clay deposits were encountered beneath the sands (or directly beneath the
existing fills at boreholes B-1 and B-5). These cohesive deposits were judged to be of a very soft
to soft consistency and extended to depths of about 25 to 31 feet below the existing ground
surface. Laboratory testing indicates the silts and clays classify among the CL (Lean Clay) group
using the Unified Soil Classification System (USCS). Measured liquid limits were between 37 and
40 percent, and corresponding plastic limits were each 23 percent. The natural moisture content
of the clay samples submitted for testing was between 37 and 39 percent, this at or near the liquid
limit in each case. A thin layer of glacial till was found beneath the silt and clay deposits at most
locations, this being no more than a few feet thick, medium dense to dense, and mantling the
underlying bedrock.
Bedrock was encountered at depths of approximately 25.2 to 33.4 feet below the existing ground
surface as evidenced by refusal of the drill tooling, this corresponding with bedrock surface
elevations between about 264 to 269 feet. Confirmatory rock core sampling at test boring B-2
indicates the bedrock consists of limestone which is lightly weathered and medium strong with
very close to close fracture spacing. Rock core recovery was 98 percent and measured RQD was
80 percent indicating a "good" rock mass quality. A photograph of the recovered rock core is
included with the subsurface logs.
Groundwater observations and measurements were made as the boreholes were completed. It
should be noted that these measurements may not reflect actual groundwater depths, as
adequate time may not have elapsed for groundwater to enter the augers and achieve a static
level prior to the measurements being taken.
Based upon the groundwater measurements and recovery of wet soil samples, it appears that
groundwater was present at depths of about 5 to 10 feet at the time of investigation, indicating a
groundwater surface elevation in the range of about 289 to 292 feet.
Fluctuations in groundwater level may occur because of seasonal variations in the amount of
rainfall, runoff, and other factors that may differ from those present at the time the explorations
were performed. Additionally, grade adjustments on and around the site, as well as surrounding
drainage improvements, may affect the water table.
Responsive �, Resourceful _ Reliable 3
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
GEOTECHNICAL OVERVIEW
Planning for design and construction of the new building at the project site will be impacted primarily
by the presence of the existing urban fills and underlying soft native soils. The existing fill, which
varies in composition and is generally loose, is not considered suitable for direct support of building
foundations, although consideration may be given to leaving some of the fill in place beneath the
parking level floor slab with some limitations as outlined subsequently.
The loose sands and soft silt/clay native soils beneath the fill offer modest bearing capacity in the
context of the proposed construction. Considering this, conventional shallow spread foundations are
a potentially viable option for support of the building, but this will be dependent on actual building
loads and the limits of tolerable settlement. These parameters are discussed in the
section. Should bearing capacity or settlement considerations preclude the use of
spread foundations, the building may be alternatively supported on steel H-piles driven to end
bearing on bedrock as outlined in the section.
Soils which are excavated for foundation construction are for the most part expected to consist of
existing fills. These materials are likely to be unsuitable for reuse as backfill because of their
excessive silt, unsuitable debris and rubble and should be wasted off site.
In general, groundwater is expected to be at or slightly below foundation excavation depths and
some dewatering should be anticipated in planning for design and construction of the building.
Groundwater and/or perched water encountered during construction is expected to be limited in
volume and standard sump and pump methods should be sufficient for its removal. Groundwater
may however impact on the design of any pits or deep utility lines depending on their planned depth
and/or configuration. Any such deeper features may require deeper well dewatering systems or
sheet piling to depress and maintain the groundwater beneath them.
The following sections of this report provide more detailed recommendations to assist in planning
for the geotechnical related aspects of the project. We should be provided with the opportunity to
review plans and specifications prior to their release for bidding to confirm that our
recommendations were properly understood and implemented, and to allow us to refine our
recommendations, if warranted, based upon the final design. The section
provides an understanding of the report limitations.
SEISMIC CONSIDERATIONS
The seismic design requirements for buildings and other structures are based on Seismic Design
Category. Site Classification is required to determine the Seismic Design Category for a structure.
The Site Classification is based on the upper 100 feet of the site profile defined by a weighted
average value of either shear wave velocity, standard penetration resistance, or undrained shear
strength in accordance with Section 20.4 of ASCE 7 and the International Building Code (IBC).
Responsive ,, Resourceful � Reliable 4
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
Seismic Site Classification
Based on the soil properties encountered at the site as described on the exploration logs and the
results of shear wave velocity testing completed in similar subsurface profiles in the general
project area, it is our professional opinion that the seismic Site Class is D. Subsurface
explorations at this site were extended to a maximum depth of 33.4 feet. The site properties below
the boring depth to 100 feet were estimated based on our experience and knowledge of geologic
conditions of the general area.
Liquefaction
Liquefaction of the soils is not expected to not occur in response to earthquake motions. This
opinion is based upon the composition of the site soils and the results of shear wave velocity
testing completed in similar subsurface profiles in the general project area.
EARTHWORK
In general, earthwork is anticipated to include clearing, grubbing, cut and fill to establish the
planned site grades, removal and replacement of existing fills beneath the building pad as
necessary, compaction and stabilization of pavement subgrades, and fill/backfill around new
building foundations. The following sections provide recommendations for use in the preparation
of specifications for the work. Recommendations include critical quality criteria, as necessary, to
render the site in the state considered in our geotechnical engineering evaluation for foundations,
floor slabs and pavements.
Construction site safety is the sole responsibility of the contractor who controls the means,
methods, and sequencing of construction operations. Under no circumstances shall the
information provided herein be interpreted to mean Terracon is assuming responsibility for
construction site safety, or the contractor's activities; such responsibility shall neither be implied
nor inferred.
Site Preparation
Site preparation should begin with clearing and stripping of asphalt, topsoil and surficial organic
matter from the building pad. A pre-construction survey of adjoining properties should be
completed to define pre-existing cracks or deflections within the adjacent structures if H pile
foundations are selected. In addition, vibration monitoring at the site limits and at nearby
structures should be performed to verify whether the pile driving contractor's means and methods
are acceptable or require modification.
While consideration may be given to leaving some of the existing fills in place beneath the parking
level floor slab, we recommend the slab be seated on a structural fill layer a minimum of two feet
Responsive �, Resourceful _ Reliable 5
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
thick to ensure the suitability, integrity and uniformity of materials directly beneath the slab.
Undercut subgrades should be proof-rolled as described below, with any soft areas stabilized
accordingly. Even with the partial replacement of existing fills and proof-rolling, the Owner must
accept some degree of risk that the slab may settle over time and require periodic maintenance.
If this risk cannot be accepted, the fills must be removed and replaced in their entirety beneath
the slab, or the slab should be supported on piles.
Prior to placing fills to raise site grades and/or after cuts are made to the plan subgrade elevations,
the subgrades should be proof-rolled using a steel drum roller with a static weight of at least five
tons. The roller should operate in the static mode, unless requested otherwise by the
Geotechnical Engineer observing the work, and travel at a speed not exceeding three feet per
second (two miles per hour). At least four passes with the roller should be made over the entire
subgrade surface. The method of proof-rolling may be modified by the Geotechnical Engineer
based upon the conditions exposed at the time of construction.
Soft areas identified by the proof-rolling should be investigated to determine the cause and
stabilized accordingly. These investigations may include the excavation of test pits. If existing fills
are found and determined by to be unsuitable by the Geotechnical Engineer, they should be
removed and replaced as deemed necessary.
Fill Material Types
Structural Fill should be used as fill and backfill in and around the proposed building pad. The fill
should consist of imported sand and gravel which meets the limits of gradation given below. All
imported materials should be free of recycled concrete, asphalt, bricks, glass, and pyritic shale
rock.
IMPORTED STRUCTURAL FILL
Sieve Size Percent Finer
3" 100
'/" 30 to 75
No. 40 5 to 40
No. 200 0 to 10
As previously noted, we recommend against the reuse of excavated existing fills. These
materials are considered unsuitable for reuse and should be wasted off-site.
Fill Compaction Requirements
New fills and backfills beneath and around the building pad should be placed in uniform loose
layers no more than about one-foot thick where heavy vibratory compaction equipment is used.
Smaller lifts should be used where hand operated equipment is required for compaction. Each lift
Responsive ,, Resourceful � Reliable 6
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
should be compacted to no less than 95 percent of its maximum dry density as determined by the
Modified Proctor Compaction Test—ASTM D1557.
Temporary Excavation Slopes and Shoring
All excavations must be performed in accordance with federal Occupational Safety and Health
Administration (OSHA) standards, along with state and local codes, as applicable. Native site
soils should be considered Type C pursuant to 29 CFR Part 1926 Subpart P. The contractor
should be aware that slope height, slope inclination, and excavation depth should in no instance
exceed OSHA regulations. Flatter slopes than those dictated by the regulations or temporary
shoring may be required depending upon the soil conditions encountered and other external
factors. OSHA regulations are strictly enforced and if not followed, the owner, contractor, and/or
earthwork and utility subcontractor could be liable and subject to substantial penalties.
In general, excavations should not encroach within a zone of influence defined by a line extending
out and down from any existing structures at an inclination of 1 V:1.5H. Excavations that encroach
within this zone should be sheeted, shored, and braced to support the soil and adjacent structure
loads, or the structure should be underpinned to establish bearing at a deeper level.
If shoring is required, it should be designed by a NYS registered Professional Engineer. For
shoring design purposes, the total unit weight of the native soil and fill may be assumed equal to
115 pounds per cubic foot (pcf) above groundwater and 120 pcf below groundwater. A friction
angle equal to 30 degrees may be assumed. If sheet piles are installed, they should remain in
place because their removal could induce settlement of new and/or existing structures.
Construction Observation and Testing
The earthwork efforts and any pile driving should be monitored under the direction of the
Geotechnical Engineer. Monitoring should include documentation of adequate removal of topsoil
and unsuitable fills, proof-rolling, and stabilization of areas delineated by the proof-roll to require
mitigation.
Each lift of compacted fill should be tested, evaluated, and reworked, as necessary, until approved
by the Geotechnical Engineer prior to placement of additional lifts. Each lift of fill should be tested
for density and water content at a frequency of at least one test for every 2,500 square feet of
compacted fill in the building areas. One density and water content test should be performed for
every 50 linear feet of compacted utility trench backfill.
Foundation bearing grades and subgrades for floor slabs and pavements should be evaluated
under the direction of the Geotechnical Engineer. If unanticipated conditions are encountered, the
Geotechnical Engineer should prescribe mitigation options.
It should be understood the actual subsurface conditions that exist will only be known when the
site is excavated. The continuation of the Geotechnical Engineer into the construction phase of
Responsive ,, Resourceful � Reliable 7
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
the project will allow for validation of the subsurface conditions assumed to exist for this study
and the design recommended in this report, including assessing variations, providing
recommendations and reviewing associated design changes.
SHALLOW FOUNDATIONS
The potential viability of shallow spread foundations should be evaluated once actual anticipated
building loads become available.
For preliminary planning purposes, we have estimated total settlements in the range of 1.5 to 2
inches for a spread foundation system. This assumes a column foundation 12 feet square with a
maximum contact pressure of 3,000 pounds per square foot (psf) bearing on a structural fill pad
3 feet thick (with the structural fill pad constructed over native undisturbed soils). We estimate
that roughly a third to half of the total settlement would occur semi-elastically, as construction
proceeds and as dead/live loads are placed. The remainder of the settlement would be expected
to occur gradually post-construction, as consolidation settlement over a period of a year or so.
We also expect settlements would be somewhat less at the east end of the building where there
would be some excavation load relief through cuts to establish the parking level floor grade.
Continuous strip footings should be at least two feet in width, and isolated footings should be at
least three feet in width. All exterior foundations should be seated at least four feet below final
adjacent grades for frost protection. Interior foundations (beneath heated spaces) should bear at
a nominal depth of two feet or more below finished floor to develop adequate bearing capacity.
Foundation Construction Considerations
The foundation bearing grades should consist of Structural Fill pads placed over native
undisturbed soils after all existing fill is removed (along with any remains of old structures or
otherwise unsuitable materials that may be found) as outlined in the section. The
bearing surfaces should be thoroughly compacted as described herein. All final bearing grades
should be firm, stable, and free of loose soil, mud, water and frost.
The Geotechnical Engineer should approve the condition of the undercut subgrades prior to
construction of the bearing pads and should approve the final foundation bearing grades
immediately prior to placement of the reinforcing steel and concrete.
DEEP FOUNDATIONS
Deep Foundation Design Parameters
Steel H-piles are considered a feasible alternative for use at this site. The piles should be driven
to refusal on bedrock and designed for an allowable axial design load equal to the pile cross-
Responsive ,, Resourceful � Reliable 8
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
sectional area times 35 percent of the yield stress of the steel. For example, an HP10x42 section
pile, with a cross-sectional area of 12.3 square inches and Grade 50 steel would have an
allowable axial capacity of 215 kips (12.3 in2 x 0.35 x 50 ksi). The allowable axial capacity may
be increased to 50 percent of the steel yield stress if dynamic load testing is performed in accord
with ASTM D4945 standards. This would increase the allowable capacity of an HP10x42 section
to 307 kips. A heavier pile section may also be used to achieve an increased axial load capacity.
An individual pile can be assumed to develop a lateral load capacity of at least ten (10) kips at
translations of one-quarter ('/4) inch or less with a semi-fixed head condition. For pile groups the
individual pile lateral load capacity should be reduced accordingly based upon the spacing and
configuration of the piles.
Lateral load capacity of pile caps may be calculated using a reduced passive earth pressure as
lateral pile capacity is predicated on allowable lateral translation of one-quarter ('/4) inch. The
coefficient of passive lateral earth pressure and total unit weight of compacted Structural Fill
against pile caps and grade beams may be assumed to equal 2.5 and 120 pounds per cubic foot,
respectively. Pile caps and grade beams should be seated at least four feet beneath adjacent
exterior grades to afford frost penetration protection.
The piles should be spaced no closer than three feet, with a minimum of three piles in any group
supporting columns not restrained laterally by grade beams or haunched slabs. Piles which are
laterally restrained may be installed in single or double pile groups. No pile group reduction factor
for vertical loads is considered necessary.
The H-Piles should be fitted with a cast steel Pruyn Point Shoe HP75500 as manufactured by
Associated Pile and Fitting Co., Inc. to protect the piles as they are driven through the fill materials
and into the very compact glacial till soils and/or bedrock.
The piles should be driven using a hammer capable of achieving design loads confirmed by
dynamic load testing. After the pile tip reaches the expected bedrock depth and penetration
becomes 1/4-inch or less for five consecutive blows, refusal will be considered to be reached if
the penetration for five additional blows is less than 1/4-inch.
A wave equation analysis should be performed to verify that the hammer, cushion, and pile section
employed achieves the design capacity without over-stressing the pile. Dynamic load testing
should be conducted on at least two piles at locations spaced around the site and approved by
the Geotechnical Engineer. Results of the wave equation analysis and load testing can be used
to refine the pile driving criteria.
Settlement of the pile top should consist of elastic shortening of the pile under the design load
and penetration of the pile into the bearing surface. Total axial movement of the pile top is not
expected to exceed one-half inch.
Responsive ,, Resourceful � Reliable 9
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
Deep Foundation Construction Considerations
Obstructions may be encountered while attempting to drive the piles through the fill materials at
this site. In bidding the work, the Contractor should include provisions/costs for pre-drilling or
removal of any obstructions and associated delays in the pile driving operations.
All pile installation should be performed during the full-time observation of the Geotechnical
Engineer. The Geotechnical Engineer should also approve the condition of pile cap and/or
foundation subgrades immediately prior to placement of reinforcing steel and concrete.
FLOOR SLABS
Floor Slab Design Parameters
The parking level and/or building floor slabs should be constructed upon a minimum six-inch thick
base of crushed stone which conforms to requirements for ASTM C33 Blend 57 aggregate, which
itself is placed over imported structural fill after partial or complete removal of existing fill soils to
form the minimum two feet thickness of structural fill. If moisture sensitive coatings or floor
coverings will be placed on the floors, a vapor retarder, Stego Wrap 15 mil Class A or equivalent,
should be installed per ACI 302 and/or ACI 360 guidelines.
A vertical modulus of subgrade reaction equal to 200 pounds per cubic inch (pci) at the top of the
stone base layer may be assumed for the slab design purposes.
Floor Slab Construction Considerations
The Geotechnical Engineer should approve the condition of the floor slab subgrades immediately
prior to placement of the floor slab support course, reinforcing steel, and concrete. Attention should
be paid to high traffic areas that were rutted and disturbed earlier, and to areas where backfilled
trenches are located.
Frost Considerations
It should be understood that sidewalks and pavements constructed upon the site's soils will heave
as frost seasonally penetrates the subgrades. The magnitude of the seasonal heave will vary with
many factors and result in differential movements. As the frost leaves the ground, sidewalks and
pavements will settle back, but not entirely in all areas. Where walks meet doorways or where
curbs and storm drains meet pavements, such differential heave and settlement may result in
undesirable displacements and create trip hazards. To limit the magnitude of heave and the
creation of these uneven joints to generally tolerable magnitudes for most winters, a 16-inch thick
crushed stone base course, composed of Blend 57 aggregate, may be placed beneath the
sensitive sidewalk, drive, etc. areas. The stone layer must have an underdrain placed within it.
Responsive �, Resourceful _ Reliable 10
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
RETAINING WALLS
Retaining Wall Design Parameters
Structure walls that retain earth should be designed to resist lateral earth pressures together with
any applicable surcharge loads. Active earth pressures may be assumed for walls that are free to
deflect as the backfill is placed and surcharge loads applied. At-rest earth pressures should be
assumed for walls that are braced prior to backfilling or applying surcharge loads.
The following design parameters are provided to assist in determining the lateral wall loads,
whichever apply:
Soil's Angle of Internal Friction - 30 degrees
Coefficient of At-Rest Earth Pressure - 0.50
Coefficient of Active Earth Pressure - 0.33
Coefficient of Passive Earth Pressure - 3.00
Total Unit Weight of Soil - 120 pcf
Coefficient of Sliding Friction - 0.30 (concrete on native soils)
The recommended design parameters assume relatively level grades on either side of the wall,
that the wall is backfilled with a suitable granular fill, and that the backfill remains permanently
well-drained. Water must not be allowed to collect against the wall unless the wall is designed to
accommodate the added hydrostatic pressure. Drainage system recommendations are provided
below.
Subsurface Drainage for Below-Grade Walls
Retaining structures should be provided with a foundation level drain which may consist of a
nominal 4-inch diameter perforated PVC pipe embedded at the base of a minimum 12-inch wide
column of clean crushed stone (e.g., no. 1 and no. 2 size aggregate or ASTM Blend 57 stone).
The stone should be wrapped in a filter fabric(Mirafi 140N or equivalent)to inhibit siltation. Backfill
soils behind the crushed stone drainage layer should consist of Structural Fill. The drain line
should be sloped to provide positive gravity drainage to daylight, stormwater system, or to a sump
pit and pump.
GENERAL COMMENTS
Our analysis and opinions are based upon our understanding of the project, the geotechnical
conditions in the area, and the data obtained from our site exploration. Natural variations will occur
between exploration point locations or due to the modifying effects of construction or weather.
The nature and extent of such variations may not become evident until during or after construction.
Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide
Responsive ,, Resourceful � Reliable 11
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
observation and testing services during pertinent construction phases. If variations appear, we
can provide further evaluation and supplemental recommendations. If variations are noted in the
absence of our observation and testing services on-site, we should be immediately notified so
that we can provide evaluation and supplemental recommendations.
Our Scope of Services does not include either specifically or by implication any environmental or
biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of
pollutants, hazardous materials or conditions. If the owner is concerned about the potential for
such contamination or pollution, other studies should be undertaken.
Our services and any correspondence or collaboration through this system are intended for the
sole benefit and exclusive use of our client for specific application to the project discussed and
are accomplished in accordance with generally accepted geotechnical engineering practices with
no third-party beneficiaries intended. Any third-party access to services or correspondence is
solely for information purposes to support the services provided by Terracon to our client.
Reliance upon the services and any work product is limited to our client and is not intended for
third parties. Any use or reliance of the provided information by third parties is done solely at their
own risk. No warranties, either express or implied, are intended or made.
Site characteristics as provided are for design purposes and not to estimate excavation cost. Any
use of our report in that regard is done at the sole risk of the excavating cost estimator as there
may be variations on the site that are not apparent in the data that could significantly impact
excavation cost. Any parties charged with estimating excavation costs should seek their own site
characterization for specific purposes to obtain the specific level of detail necessary for costing.
Site safety, and cost estimating including, excavation support, and dewatering requirements and
design are the responsibility of others. If changes in the nature, design, or location of the project
are planned, our conclusions and recommendations shall not be considered valid unless we
review the changes and either verify or modify our conclusions in writing.
Responsive �, Resourceful _ Reliable 12
FIGURES
Contents:
GeoModel
f�esponsive ., Resourceful _ Reliable
Proposed Mixed Use Building Saratoga Springs,New York 1��rr�con
Terracon Project No.JB195195 GeoRepori�
305
B-s
300 ......................................................................B.4..........................................................................
B-� 1
B_2 B-3 B-6
295 .........B_�.............. B:5.............. $.....
1
1 3 � 1 4 �
� ZJO '5.9... 1 . . .......6.3.. 2 ..'..:............ .7.....9.5 . ..0 9.....5.$ . .�.....6:1 . 2 '.�a 7........... . . $........... 2 ::.:�.�.......
y ..:.7 2 �.�0 12 2 � 10
7.5 2 ..'10 '�.�16
uJi 285 .......
�
z
O
� 280 .......
W3 .. ............ 3 .
> 3 3 3 3 3
J 3 . ..
W 275 .......
31
2�0 ' , ..
_ ,... .......
25.......... �b......... 25.5........ oi 33.4
25.2 �'��26.5
Z$ � ',`f ZB.�J 30
30 ��� 33.3 �'� 29 4 �'�u
265 ................_......... 5 . ,-.sr.s..................................................................... ;.,.�32.4.......................
33
260
This is not a cross section.This is intended to display the Geotechnical Model only.See individual logs for more detailed conditions.
Model Layer Layer Name General Description
1 Fill Sand with varying amounts of silt and gravel,brown,pieces
of brick,occasional cobbles,cinders,slag
2 Native Sand Native sand with lesser amounts gravel and silt,generally
very loose to loose
�
3 Lake Clays Silt and clay,banded to varved,generally very soft to soft
4 Glacial Till Silty sand with gravel,occasional cobbles and boulders,gray
to black,generally medium dense to very dense
5 Bedrock Limestone
LEGEND
■Asphalt �SiltyClay �Bedrock
�Aggregate Base Course �Glacial Till �Silty Sand
�Fill �Poorly-graded Sand �Gravlel 9raded Sand with
�First Water Observation NOTES:
Layering shown on this figure has been developed by the geotechnical
engineer for purposes of modeling the subsurface conditions as
required for the subsequent geotechnical engineering for this project.
Numbers adjacent to soil column indicate depth below ground surface.
Groundwater levels are temporal.The levels shown are representative of the date
and time of our exploration.Significant changes are possible over time.
Water levels shown are as measured during and/or after drilling.In some cases,
boring advancement methods mask the presence/absence of groundwater.See
individual logs for details.
ATTACH M ENTS
Responsive ■ Resourceful ■ Reliable
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
EXPLORATION AND TESTING PROCEDURES
Field Exploration
Number of Borings Boring Depth (feet) Location
_ 8 � 25.2 to 33.4 � Building pad
Boring and Test Pit Layout and Elevations: The boring locations were established by Terracon
through GPS coordinates and/or tape measurements from existing site features. Approximate
elevations were obtained by Terracon through interpolation between topographic contour
intervals shown on the plans provided to us. If more precise locations and/or elevations are
desired, the as-drilled boring locations should be surveyed.
Subsurface Exploration Procedures: The test borings were made using a standard rotary drill
rig equipped with hollow stem augers. As the augers were advanced, the soils were sampled at
intervals of five feet or less in accordance with the Standard Method for Penetration Test and Split-
Barrel Sampling of Soils,ASTM D1586. Upon meeting refusal at borehole B-2,the refusal material
(in this case, bedrock) was cored to allow its characterization. The coring was completed in
general accordance with ASTM D2113 — Standard Practice for Rock Core Drilling and Sampling
of Rock for Site Investigation using an NQ-size double tube core barrel. One core run, five feet in
length, was made.
Our exploration team prepared field boring logs as part of the drilling operations. These field logs
included visual classifications of the materials encountered during drilling and our interpretation
of the subsurface conditions between samples. The sampling depths, penetration distances, and
other sampling information was recorded on the field boring logs.
The soil and rock core samples were placed in appropriate containers and taken to our soils
laboratory for classification by a Geologist or Geotechnical Engineer. The soils were described
based on the material's color, texture, plasticity and moisture condition. Rock classification was
conducted using locally accepted practices for engineering purposes; petrographic analysis may
reveal other rock types. Soil classifications are in general accordance with the Unified Soil
Classification System (USCS) as summarized herein. Rock classification was determined using
the Description of Rock Properties terms (also summarized herein). Final boring logs were
prepared, and they represent the Geotechnical Engineer's interpretation of the field logs and
laboratory classifications, along with any laboratory testing performed.
Laboratory Testing
Selected recovered samples from the test borings were submitted for laboratory testing as part of
the subsurface investigation, to confirm the visual classifications and to provide quantitative index
Responsive �, Resourceful _ Reliable ciirlL�riii4���v�iVu ��5����1�rr��,i:cu�rt�:i 5 v'��
Geotechnical Engineering Report l��rracon
Proposed Mixed Use Building Saratoga Springs, New York --
September 5, 2019 Terracon Project No. JB195195 GeoReport�
properties for use in the geotechnical evaluation. This testing was performed in general
accordance with the following standard methods:
ASTM D2216 - Standard Test Methods for Laboratory Determination of Water (Moisture)
Content of Soil and Rock by Mass (3 samples tested)
ASTM D422 - Standard Test Method for Particle-Size Analysis of Soils (1 sample tested)
ASTM D4318 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index
of Soils (2 samples tested)
Responsive �, Resourceful _ Reliable cr.rLvriri4 iviv i1�vu i��i iiv�rrai,i:cu�rt�:s t�'�t
SITE LOCATION AND EXPLORATION PLANS
Contents:
Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.
Responsive �, Resourceful � Reliable
1��rr�con
269 Broadway Saratoga Springs, NY
September 5, 2019 Terracon Project No. JB195195 GeoReport
i�` .� . _. ' . .. � . -�;_4 ���. . - � s ._y,��J 7h � ���}�fl _ . �C �- p�*° ; :�I.. Y� ry� - �—'j 7��
1 `_ � ` �N�' �[L ���i � ��^� �i. -�?�� � i ��1 f/'� .....� r. '1
._ r ... . , �a� � '� '�' I' �
r = : . . � � � i ,� ' _ �I ,:.� _ ,y r�, ,l ; ' , `�,� +� �=y i ;_ +
y� • ' :; -- , � � •� �,��`'
.`��.---� ,� , ,�
� � � f- a .c, � �r �_ � !"
. ti� . - - - � ��� ��,.,-�� �„ ��� } � _. ,I . �;��T/i . �f �i1 Y �,.�r� � ���`... .- �, I .., P�Jfr � ���;
_ �.�,j�RFQIiAT� _ r ���{i � yi� � I � '72 ��` f1 � ���� �� . �1. .o,� i �- v-J� .
i,�J]1 �y_' �.� �f� .e3 5�, �S I��---��k 376 �r � �r f/4_� r !` �.. �tl`� �FY2tQ���[� \����I �i � f- .
... . .a. . -- �Q. J.. . .3G3���_y_r S� :1�•~:" 1������� � r� � :'`��'�ti�.,.s��9`'.f�.'� �_ ,y� �u .y_ 'I't 1' ': ; �
- . ,s � ' �� . �¢,`�- ff�'iV . � �...��-' .� r. .��,� '�� �' �, \. J7. 'r_��_.� . ��.�,���1..
=� _ � / .'Y� ��. �. . f��,� _. �-�� -:- . ��i. �f\\y��� r���� �� � r •��-`�i�' P:n� �� _ � f:,��_ ` _-
��' l�` " � ' ��s � ' P�_ ,�, ��; =��1
-- �ct , = s' S �f. �� i '�1 ���!�, th r {�- ���' ft "1 � � ' „ ' ��; �
.'� d -f - _,V�. � 7ii+�fi � ��-'�J �!' I�r?�� . v �' .:ii��
¢ i - ` � -i��-:- r �' 'i�l l i- ��i �� ^�� � ,l� � `r y''.iy t� ��, ik 'ti s' rt�i ,
� r�SWl�I�'' - �� . I`4� , LI �� �`I�l'M���� Y�,���1. f',�'�� . �! �'LV" 4� jl���-`1 . }. .��30Of �' ��i . .. �ij Ci4 f�
-� �,.`i � �'.9� . ��,WS� � # I ill' . �fJR i'`4 I I yi �ry f � �� µ�r- t� sL �l�-.y ��_-�=1 � ��_ .I mlii �r
tiw�' '- ' � _ . `l
�.�. t �k i ���� a!� � ,f� �i t ,-,i�t6�a��e�l�"��i���-�" t��� .1 �'�� ' ���. �Ad� . �'i� ' r�I�fiJ : �:I�� p�i�, f"
�- 1�` ;rs-� ' ff - • tiIu�s .�c ti, y� � i� 4 � n o r�-- � ` ,� ]1.�, -� �l � � I _ rt � � �
�=, 1 � ��r�-;�- ��. �� �'�, �5��'A. r's.hr j� I I �--�',�-�� �S" ! f�� m� �d� ,��`J�� y1 i �ti �u �� I'..S ��i 'y��.
,; � +. . ' � u LJ .. ■ d :�, k
a �. �' M . 'I -�!'r"�� ' ��r�j� ': �r' ��r� '�,�lr� �:-�4r ��s'�c�s�ie �'�+ d. � �� ,4 �t , � hj,� �i , i
+i• . ������� ��j��� �N �`- �r'�w�4�' $ r� _ _f , �u��-1� � L r-yr_ YJ"-4i }, F � a ��� ,�,�, .�.
4' •��• �j i r+'� 3s���`"-t� '`�_� ii d sy,7� j e� �, � / �� rl�. �r-�� � ^ ;, i ,� '�' �� � I
';�: �i• 615 �� - �V tii b� 5 �: i: i�- . . n �� �� .j� � � � �V � 1 `�'' ��'i-.
-.. • '�: .�p' �°��J ` �- ii i� ,,..Yi_ � �L -71 �1 'ri. ��:�1IitY7�:, ''��} �f` ,4frTf'o .��� JOBy i��Playgraun��� �'� 1'i . ' I� . �` +- 'ti
� •.�k., _ _, ,'.�� —.��r�._..'�- � � i 4�`_-r��� .��f�'. /,r81d�1 � ' .f.rt:.:i . � . _� �. .�� . f il _ji�,.'_li `'_ �i' '?d . ,.��i�' _
` . � :� iy�r� _� . � •,� v� n� �,-_ r / e► n!��y8vr gh �t yi �;4t' � i� � �ti �, r a� �
:Z���
.��_ .. � p'li �I �1• ��� �� .�.`''-�. ,,"�'g `�' i � �,-J4��d 'l �1 � .! ;.$eh'�, �r ��i� `jl �' �1r' � �i �� t{f 1` r� Iti_
�. _ i�4 ' t�J ,. _. 'i .;`.'��. -n , ,���� �-r../,�� 1. ry�IS�_� 'lJ� ,� �..-..,� ;�� i _',��_._ iL1� - "l!`l �� �.. i
� ni 1� . i� ��ia.�4� I�i' -4f._�. ��-t_� h i _ . I
�i'� }i5� �y�'� ���� •j, ��-.. ���I� ��F'id roun � ,'�� ' J �! �l� �_- C raii�re Sxw 1�, � ^y.
. �I Ni i .iii LY�� ��" -,T1 �F.2�� �k.:` .��f1 �i i�L� .� �� _'�' f'
�, �� � i�i+��• � ��Y fi ' 4,;� '� . . ,-_ ` � i ���� 1� '� �1-- 1�� . �i� --}I �. �. .�- . ASr�_ - _� .�ih
��, + � I�,.� . ,C3y`--.1�. ti. aSHl�rvp N 4 t �P ' .?P�' °�,;; � :--�f �i� i�+ 1��i+�_ _ � �z
i � -� + I ��� �c r � I 1 �
_4i , ``_�+ • ', �� .�� 'lr�l; l��'�-".�bfo -'�,,,I � ir 1� � �J+� -=1�___�_ '__ r _�� �lf � ii'S
i � � . i . I i t7f' �!1 fl �-�� f - ` �
•i �.� J�` �r ia �� �c � ,�•�i �` � �r �•��I � -y�?
� - y' �; �i� �_ ,ti iif�i.�.',���',p�JQ a i ��� �, �I�� � ��-1� Qklahama � ti'�' f ��,��
r., . - ? � ��i'�� 4 `cl ,�� �N, �1 � � ����� � � r, S�TE—i�..��+7r� �-4�1�=--ir J� . Racetra�k ;� '1`i'� � -_
• .`1I I� ,f+! . �`` f.�« � ��",-�}(.(' �i frTi'' �� l _ ":1�'� ��'J �__��._..��' -- ^��l�l \t,\ _ . . �� J��� � Ji"l'' , j 14�.
.-�i,�• , 7� +�_ �J � , -�l: J�� �`I T'�'i' III..'8� _''i. �i r ` f' . �� ,1 ��l /`y.+���=��J -� _�_`r+ � . I` _ „_ "yi`� _
iV - �„I ._ . �!� !t��f .. -�1 1�i �4 --`� 1� -� -1 ij j'�' 'l�'t` ��f '� + -� �Ih ._� -_�-�r.==; '`} i- lii' .r'�
� `�� W �p-- ']� �MI.`-�5,� � , .1�'r /' �4 �� }�# f.i;�� /�F��� RT ,�,I -�J/''Mils2u�j`-r c"� .09 _��;�� ��.� '� � �i �
i` �i �,i � l [r; ' ��: _ 'i�f->> - - . 'i�� �' .1� ��4 '�-= _ `f� C� L �Z.k�� r Una'�,�- 1""! r __-_ � - Id� `
� � �,�� _ =�7 �� � �t, �,� ,*�'i�j� � �C "� _ ;'r �� � ?1
� ` ,�- �(' ... i6� i� •I ,� I �, .� yl I` i , �
.. �,f:� . �,� -.. - h ���9 � � ] ��
. �i J�iL.,l��"=- �"" - ._,.1 � I� '�igh ��l� � �� 1 -�J �ff ��A,,,t �_�l`'r,�._�-�� ._. i � � �� F� ��` ,
_��� _ - � � � /�� �4:'R�didi fi� yy �I� ��` � �e�N��- �� lr� ��C,�� ��h; ��� , � 9� 1� I , r,' , /
I � � /
a� '� �i T cr' i .'l� � � i � _r`�� ��r � II a�� �l Ll J� `� � � �� �
. �Z .yi ,1 .'��ti 'ti �.'�i'� ��, �� �I� � � �;:f: ^'� � yrc' 'i ���`' "LI'�i ����� ��i`I -�� i�i� �� �RCHAMG�/. '.
'� N � 'i� '� --�- --_�� � � I � � � .lti._',+ _ � ��� ,Z F'I�gtyuurlp 4� ��I .�* ��s �_ . � i+�� ��l�/ �Iv�- �1��
1 -- F �~ '� �� 4�i� I V� -�h ��_1 �--_� �i � aG �=�-f1�r I. -,���'�
� ..r . ` -�„i�i J -�.� ��rt i� ��C1 r
1 e.t Peters i� l�`�.� f�� i r�� � �.-. 'i � l �G� ~I .l T (�t3 ^� �k �'1
., f �'�.� 1 Cem ',� r 7 y ���'
� __. _ f i. `� �/�.ti4•.■ r if�, J� � ifm .11 Ijw�..,.�f �iN' �� �.� tt q � r '/
+ � . -. �� � r'� . ' i �4� :� ��r V�JI � �,d ��t t2��' ��� j, ���" .
- � _ f�i . � .i�` '• /,l �0 _��� 'JI�VJ � 11a . �, � r��}� S. �4 �� �� ������� n■ J - �
( �'_.>'. 1-' � _�
� r�---` �dr � `�`� G' -'�. ''::�.�i� ��:�-J` t � wiSG�eenridge ii ��� .-�` �I�r��`���-L�1[ �` ���=:� �� �4' r�' �� i�
!rf' 1� F �1 �� � � ��-�. 1'=, ���� --dr� �"��'�' _ Cem i��-1�- i ��� k�� `t � 1j �`"�' c �i � , � s
_ . '� � �e. � � � r a �:3' �� / ,
' , �ir �'r . - . � - 6��3M304. �:���'.�. . _�. �c r �fiil�� �_ � : � ��� ,t,s ��_!� ��: � ��i- -tif,
, ��� � � � � ��� � ��-_— 3 �_. - ., �,m. •�w��( � -.�� � � .�� :� s., ,4f �'y/ _ - ��
, :��rf�i� r l .. _. , 1�'�� _. � �.- �.� ��_.__ _��i�'1{: �i�: ,1�} .�*�'S:� r l� >� �1 �'I �� � �,/.-� � ���r �`s� �
�� �� :i� �� �r � G�' r�;� p�, .� � � ,
��f���r� � "„+, � •'�-'� ' .� �'� �� � J � �P���� __ _�i�!��� },� • �M r+'�� i� � �'� � a`�,.�� �rJ ��'� � `, _ .
. !,1�� � �j m �� .4yil. � F f'I �`�,8th5r� , `� il {�+1L` -i. �� ''�r�:'� n t1���+� � � � '�\/ / I]�, -
'�7A i ��� r - ' ,._���� ? f .�I --�r' �ii,` k� 'il .iG �i �Llil - f��,rs`� ^o�. �f�� �r �'�f J � � ..
� sLe�-
� �� . � ,_ ��_. - �-f��e [�-.
�� � , �� ti �. -,�. , - - [ ; , �::� f
r i I ;.
,����ryt. � i �`f��i� :� `f( 1� �-�� •'I' 'i�{ �L_;��� �t` , 'i J , a` : �
� �jl���� I - ' 7� u� � ,—_ .?f3 �� ��" ��;�'c �,'i li�� _�"� V 1 3 � ��"� ' r r -
�Nq '.� '' }' Y�°�'s.�� Q f���--��i� ��,_ � ti��+� 1 y�� �i\ �� ���L� � �� ' � �
� i � � �,�/'� . � ti� 'I�; �n 1 �l�'�{�1 '� �� �- r' f '�v
� I - { Y, _ � -- ' _ �
i 1�'' y �' .'- �It i+ -? �%" ` i _i{ -';�i{:�-j�Trail�r �� � `�j�`� "�, �'�U f�,`�� ' I'`'_ _
�'� �_' .i�'�- .`•.� � .�.a. �,. i. - 4� ,7 G41f C:our�e_ � :. r� .rhll.' -, �`���F'3rk `I�l;_-fr,..a...�.. I�".��, �Ilar.��- � . � . �1 .
DIAGRAM IS FOR GENERAL LOCATION ONLY,AND IS NOT TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S.GEOLOGICAL SURVEY
INTENDED FOR CONSTRUCTION PURPOSES QUADRANGLES INCLUDE:SARATOGA SPRINGS,NY(1/1/1967).
1��rr�con
269 Broadway Saratoga Springs, NY GeoRer1�rt
September 5, 2019 Terracon Project No. JB195195 �"
� � �
��•� �v �� '-,,.�,
� � �
., - � �
" �. � � �
� - _ .. � '- �; I
� ���. �� �
'` � � - Test Boring No. and Approx. Location (typ.)
. � �';
�',, �. � �� - =
� � g_� � r � , ' Approx. Limits of Prop sed Buildi �
r-. ��c�,. �..'�
,� ��, `� ��� �� � �' ��' �
� ; �.�, ;. .. B-2 . . �' � -�
�
•�' C � i'.
4 � ' �
� ' � .� - , . ` - ,. '"�'r ,..�-3 � • � " '�.
`�� ,� �" ' � -�= -- �'
� � ; �"1 � - -�� � "4�� _ '� � ��
� g 4 � .,
"� � •�� � � ` 'F Former �
.
�
� ' �� �'' B-5 B-6 � � �
� Building � ��
�',,,,, " ..., ; �'`� � - '�_ � �� s..- �� . rl"
� �e � �� --_ � � w , -'-o. s,� _ �r' -� ��r� � 1 �� '#li �A
� �- ���r� � '`' - � '� ��
- "y�.� -." B-7 �
��� � -•�'i'---�Y�'` _ � � _� ' -� ;�.
� - � s _ _ , .;
� � X � � �� B-8 �
N � '�, �� �' ` � � '" �. �� � ` � '�.
� �.. � � � �� ` r �
� � ��;�
, . �r � � ~ � . � .
� � � .��f�,.
� �
.' � �� -- - ,:
,�
�` %�5�7 i�.1�or�v:i[��rr�r:::i. a •� • � • c.
�� ,� ._ � �.�..
DIAGRAM IS FOR GENERAL LOCATION ONLY,AND IS NOT AERIAL PHOTOGRAPHY PROVIDED BY
INTENDED FOR CONSTRUCTION PURPOSES MICROSOFT BING MAPS
EXPLORATION RESULTS
Contents:
Boring Logs (8 pages)
Rock Core Photo
Laboratory Test Results (2 pages)
Note: All attachments are one page unless noted above
Responsive ,, Resourceful � Reliable
BORING LOG NO. B-1 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0776°Longitude:-73.7875° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:294(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
SPHALT +
AVEMENT BASE +
FILL-SILTY SAND, pieces of brick,occasional cobbles,fine to medium grained, �g 2-2-2-3
N=4
brown, moist to wet,very loose to very dense = 0 50/2"
1
5 � -
�, 2� 1-1-1-1
N N=2
°' 7.5 286.5+/-
� VARVED SILT AND CLAY(CL-ML),gray to brown,moist to wet,very soft to soft 24 1-2-2-2
w N=4
Q
� 10
W W H/12"-1-2
~ 24
� N=1
0
i
0
a
�
�
� 15 -
a 24 WH/12"-2-2
�' 3 N=2
a
�
0
¢
�
m
rn
`° 20
N 24 WH-1-2-3
� N=3
m —
J
J�J
>
0
? 25.0 269+/-
o SILTY SAND WITH GRAVEL(SM),occasional cobbles and boulders,fine to ' 25 1 50/2"
� edium grained,gray to black, moist,very dense
Q uger e usa a . e
�
�
0
�
�
�
0
w
�
¢
z
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-13-2019 Boring Completed:08-13-2019
� � 5.1 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-2 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7872° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:295(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
SPHALT +
AVEMENT BASE +
� FILL-SILTY SAND WITH GRAVEL, pieces of brick,fine to medium grained, 19 2 N=64
3.o brown to orange,moist, loose Z9z'i-
POORLY GRADED SAND(SP�,fine to medium grained,orange to brown,moist 4-3-4-3
to wet, loose 21 N_� 10
z : 5
°' � 21 2-2-2-2
N �.o zaa+i- N=4
�
o VARVED SILT AND CLAY(CL-ML�,trace fine sand, brown,wet,very soft to soft 2_2_�_2
�, 24 N=3
�
Q
� 10
W WH-2-2-2
FGrades to gray banded silt and clay 24 N=4
0
i
0
a
�
�
� 15 -
� 24 WH/18"-2
r
�
0 3
¢
�
m
rn
`° 20
N 24 WH-1-2-3
� N=3
m —
J
>
0
� 25
° 24 1-1-2-2
� N=3
a _
�
� 28.0 267+/-
° LIMESTONE,with quartz veins and chert nodules,gray,slightly weathered, 0 50/0"
F medium strong,very close to close fracture spacing,good RQD
� 5 30 59 REC=98%
� RQD=80%
J
Q
Z
� 33.0 262+/-
�
o Boring Terminafed af 33 Feef
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA to 28 feet,NQ2-sized core barrel to 33 feet.
o description of field and laboratory procedures WH=Weight of Hammer
� used and additional data(If any).
¢
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-09-2019 Boring Completed:08-09-2019
� � 6.3 feet while drilling(prior to coring) 1��rra con
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
-��;-�
, �
,""�_
-�.' - '� ti_.
-- s... ' - - -� .
'
i �a , - ..� /�. q . - ,'
0
, � ,
Z
� - .�� - __ ��r . �" __.
. �..� . � J�k=�.(L:l�.'w�✓ .r+l.A�"c.'
!-t tu.e+�'f F$A-..�j�.q �..r,�v� -
�i^
�
� ��
1
..+r---�'-r
. �' � • � .,� ' ! a
, . M1 e . � _' _._
� �� _�M. .��'-.�� .�
, . e ,.� v.. _ ..., � -�m
�. . _ , ,, , ,,
� _ -._ � .,��' � :' . -�
� . � _� ' r�, _ � -..� _�
,�1��a't�,� ._ 1 __..,_ _ _ ,. . w' +- !
•w-��,T - _ -
�t�� �' � . . r t � , . . . � -.-�- ' , -�- ..__ . _.—��. . ... -�_..- �'
s
.,,,t�,r,. +� ( �-- . . �. . �, _. �.c_� y-
' �,'}'�-8 • ._- . � � - - ►;s- -�wA- --- .�"
-^'�� ---.'.'- - �_r. -.-....--�.�--
� _ -. . ,- - .._ - : .'_ -
� �� � ' ��+.� � _�- '�'!,
. � � - - - - " / �
1 ,��
-.,. =- �-- . . . �
.. � -- - - - � �--..:-�-=,�.as--
-. �
- - - -� - - . .... . _ � .
.�,_ ._^. -,--..7ya.�..� a�'_— .. .��. � � �.�
•�y � ,
- ,- .. ; ,
r
.- �
,: \ � �
_
; ' + , _
: -, ; �
�. . , .; . . $� ,��� '..
. �... '., • �t��T' . ,.. - r' � k ' , :1 � i �' . jil
. 3'_ � � H
� , , ��.". •:�:,. - ._ {� ,�r s, !! �. .�"•... '►�"-
� �y • . .. • . . � �.�.::�.< �S4�,C•�, ° �`�.� , . ��
. ' . y ' 1. ' S� ��
• .� . t� �-,.,.-
• .'.. . � '. �, . �..� � � .
, . ..� �,... . "�4� ..� .
Rocic Core at B-2
BORING LOG NO. B-3 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7869° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:295.5(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-SILTY SAND WITH GRAVEL(SM�, pieces of brick,fine to medium grained, 3-7-6-5
brown, moist,very loose to medium dense 19 N=13
4 3-3-6-8
� N=9
Grades to black at about 4 feet
5 14 2-3-3-2
�
N=6
N Cinders and ieces of debris at about 6 feet
� �.o p zaa.5+i- 22 WH-1-2-1
o SILTY SAND(SM�,trace gravel and rootlets,fine to medium grained, brown to N=3
c� Z black,wet,very loose
w �2 WH-1-1-1
a
a 10.0 285.5+/- N=2
w VARVED SILT AND CLAY(CL-ML),trace fine sand, brown, moist to wet,very soft �� 2-3-5-5
F to medium stiff 22 N=$
0
i
0
a
�
�
aW 15
Grades to gray at about 15 feet 1-1-2-3
� 24 N=3
a
�
0
¢
�
m
N 3 20
N Grades to wet at about 20 feet
N 24 WH/18"-2
�
m —
J
>
0
� 25
° 24 WH-1-2-2
� N=3
a _
�
�
0
�
�
� 30.0 265.5+/- 30
O
a ,��: �,
SILTY SAND WITH GRAVEL(SM�,occasional cobbles,fine to medium grained, 17 4-18-50/4"
w
� 4 ''�'�° 31.3 gray,wet,very dense Z64'�-
z Auger and Sampler Refusa/af 31.3 Feef
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-13-2019 Boring Completed:08-13-2019
Z No free waterobserved 1��rracon
a
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-4 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7866° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:299(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-SILTY SAND(SM�, pieces of brick,trace rootlets,fine to medium grained, 1-3-4-3
brown, moist,very loose to loose �$ N=7
6 1-1-1-1
N=2
1
5 2 WH-1/18"
�
� 10 1-1-1-1
� N=2
0
c�
F 9.0 290+/- 16 3-3-2-2
¢ ° POORLY GRADED SAND WITH GRAVEL(SP),fine to medium grained,brown, � N=5
WZ . .�. wet, loose 10
Q o. 3-2-3-1
22
Q o.' 12.0 287+/- N=5
o� VARVED SILT AND CLAY(CL-ML),gray to brown,wet,very soft to soft 24 3-2-1-1
� N=3
a
� —
�
~ Grades to gray 15 —
� 24 WH/12"-1-1 39
r N=1
�
0
a
�
m
rn
`° 20
N 3 24 WH/12"-1-2
� N=1
m —
J
>
0
� 25
° 24 WH/12"-2-3
� N=2
a _
�
�
0
�
�
� 30.0 269+/ 30
O
W �';;;�: SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to 2_�_�_�$
� ': ; medium grained,gray,wet, medium dense �$
N=14
Q 4 .�J�J�
Z �1.'r.
c�
� ;`�':d 33.3 265.5+/-
O
� Auger and Sampler Refusa/af 33.3 Feef
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-12-2019 Boring Completed:08-12-2019
� � 9.5 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-5 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0775°Longitude:-73.7875° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:294.5(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
SPHALT +
GGREGATE BASE COURSE +
FILL-POORLY GRADED SAND(SP�, pieces of brick,fine to medium grained, �g 2-5-5-4
brown, moist,very loose to medium dense N=10
1
19 4-2-3-4
N=5
5
�, s.o zaa.5+i- � 2-1-1-1
N VARVED SILT AND CLAY(CL-ML�,gray to brown,wet,very soft to medium stiff 22 N=2
�
� 24 2-1-2-2
W N=3
Q
� 10
W
Q 24 WH/18"-2 37
Q
0
i
0
a
�
�
� 15 -
� 3 24 WH/12"-1-2
r N=1
�
0
a
�
m
rn
`° 20
N 24 �-2-4-7
� N=6
m —
J
>
0
� 25.5 269+/_ ZJ
° ��. ,. 17 3-7-50/4"
� 4 ' �;�.Z6 5 SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to 268+�_
Q medium grained,gray,wet,very dense
u�, Sampler Refusa/af 26.5 Feef
0
�
�
�
0
w
�
¢
z
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-08-2019 Boring Completed:08-08-2019
� � 5.5 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-6 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0774°Longitude:-73.7872° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:295.5(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
ASPHALT +
AVEMENT BASE +
� FILL-POORLY GRADED SAND(SP�,occasional cobbles,fine to medium 19 3-5-9-9
grained,orange to brown,moist, medium dense N=14
a.o 291.5+/- 22 6-6-9-9
° POORLY GRADED SAND WITH GRAVEL(SP�,trace silt,fine to medium N=15
� Z �o grained,tan,wet,very loose to loose 5 -
� 2� 3-2-1-2
� o. �.o zaa.5+i- N=3
�
o VARVED SILT AND CLAY(CL-ML�,trace fine sand, brown, moist to wet,very soft 2_2_2_3
c� to soft 24 N=4
w
Q
� 10
W WH-2-2-3
~ 24
� N=4
0
i
0
a
�
�
� 15 -
� 24 WH-1-2-2
r N=3
�
0 3
�
m
rn
`° 20
N 24 WH/12"-1-2
� N=1
m —
J
>
0
� 25
° 24 1-1-1-5
� N=2
a
� —
�
� 28.5 267+/-
w
c� a ^��. , zs.o pROBABLE GLACIAL TILL-SILTY SAND WITH GRAVEL(SM),fine to medium Z66.5+/-
� grained,gray,very dense 0 50/0"
ao sample recovery at this depth
� Auger and Sampler Refusa/af 29 Feef
a
z
c�
�
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-14-2019 Boring Completed:08-14-2019
� � 6.1 feet while drilling 1��rracon
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-7 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0774°Longitude:-73.7869° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:297(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-SILTY SAND WITH GRAVEL(SM�, pieces of brick,trace slag,fine to 2-4-5-6
medium grained,brown,moist to wet, loose to medium dense 21 N=9
2� 4-4-4-4
N=8
1
5 19 3-4-7-4
�
N=11
� 11-11-10-9
o $o Grades to wet at about 7 feet 289+�_ 21 N=21
W SILTY SAND(SM�,fine grained, brown,wet, medium dense 3-4-4-3
Q z ' 21 N=8
a 10.0 287+/-
w VARVED SILT AND CLAY, brown, moist,very soft to medium stiff �� WH-1-2-4
~ 19
� N=3
0
i
0
a
�
�
� 15 -
� 24 2-3-4-4
r N=7
�
0
a
�
m
N 3 20
� Grades to gray banded silt and clay WH/12"-1-2
� 24 N=1
m —
J
>
0
� 25
° 24 WH-1-2-3
� N=3
a _
�
�
0
�
�
� 30.0 267+/ 30
O
a �'" "� SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to 4-5-4-7
w c•�,
� 4 ':-; ; medium grained,gray, moist, loose to very dense 19 N=9
z �J �'32.4 264.5+/- 0 50/0��
� Auger and Sampler Refusa/af 32.4 Feef
0
�
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-08-2019 Boring Completed:08-08-2019
Z No free waterobserved 1��rracon
a
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
BORING LOG NO. B-8 Pa e 1 of�
PROJECT: Proposed Mixed Use Building CLIENT: Roohan Realty
Saratoga Springs, New York
SITE: 267-269 Broadway
Saratoga Springs, New York
w 0 LOCATION See ^ ;O wa V � o
} ��
a U Latitude:43.0773°Longitude:-73.7867° � �Q ~ � �� w z
w a a w� � > �t7n Q�
a �
� � Approximate Surface Elev.:302(Ft.)+/- o �m Q � �� �O
DEPTH ELEVATION Ft.
O � �
FILL-POORLY GRADED SAND(SP�, pieces of brick,trace rootlets,fine to 2-4-4-4
medium grained,brown,moist, loose 14 N-$
19 2-2-5-10
N=7
1
5 � 5-3-2-2
�
N=5
� 5 1-2-4-6
o a.o zsa+i- N=6
W POORLY GRADED SAND(SP�,fine to medium grained,orange to brown,moist 1-2-3-2
Q to wet,very loose to loose 21
N=5
w Grades to wet at about 10 feet 1� 3_z_z_Z
~ 19
Q N=4
o z :
0 22 z-1-2-4
Q N=3
� —
�
� 15 -
a 16.0 286+�_ WH/12"-1-2
} VARVED SILT AND CLAY(CL-ML),gray,wet,very soft to soft 24 N=1
�
0
a
�
m
rn
`° 20
N 24 z-2-1-2
� N=3
m —
J
� 3
O
� 25
° 24 WH-1-2-2
� N=3
a _
�
�
0
�
�
�
� 30
� 31.0 z��+i- 24 2-15-17-14
' SILTY SAND WITH GRAVEL(SM�,occasional cobbles and boulders,fine to N=32
� 4 '!:�'T°, medium grained,gray,wet,dense to very dense
� �J �� 33.4 268.5+/-
� Auger and Sampler Refusa/af 33.4 Feef 0 50/0"
0
�
LL
0
W
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
�
¢
a
w
� Advancement Method: See for a Notes:
" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any). WH=Weight of Hammer
J
Q
� See for explanation of
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface. Elevations were interpolated from a topographic
� WATER LEVEL OBSERVATIONS
c� Boring Started:08-09-2019 Boring Completed:08-09-2019
Z No free waterobserved 1��rracon
a
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195195
GRAIN SIZE DISTRIBUTION
ASTM D422
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 � 3/4 1/2 3/8 3 4 6 $10 �416 20 30 40 50 60 100 140 200
100 �
95
90 10
85
80 20
75
70 30
65
60 40�
�, � m
x A
� c7 55 m
w z
�
� � 50 50 c�
ui m O
a z 45 �
m
w � �
F z 40 60�
o U 2
o W 35 �
� a x
� 30 70�
�
�
a 25
c�
>
� 20 80
0
¢
� 15
m
rn
N 10 90
rn
N
� CJ
m
0 1p
0 100 • 10 1 0.1 • 0.01 O.00T�
N
o GRAIN SIZE IN MILLIMETERS
w
�
Z COBBLES GRAVEL I SAND SILT OR CLAY
� coarse I fine I coarse I medium I fine
0
�
� BORING ID DEPTH %COBBLES %GRAVEL %SAND %SILT %FINES %CLAY USCS
N
� • B-2 3-5 0.0 12.9 79.7 7.4 SPSM
�
�
0
a
w
�
J
Z GRAIN SIZE • SOIL DESCRIPTION
o � Sieve %Finer Sieve %Finer Sieve %Finer � POORLY GRADED SAND with SILT
1" 100.0
o �ss 19.387 3/4" 94.6 (SP-SM)
� D 0.973 1/2" 91.29
0 60 3/8" 90.69
Q �so 0.687 1/4" 87.94
a �so 0.329 #4 87.05
a #10 80.63 REMARKS
� D�o 0.126 #40 36.26 •
o COEFFICIENTS #100 10.86
#200 7.37
J
j C� 0.$$
O C� 7.70
w
� —
¢
�
W PROJECT: Proposed Mixed Use Building PROJECT NUMBER: JB195195
� 1��rracon
0
� SITE: 267-269 Broadway 594 Broadway CLIENT: Roohan Realty
m Saratoga Springs, New York waterviiet,Nv Saratoga Springs, New York
Q
J
y
ATTERBERG LIMITS RESULTS
ASTM D4318
60
50
P
L
A O�
s 40
T O�
I
C � G�
T 30 —
Y �
O
I
N 20 '�
D
E G� MH or OH
X
10
� _
F _ CL-Mi ML r OL
o ,
c�
Q 20 40 60 80 100
a LIQUID LIMIT
�
w
�
Q Boring ID Depth LL PL PI Fines USCS Description
0
o • B-2 3 - 5 NP NP NP 7.4 SP-SM POORLY GRADED SAND with SILT
U
Q
W m B-4 15 - 17 40 23 17 CL Lean Clay
�
a � B-5 10 - 12 37 23 14 CL Lean Clay
�
>
Q
�
0
Q
0
�
m
�
�
N
N
W
N
W
m
�
F
�
J
�
�
W
m
�
W
F
F
Q
F
�
0
a
w
�
J
Q
Z
�
�
0
�
0
�
LL
0
W
F
Q
�
Q
a
w
�
LL
0
J
Q
�
F
0
Z
W
�
Q
�
W PROJECT: Proposed Mixed Use Building PROJECT NUMBER: JB195195
� 1��rracon
0
� SITE: 267-269 Broadway 594 Broadway CLIENT: Roohan Realty
m Saratoga Springs, New York waterviiet,Nv Saratoga Springs, New York
Q
J
y
SUPPORTING INFORMATION
Contents:
General Notes
Unified Soil Classification System
Description of Rock Properties
Note: All attachments are one page unless noted above
Responsive ,, Resourceful � Reliable
GENERAL NOTES l��rracon
DESCRIPTION OF SYMBOLS AND ABBREVIATIONS
Proposed Mixed Use Building Saratoga Springs,New York GeoReport
Terracon Project No.JB195195
� SAMPLWG � WATER LEVEL FIELD TESTS
N Standard Penetration Test
� Water Initially Resistance(Blows/Ft.)
Encountered
� Water Level After a (HP) Hand Penetrometer
�Rock Core �Split Spoon Specified Period of Time
� Water Level After (T) Torvane
a Specified Period of Time
Water levels indicated on the soil boring logs are (�CP) Dynamic Cone Penetrometer
the levels measured in the borehole at the times
indicated. Groundwater level variations will occur uC Unconfined Compressive
over time. In low permeability soils, accurate Strength
determination of groundwater levels is not
possible with short term water level (PID) Photo-lonization Detector
observations.
(OVA) Organic Vapor Analyzer
DESCRIPTIVE SOIL CLASSIFICATION
Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their
dry weight retained on a#200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils
have less than 50% of their dry weight retained on a#200 sieve; they are principally described as clays if they are plastic,
and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents
may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are
defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency.
LOCATION AND ELEVATION NOTES i
Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The
accuracy of such devices is variable. Surface elevation data annotated with +/-indicates that no actual topographical
survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from
topographic maps of the area.
STRENGTH TERMS
RELATIVE DENSITY OF COARSE-GRAINED SOILS CONSISTENCY OF FINE-GRAINED SOILS
(More than 50%retained on No.200 sieve.) (50%or more passing the No.200 sieve.)
Density determined by Standard Penetration Resistance Consistency determined by laboratory shear strength testing,field visual-manual
procedures or standard penetration resistance
Descriptive Term Standard Penetration or Descriptive Term Unconfined Compressive Strength Standard Penetration or
(Density) N-Value (Consistency) Qu,(tsfl N-Value
Blows/Ft. Blows/Ft.
Very Loose 0-3 Very Soft less than 0.25 0-1
Loose 4-9 Soft 0.25 to 0.50 2-4
Medium Dense 10-29 Medium Stiff 0.50 to 1.00 4-8
Dense 30-50 Stiff 1.00 to 2.00 8-15
Very Dense >50 Very Stiff 2.00 to 4.00 15-30
�
Hard >4.00 >30
RELATIVE PROPORTIONS OF SAND AND GRAVEL RELATIVE PROPORTIONS OF FINES
Descriptive Term(s)of Percent of Descriptive Term(s)of Percent of
other constituents Dry Weight other constituents Dry Weight
Trace <15 Trace <5
With � 15-29 With � 5-12
Modifier >30 Modifier >12
GRAIN SIZE TERMINOLOGY PLASTICITY DESCRIPTION
Major Component of Sample Particle Size Term Plasticity Index
Boulders Over 12 in.(300 mm) Non-plastic 0
Cobbles 12 in.to 3 in.(300mm to 75mm) Low 1-10
Gravel 3 in.to#4 sieve(75mm to 4.75 mm) Medium 11-30
Sand #4 to#200 sieve(4.75mm to 0.075mm High >30
Silt or Clay Passing#200 sieve(0.075mm)
UNIFIED SOIL CLASSIFICATION SYSTEM 1��rracon
GeoReport
Soil Classification
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Group Group Name
Symbol
Clean Gravels: Cu>_4 and 1 <_Cc<_3 GW Well-graded gravel
Mo e than 50%of Less than 5%fines Cu<4 and/or[Cc<1 or Cc>3.0] GP Poorly graded gravel
coarse fraction Fines classify as ML or MH GM Silty gravel
retained on No.4 sieve Gravels with Fines: _
Coarse-Grained Soils: More than 12%fines Fines classify as CL or CH GC Clayey gravel
More than 50%retained —
on No.200 sieve Clean Sands: Cu>_6 and 1 <_Cc<_3 SW Well-graded sand _
Sands: Less than 5%fines Cu<6 and/or[Cc<1 or Cc>3.0] SP Poorly graded sand
50%or more of coarse _
fraction passes No.4 Sands with Fines: Fines classify as ML or MH SM Silty sand
sieve
More than 12%fines Fines classify as CL or CH SC Clayey sand
PI>7 and plots on or above"A" CL Lean clay
Inorganic:
Silts and Clays: PI<4 or plots below"A"line M� Silt
Liquid limit less than 50 Liquid limit-oven dried Organic clay '�N
Fine-Grained Soils: Organic: <0.75 OL �
Liquid limit-not dried Organic silt
50%or more passes the PI plots on or above"A"line CH Fat clay
No.200 sieve Inorganic:
Silts and Clays: PI plots below"A"line MH Elastic Silt
Liquid limit 50 or more Liquid limit-oven dried Organic clay �P
Organic: <0.75 OH Q
Liquid limit-not dried Organic silt
Highly organic soils: Primarily organic matter,dark in color,and organic odor PT Peat
Based on the material passing the 3-inch(75-mm)sieve. If fines are organic,add"with organic fines"to group name.
If field sample contained cobbles or boulders,or both,add"with cobbles If soil contains>_15%gravel,add"with gravel"to group name.
or boulders,or both"to group name. If Atterberg limits plot in shaded area,soil is a CL-ML,silty clay.
Gravels with 5 to 12%fines require dual symbols: GW-GM well-graded if soil contains 15 to 29%plus No.200,add"with sand"or"with
gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly gravel,"whichever is predominant.
graded gravel with silt, GP-GC poorly graded gravel with clay. o
Sands with 5 to 12%fines require dual symbols: SW-SM well-graded if soil contains>_30/o plus No.200 predominantly sand,add
sand with silt,SW-SC well-graded sand with clay, SP-SM poorly graded
"sandy"to group name.
sand with silt,SP-SC poorly graded sand with clay. If soil contains>_30%plus No.200, predominantly gravel,add
2 "gravelly"to group name.
(��) PI>_4 and plots on or above"A"line.
Cu=D6dD,o Cc= PI<4 or plots below"A"line.
D10 X D60 PI plots on orabove"A"line.
If soil contains>_15%sand,add"with sand"to group name. PI plots below"A"line.
If fines classify as CL-ML, use dual symbol GGGM,or SGSM.
60 I I
Far classification of fine-grained
soils and fine-grained fraction '
5Q —of coarse-grained soils — ���e `r �\�e
Equatian of"A"-line ��, ��P
� Hprizontal at P1-4 to LL=25.5_
X 40 — then PI=0.73(LL-20) Q�
pEquation pf"U"-line �t
z Vertical at LL=1E to PI=7, G�
� 30 then PI=0.9(LL-8) �'
� ` tOV
H �
Q 2� G
� MH or OH
�.
io I
q -- ��- ML ML or OL
o �
0 10 16 2C1 30 40 50 60 70 80 96 1Q0 110
I�IQUID LIMIT(LL)
Responsive ■ Resourceful ■ Reliabfe
DESCRIPTION OF ROCK PROPERTIES ���rracan
GevReport
WEATHERING
Term Description
Unweathered No visible sign of rock material weathering, perhaps slight discoloration on major discontinuity surfaces.
Slightly Discoloration indicates weathering of rock material and discontinuity surfaces. All the rock material may be �
weathered discolored by weathering and may be somewhat weaker externally than in its fresh condition.
Moderately Less than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is
weathered present either as a continuous framework or as corestones.
Highly More than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is
weathered present either as a discontinuous framework or as corestones.
Completely All rock material is decomposed and/or disintegrated to soil. The original mass structure is still largely intact.
weathered
Residual soil All rock material is converted to soil. The mass structure and material fabric are destroyed. There is a large
change in volume, but the soil has not been significantly transported.
STRENGTH OR HARDNESS
Description Field Identification Uniaxial Compressive
Strength, psi (MPa)
Extremely weak Indented by thumbnail 40-150 (0.3-1)
Very weak Crumbles under firm blows with point of geological hammer, can be 150-700 (1-5)
peeled by a pocket knife
Weak rock Can be peeled by a pocket knife with difficulty, shallow indentations 700-4,000 (5-30)
made by firm blow with point of geological hammer
Medium strong Cannot be scraped or peeled with a pocket knife,specimen can be 4,000-7,000 (30-50)
fractured with single firm blow of geological hammer
Strong rock Specimen requires more than one blow of geological hammer to 7,000-15,000 (50-100)
fracture it
Very strong Specimen requires many blows of geological hammer to fracture it 15,000-36,000 (100-250)
Extremely strong Specimen can only be chipped with geological hammer >36,000 (>250)
DISCONTINUITY DESCRIPTION
Fracture Spacing(Joints, Faults, Other Fractures) Bedding Spacing(May Include Foliation or Banding)
Description Spacing Description Spacing
Extremely close <3/4 in (<19 mm) Laminated <'h in (<12 mm)
Very close 3/4 in—2-1/2 in (19-60 mm) Very thin 'h in—2 in (12—50 mm)
Close 2-1/2 in—8 in (60—200 mm) Thin 2 in— 1 ft. (50—300 mm)
Moderate 8 in—2 ft. (200—600 mm) Medium 1 ft.—3 ft. (300—900 mm)
Wide 2 ft.—6 ft. (600 mm—2.0 m) Thick 3 ft.—10 ft. (900 mm—3 m)
Very Wide 6 ft.—20 ft. (2.0—6 m) Massive > 10 ft. (3 m)
Discontinuitv Orientation (Anale): Measure the angle of discontinuity relative to a plane perpendicular to the longitudinal axis of the
core. (For most cases, the core axis is vertical; therefore,the plane perpendicular to the core axis is horizontal.)For example, a
horizontal bedding plane would have a 0-degree angle.
ROCK QUALITY DESIGNATION (RQD)
Description RQD Value(%)
Very Poor 0-25
Poor 25—50
Fair 50—75
Good 75—90
Excellent 90- 100
The combined length of all sound and intact core segments equal to or greater than 4 inches in length,expressed as a
percentage of the total core run length.
Reference: U.S. Department of Transportation, Federal Highway Administration, Publication No FHWA-NHI-10-034, December 2009
Technical Manual for Desiqn and Construction of Road Tunnels—Civil Elements
Appendix G
NYSDEC and USGS Aquifer Mapping
Stormwater Pollution Prevention Plan
G-3
_i
�_
�I"I IYl�I"]I c�I"1� �I'I I"1 C I��� 1�4��.J I��I"S :��,, ��.� �"y '
� i��a
Ir1 N+e�uv �'+�rk St��e
�'+'``� r'�� ...
�
�, � �
{
��_`��� -- PROJECT
��'�f " SITE
�i y,�
� �;
,�,��.; r
..t �,+�,�
_ .� .
�
p � �, �� � � ri �
,; t
r . �� �
� i 4 . . � ,
�� r* • � �
�r .
. .,� � � �� . �
I
i�1 '� � � +
.
_
�� .
���'�h ._ �^•a � i � � ', r � �
,
� r .. _:�4' ' ,.� '� [. ..� + �PP �
��
�.�v-�,nz� r•r r 4�..
Princip�l A�uifer �'•
�:� - �.�� �
;� { �:r.
PrirnaryAq�ifer ``��� �� �
L�r�g Isl�nd Aquifer .�
��-�
Source:NYSDEC
Environmental Mapper
Database
� Er� ineerin csnd STORMWATER POLLUTION PREVENTION PLAN NYSDEC PRIMARY AND
�����` Lagd Surveying, P.C. PRINCIPAL AQUIFERS
269 BROADWAY
1533 Crescent Road SARATOGA SPRINGS, NEW YORK
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
Appendix G
NYSDEC Environmental Resource Mapper
Stormwater Pollution Prevention Plan
G-4
I�
PROJECT
SITE
�ngr��,:.I',��I
' -�:��
�`i^C:.
�
�
���,� � ti
1: � ,},�.
• y.
r
r
J
�
!, �
ti
-. ....'�it''}��� ���5
*� —'�rSJater�otl�,�C assifi�a���s for P�ers'St•eam=_.
r •'
Source:NYDEC
� �l+wat�-bod�V c assifi�a�c�,5 f�a�Laaes ENVIRONMENTAL RESOURCE
� State Feg.al�ted Fr€�sh•�v�t�-1+;--1�r�ds MAPPER
� � E�1 ineerin C7�iC� STORMWATER POLLUTION PREVENTION PLAN NYDEC Environmental
����` Lagd Surveying, P.C. Resource Mapper
269 BROADWAY
1533 Crescent Road SARATOGA SPRINGS, NEW YORK Wetlands Mapper
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
Appendix G
USFWS National Wetlands Inventory (NWI) Mapping
Stormwater Pollution Prevention Plan
G-5
� � ��
{ - r"� _ � I,'- ;w. - ��,. �' R �' _ .�j _I
� r �� �' , � •_ i
.:
`+- �- �- � �
a,
� � . _ � : �� -
� � , � '
w.� PROJECT ��-' � - � y ,'�`,y'
�• �. ��, � SITE �i�,� ,
'` � _ ��: _ � '
� �
� �, � ��
� � ��
�,.�, .. ,R � >,.
� � : � � _� ' .,,� ' _ _- �.�
� , �. `�•�: � ��
, � �
�� ' ��. � - � _ �
� n •f� ' . '
r� � +� �
' � �
a� � � .#��
• � "y+'. �' � . W
.yr.�� ..# -
. '� � �*' � # � �
� �
�.. � e f� � � � '+1 7'. �.. ,
�- � � �!� ` �. - ,
>�, �'� - '__ _ , F�' - � `� - -l�,
� � � � ���,-
�-:,� � � � � � � . �
,�• . �, . . ,., ��t
� �~�` �'� � j� . �
� ~-_ +r� "� '"� i�� �
ar.� �_ a �,° � .
.�
, ,
� ,�.�,; � - � . � -
�,�,� � ,� � ��_ t ,� � `'. � . �,�
_ — � � � r �.
.'M'ry �y ''7�' 1 +� - w.'. ' ��+�. : ��
� . � " -. +'��s'• . 4 � 3 �� � - �
� 1 �, f r` � � -,�•� �r
i ' � F� ����� � � . _ - y,p�i 'L, ��
�I Z � !i..;. �� s '
J ,i
. � ! . �. a_ -� S ���� � P'�..��f��a ,a M•
� EStLldfllle dlll'�Mdflll�
�eepwater
� Estuarine and Marine V��fetland
� Fresh�vater Emer�ent Wetlan�i
Freshwater Forested'Shrub
� 'J�'etland
� Fr�sh«�ater F•ond
� LakP
� �ther Source:National Wetlands
� Ri�dzrine Inventory
STORMWATER POLLUTION PREVENTION PLAN
����` Lagd Surveyl�C,��P.C. 269 BROADWAY National Wetlands Inventory
1533 Crescent Road SARATOGA SPRINGS, NEW YORK
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
Appendix G
FEMA FIRM Floodplain Mapping
Stormwater Pollution Prevention Plan
G-6
0
� .c
m C�
�
o ��
Cherry St APPftOXIMATE SC
�'�'s`on St 500 0
�
�-
�I I I � �
�
� � Ili ,� NAT(ONAL �LOOQ INSURANCE PROGRAi,�
� � �
1�✓ashington St � � ���� ------ =—_-
ti> y��y1� SAri�
C s ,, ����
��g'ess �t � ���p `"���„ St i Ii II�i�I ELO�D lNSf�RANCE RATE MAP
� i�l ��F�A'��LA �O1JI�']°Y, �
� I i ���,,, 1tpL''iF F 6$g�ffi
� � ��'er�LL J�7��9�It`°I'I(��I93
rn —..`""� �I i � �� � I
� I�i7 I
� � 7,�� q7 ((�7
U3 O �'�"^^'•+• aH!VLL `1J�S Q� OJJ I
.-+' L I I II (S�E nnn. taOE.% F'OR h'4NE15 NOT PRINiED) ,
�7 � l �� � ���� UdTAiPI;�
N �(
� � -I �phlhdU�'ITY �lUt�BEH FANEL SUFFIA
� i I�. 9 I IELC O�10F 76J�(( C93i E
a 1,„ PPF4GS(IIY OF Fp.�A 6a71 E
$ I I
�i I' I'
c i � I ' i I
O 'II�.,�I� I
� �1l"��If11' vC� � � I � ��''� ��� o � �ua,t�c�un rvN6E i
�_ � ` I
C�rc�,�or S f '�' MAP NIJMBER
� '�'� 3609�C0433 E
o --.. i�
��i(�
`a� i�i�
�- i�°`3�� � EFFECTiV� Da?E
� ��J AUGUST 16,1995
Jp' °�%
��� � �� ���� �
�O���j i�J Fc�exs��Smeabencp l�anngaynent�goncy
� ___.—
This is an official FIRMette showing a portion of the above-referenced flood map created from
the MSC FIRMette Web tool.This map does not reflect changes or amendments which may have
. been made subsequent to the date on the title block.For additional information about how to
make sure the map is<urrent,please see the Flood Hazard Mapping Updates Overview Fact Sheet
vailable on the FEMA Flood Map Service Center home page at https://msc.fema.gov.
Appendix G
USFWS Threatened and Endangered Species Screening
(IPac)
Stormwater Pollution Prevention Plan
G-7
['..\.
� t'Y:fJi h N IIJ!LJ}i.
.%7'lE\'fl'R
United States Department of the Interior �,,�
���: �� FISH AND WILDLIFE SERVICE
New York Ecological Services Field Office
3817 Luker Road
Cortland,NY 13045-9385
Phone: (607) 753-9334 FaY: (607) 753-9699
http://www.fws.gov/northeasUnVfo/es/section7.htm
In Reply Refer To: July 12, 2021
Consultation Code: 05E1NY00-2021-SLI-3377
Event Code: 05E1NY00-2021-E-10342
Project Name: 269 Broadway
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act(ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). This list can also
be used to determine whether listed species may be present for projects without federal agency
involvement. New information based on updated surveys, changes in the abundance and
distribution of species, changed habitat conditions, or other factors could change this list.
Please feel free to contact us if you need more current information or assistance regarding the
potential impacts to federally proposed, listed, and candidate species and federally designated
and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations
implementing section 7 of the ESA, the accuracy of this species list should be verified after 90
days. This verification can be completed formally or informally as desired. The Service
recommends that verification be completed by visiting the ECOS-IPaC site at regular intervals
during project planning and implementation for updates to species lists and information. An
updated list may be requested through the ECOS-IPaC system by completing the same process
used to receive the enclosed list. If listed, proposed, or candidate species were identified as
potentially occurring in the project area, coordination with our office is encouraged. Information
on the steps involved with assessing potential impacts from projects can be found at: http://
www.fws.gov/northeast/nvfo/es/section7.htm
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergv/
eagle guidance.html). Additionally, wind energy projects should follow the Services wind
07/12/2021 Event Code: 05E1NY00-2021-E-10342 2
energy guidelines (http://www.fws.�;ov/windenergy�) for minimizing impacts to migratory birds
and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/mi ratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.�ov/mi ratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the ESA. Please include the Consultation Tracking Number
in the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
• Official Species List
07/12/2021 Event Code: 05E1NY00-2021-E-10342 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
New York Ecological Services Field Office
3817 Luker Road
Cortland, NY 13045-9385
(607) 753-9334
07I12/2021 Event Code: 05E1NY00-2021-E-10342 2
Project Summary
Consultation Code: 05E1NY00-2021-SLI-3377
Event Code: 05E1NY00-2021-E-10342
Project Name: 269 Broadway
Project Type: DEVELOPMENT
Project Description: 269 Broadway is currently vacant besides a small parking lot and is in the
T-6 Transect Zone. Proposed construction of a 6 story(70 foot high)
mixed-use building.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/(a�43.0774196,-73.78712413400987,14z
�.��,�.�„���.�t�,e��� �,.,��_ �
�;�y � .E,�?
�.- ¢�PNr�P45 Pi
�
��,�� — �o�.,r.nc3r�c
xs�
�1 .
9�� �
I "'w�.� _ n�����d
'r.
VG
.j
�' � �q�
f �
'r�:1,:�,,,,,,;, � ,�
� �� ��
- � : . <.
�
Counties: Saratoga County, New York
07/12/2021 Event Code: 05E1NY00-2021-E-10342 3
Endangered Species Act Species
There is a total of 0 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
l. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER TH1S OFFICE'S
JURISDICTION.
Appendix G
SHPO CRIS Historic Places Screening Maps
Stormwater Pollution Prevention Plan
G-8
� � . .- T - • � .r�' ,.�i`:
_--. : ,,,•..., . ,ip . , .
�ry � ='�- � �'t' � � �� PROJECT `�; . ,
�.: SITE �" _ � �
�� � • �' G
r.. �,�, ��
- ,. � . � T
�
�
^_ � � ��
►
ya , �-. � , �'"�'�.
�. �� ��';�' ��:°� �-- -
� - � , ,r� - � '-�� �.; �£ _ -�
i� ,,r, � , ;�� = '� �
- _ �- =_ °,,.
�, - • •�- .� -r� -
�L;� � �� �w�, '' � -.._,2 `"' �
� - . � ' - ... �.�
� . �Y '`-� . .', .. _
�� ��-S. ,,*,�,;� '��: �� �, 1. ,��.
� � }j
. .���.� � -.. _ � _ 3�.�;J�_ �� ��. �
�` �� � , �, �. , ,.£_,�_
. � :-�
�� ��
� � #��. �� : .
- � �� .�. -
�, ,� � - *�,�.� , } � ��
�- y � ��" :� ` - _ �
.
� � ' � * � ,�s
t �
�� . ` • - � ,� ,
�..� t - �_ r�• . :� �� . �-- -
Survey Archaealagy Areas(Vie+nr)
h�awional Register Building SiFes
S�urvey�uilding Areas(Vierv� (�iaw�
�
Consultati�n Projeats(View) U5N�uilding �istricts(View)
Source:NY
CULTURALRESOURCE
� INFORMATION SYSTEM
� Er� ineerin csnd STORMWATER POLLUTION PREVENTION PLAN CULTURAL RESOURCE
�����` Lagd Surveying, P.C. INFORMATION SYSTEM
269 BROADWAY
1533 Crescent Road SARATOGA SPRINGS, NEW YORK
Clifton Park, New York 12065
(518)371-0799
Not to Sca/e
NEW YORIC parlcs Recreati�n
5TArE QF � i
4PPflFtTUNITY ��d HEstaric Preservation
ANDREW M. CUOMO ERIK KULLESEID
Governor Commissioner
May 25, 2021
Alison Yovine
Landscape Architect
MJ Engineering
1533 Crescent Rd
Clifton Park, NY 12065
Re: DEC
New Construction 6 Story Building
269 Broadway, City of Saratoga Springs, Saratoga County, NY
20PR01428
Dear Alison Yovine:
Thank you for continuing to consult with the New York State Historic Preservation Office
(SHPO). We have reviewed the submitted materials in accordance with the New York State
Historic Preservation Act of 1980 (section 14.09 of the New York Parks, Recreation and Historic
Preservation Law). These comments are those of the Division for Historic Preservation and
relate only to Historic/Cultural resources.
We have reviewed your recent submission dated May 18, 2021 for this project. This submission
includes additional documentation regarding the proposed new construction as previously
requested by our office.
Based on this review, it is the opinion of the SHPO that the proposed project will have No
Adverse Impact to historic and cultural resources.
If you have any questions, I can be reached at (518) 268-2164.
Sincerely,
��- �
Weston Davey
Historic Site Restoration Coordinator
Weston.davey@parks.ny.gov
Division for Historic Preservation
P.O. Box 189,Waterford, New York 12188-0189•(518)237-8643•parks.ny.gov
Appendix H
Pre-Development Watershed Delineation Map
Stormwater Pollution Prevention Plan
H- 1
� � � �� " W,,, ��„ � Q 291.2 + �,�NDS :� .,_. �
� i `'' ra THE SARATOG,4 ..
� 3 3 BOOK:2012 PAGE:16�
o e TA�' t17- 1f.�,7,5-1-� LEGEND:
� .
W �
ro �
� o° �i � N j BOUNDARY ENT
� 3
�, � TIME OF
� � � GLOVERSVILLE FED�.; CONCENTRATION
�, � a AND LOAN ASS��.,��,,,: SUBCATCHMENT
W � °
I; 3� g" "HANDICAPPED BOOK:1040 PAGE:35
�� � V ° PARKING" TYP. Tn�' f�. ?�� �� $ `� INDICATOR
3 -� `O
g`L `� 291.4 + � -X SUBCATCHMENT LABEL
`� �.2 �
TCH BASIN 6 ���
� m M=291.81 �.
h 3 V(A)=289.55, 12"RCP 2-STORY
c.� ONNECTION NOT EVIDENT BRICK BUILDING
� r
� � /t NUMBER
� � � 3 �(A) `B ACREAGE CURVE
�? STORM MH 5 j'
(D) RIM=292.35 / -
S �B� � SUMP=289.18
MAINTENANCE ACCESS CATCH BASIN 4 /
V FOR CATCH BASIN 6 RIM=291.41
:v2��.L� � � �" 3 INV(A)=287.84, 12"HDPE % �i�=���.1�
2. 16"RCP V INV(8)=287.97. 12"HDPE / "
v'(B)=288.6'7. 12"HDPE � � � INV(A)=288.,;
INV(8)=288.35, i2"I,,
�
°NV(C)=286.93, 16"RCP ;�
arnsv.-rsac�� ,s'�c.�e?r�.c
� �, r �STOPh FFE=292 8g
-� 3� � \ (q) RIM=292.4i;
� � 3 � W 292ST �B �B) coNc � iNv(a)=2a�
a �°' � � � `' ST cURe
�
� � 9� ST ,\
� 3 = + 292.0 _sr <a) `' u ;.. ,.
3 3 v CB (B) RIM 29
INU(A) 1U�. �, . mu �
� � ASPHALT ST � INU(B) 288.26 6"PVC
`547061P 90 � `� �� PARKING LOT _ �q� �
882398.419 �9 (C)
EL:293.48� �
, , , � I.P.F.� _ 292 292.5 + ST_ 2g3
UMPSTER GRAVEL ST
� G � CO C9J
� NC
• �URB
� y �� �B) SS
� =t o p � � FFE=295.42 -� � Rl�r �s5.``
SS � INV(A) 29f
COM-COM�� NOSP/Tq� O O �eJ 1±�rsn._�r..
� � 3 �NL Y" CONC.
� - � � ��RB � �
j 3 � o�
N v
r^ rP �. � BOL V 2-STORY � 3 �"
� �
vJ � GRASS 294.3 o V BRICK BUILDING � � 3
Z �� � �, o � / � + 296.0
� � � o �� � � � U ` � ��j �
� � ^ 3 � c.�i i. 12„ �' �- -_ - _ BANK OIVL Y" TyP G' �W � j � �
� � � � TRANSFORMERS _ o p � r
� / � �3 3�
= ^ "NO PARKING" / �
�
� � � I / \ / 29�"J CD/VCRfTE S/DE�.yq� 2g7
Q �, 295.3 �
= 3 3 � / 295.9 +
� �SS_^ �p�h + 29J�.4 TM�MION TRAFF/C S� 3
? j J � ` �� / GRASS NAL OGF �
i � � � 3 0 ` 1\ » r ASPH�` S � �.
� 29
v 3 = � GRASS 24 - DA-1 'Lg6 � ..
I c� 3 X-CUT IN
0.84 68 �� 3 �HYDRANT NHf=
� ry
��. B � � � t'
T � `�' � £ LANDS N/F �
�' I
l� 3 �,' �j �
� 3 ��,o� \24� �'a` 269BOOOAD019YPAGE•29745LLC / , � '� . 29g 3
: ' C.I.R.F. �
monrPsoN DA 2 �
:;rrri rz r � FLEMING 294,E TAX ID: 165.75-1-7 � _
-'E IN WEST- FACE NM16 � S,7 ° - _ (M.R. #1) ��i / ''
. I +. . . . .. . 8 .24, . • ---- �.....6 0.24 98 � � o
1TY POLE `�' � 3 � . ` � 2��..7. . . . . . . . . .4j��E . . . . . . . . + / � �
°�.5.44' �
� 3 v d, � � �
� � � � n-g5� . . . . + 295.6 . . . . . . . . . � `L� � � o
� . . . . . . � �
� �L� � �. . . . . . . . . . . . . . / 3 Q o
°� � � _/ +.2�6:0. . o . 296.1 p � t Q
/ �� � �
`' � � 3`° � cRass . . . . . . . . . . . . . . . . +296.6 / � � , �
GOMC �D BeNCy. . . . . . . . . . . . . v /�/
� 0 3 �/ RET'E FWALlC. . . . . . . / 'ij0� o �+..
�
V eENGI,<
� _� . . . . . . . . . .n .... . . ..� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / C.I.R.F. h .
" . . . . . . . . . . . . . . . . �
� 3 ` 2g6 � � . . . '"�M��' �o� � �o J
-
�
O �
� . . . . . . . . . . . . . 50 p � �
� � 3 �, � �. J -_ . ... . 264. �. . . . . O �
298:4
j � 3 - + 296.f ��. . . . . � . . . . . . . . . . . . . . . . . . . o � � �
� �o U � �. . .. . . . . . . . . . . BENCH. m J ; 3
��. . .
� 2 � ASPHALT � . . +. . . . . . . . . . . . . . . . . . . . . . . . Z
V � W PARKING LOT g� / 300:3 �
� 3 ,�. � 2 297.3 + o. cPs �
k, 3 � � iv � O�. . . .�. . . . . . . p. � N:��s8s7.45;;
ASPHALT I � O / E•6�2699.811
5 3 3 E�
c�i PARKING LOT B � rh � �
� � � �. . . . . . . �
:) .� �' �°, � + 298.4 264.7�, .. . . . . �^>`''�" ,\_��
:�
� � � � - o . . .. . . . . .. . . . . . .. .�'� �:3 3p3
3�e� � p $�
' � �3 � 2g 8 � `"'
� S ��NCRFTE SIOFH,ALK
� � ` � 2gg 3 3
6 � � � l `3�3 � I J�
_ _ !,`"
� CLAY
y� � 3 � 4
a c�Ar � FFE=3pp 62 304 �4 3�
t2" acP � 298.D + � � ��� � 3 3
(REC) � ' �
�1 � \`3�5� s � o 0
1ATCH BASIN 17 GRASS V � �
RIM=295.64 0
=291.41, 12"RCP � U �
� 3p5'3 3
, � /
' 299 � /FFE=300.64 / (
' 20' 10' 0 20'
SCALE: 1" =20'
THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS 269 BROADWAY CONTRACT No.: -
ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE MJ PROJ. No.: 987.04
DIRECTION OF A COMPARABLE E n g i n ee ri n g a n d G RAD I N G & D RAI NAG E
PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: JWE DATE: SEPTEMBER 2020
AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: JWE ��
ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE � La n d S u rvey i n g � P . C .
FOR A LANDSCAPE ARCHITECT, IS A P LAN
CHECKED BY: - �� ��
VIOLATION OF THE NEW YORK STATE a�,� C��
EDUCATION LAW AND/OR REGULATIONS 1533 Crescent Road - Clifton Park, NY 12065 PRIME HOLDINGS
AND IS A CLASS "A" MISDEMEANOR.
SEAL CITY OF SARATOGA NEW YORK
Appendix H
Pre-Development HydroCAD Model
Stormwater Pollution Prevention Plan
H-2
--��.
� 3L
BROADWAY
ZS
1L
(new Subcat) 4S
HAMILTON STREET
(new Subcat)
Subcat Reach on Llnk Routing Diagram for Existing Conditions
Prepared by{enter your company name here}, Printed 7/12/2021
"" HydroCADO 10.00-22 s/n 05594 02018 HydroCAD Software Solutions LLC
Existing Conditions
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.424 39 >75% Grass cover, Good, HSG A (2S)
0.435 98 Paved parking, HSG A (2S, 4S)
0.860 69 TOTAL AREA
Existing Conditions
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 3
Ground Covers (all nodes)
HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment
(acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers
0.424 0.000 0.000 0.000 0.000 0.424 >75% Grass cover, Good 2S
0.435 0.000 0.000 0.000 0.000 0.435 Paved parking 2S, 4S
0.860 0.000 0.000 0.000 0.000 0.860 TOTAL AREA
Existing Conditions Type 1124-hr 1-YR Rainfa11=2.18"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 4
Time span=0.00-60.00 hrs, dt=0.01 hrs, 6001 points x 3
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: (new Subcat) Runoff Area=36,408 sf 49.24% Impervious Runoff Depth=0.26"
Flow Length=292' Tc=7.4 min CN=68 Runoff=0.26 cfs 0.018 af
Subcatchment4S: (new Subcat) Runoff Area=1,036 sf 100.00% Impervious Runoff Depth=1.95"
Tc=6.0 min CN=98 Runoff=0.07 cfs 0.004 af
Link 1L: HAMILTONSTREET Inflow=0.26 cfs 0.018 af
Primary=0.26 cfs 0.018 af
Link 3L: BROADWAY Inflow=0.07 cfs 0.004 af
Primary=0.07 cfs 0.004 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.022 af Average Runoff Depth = 0.31"
49.36% Pervious = 0.424 ac 50.64% Impervious = 0.435 ac
Existing Conditions Type 1124-hr 1-YR Rainfa11=2.18"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 5
Summary for Subcatchment 2S: (new Subcat)
Runoff = 0.26 cfs @ 12.02 hrs, Volume= 0.018 af, Depth= 0.26"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-YR Rainfall=2.18"
Area (s� CN Description
17,926 98 Paved parking, HSG A
18,482 39 >75% Grass cover, Good, HSG A
36,408 68 Weighted Average
18,482 50.76% Pervious Area
17,926 49.24% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.1 100 0.0850 0.27 Sheet Flow,
Grass: Short n= 0.150 P2= 2.57"
1.3 192 0.0150 2.49 Shallow Concentrated Flow,
Paved Kv= 20.3 fps
7.4 292 Total
Summary for Subcatchment 4S: (new Subcat)
Runoff = 0.07 cfs @ 11.97 hrs, Volume= 0.004 af, Depth= 1.95"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-YR Rainfall=2.18"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Link 1 L: HAMILTON STREET
Inflow Area = 0.836 ac, 49.24% Impervious, Inflow Depth = 0.26" for 1-YR event
Inflow = 0.26 cfs @ 12.02 hrs, Volume= 0.018 af
Primary = 0.26 cfs @ 12.02 hrs, Volume= 0.018 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 1-YR Rainfa11=2.18"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 6
Summary for Link 3L: BROADWAY
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth = 1.95" for 1-YR event
Inflow = 0.07 cfs @ 11.97 hrs, Volume= 0.004 af
Primary = 0.07 cfs @ 11.97 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 10-YR Rainfa11=3.62"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 7
Time span=0.00-60.00 hrs, dt=0.01 hrs, 6001 points x 3
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: (new Subcat) Runoff Area=36,408 sf 49.24% Impervious Runoff Depth=0.97"
Flow Length=292' Tc=7.4 min CN=68 Runoff=1.33 cfs 0.068 af
Subcatchment4S: (new Subcat) Runoff Area=1,036 sf 100.00% Impervious Runoff Depth=3.39"
Tc=6.0 min CN=98 Runoff=0.12 cfs 0.007 af
Link 1L: HAMILTONSTREET Inflow=1.33 cfs 0.068 af
Primary=1.33 cfs 0.068 af
Link 3L: BROADWAY Inflow=0.12 cfs 0.007 af
Primary=0.12 cfs 0.007 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.074 af Average Runoff Depth = 1.04"
49.36% Pervious = 0.424 ac 50.64% Impervious = 0.435 ac
Existing Conditions Type 1124-hr 10-YR Rainfa11=3.62"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 8
Summary for Subcatchment 2S: (new Subcat)
Runoff = 1.33 cfs @ 12.00 hrs, Volume= 0.068 af, Depth= 0.97"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 10-YR Rainfall=3.62"
Area (s� CN Description
17,926 98 Paved parking, HSG A
18,482 39 >75% Grass cover, Good, HSG A
36,408 68 Weighted Average
18,482 50.76% Pervious Area
17,926 49.24% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.1 100 0.0850 0.27 Sheet Flow,
Grass: Short n= 0.150 P2= 2.57"
1.3 192 0.0150 2.49 Shallow Concentrated Flow,
Paved Kv= 20.3 fps
7.4 292 Total
Summary for Subcatchment 4S: (new Subcat)
Runoff = 0.12 cfs @ 11.97 hrs, Volume= 0.007 af, Depth= 3.39"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 10-YR Rainfall=3.62"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Link 1 L: HAMILTON STREET
Inflow Area = 0.836 ac, 49.24% Impervious, Inflow Depth = 0.97" for 10-YR event
Inflow = 1.33 cfs @ 12.00 hrs, Volume= 0.068 af
Primary = 1.33 cfs @ 12.00 hrs, Volume= 0.068 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 10-YR Rainfa11=3.62"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 9
Summary for Link 3L: BROADWAY
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth = 3.39" for 10-YR event
Inflow = 0.12 cfs @ 11.97 hrs, Volume= 0.007 af
Primary = 0.12 cfs @ 11.97 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 100-YR Rainfa11=5.93"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 10
Time span=0.00-60.00 hrs, dt=0.01 hrs, 6001 points x 3
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: (new Subcat) Runoff Area=36,408 sf 49.24% Impervious Runoff Depth=2.57"
Flow Length=292' Tc=7.4 min CN=68 Runoff=3.65 cfs 0.179 af
Subcatchment4S: (new Subcat) Runoff Area=1,036 sf 100.00% Impervious Runoff Depth=5.69"
Tc=6.0 min CN=98 Runoff=0.20 cfs 0.011 af
Link 1L: HAMILTONSTREET Inflow=3.65 cfs 0.179 af
Primary=3.65 cfs 0.179 af
Link 3L: BROADWAY Inflow=0.20 cfs 0.011 af
Primary=0.20 cfs 0.011 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.190 af Average Runoff Depth = 2.65"
49.36% Pervious = 0.424 ac 50.64% Impervious = 0.435 ac
Existing Conditions Type 1124-hr 100-YR Rainfa11=5.93"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 11
Summary for Subcatchment 2S: (new Subcat)
Runoff = 3.65 cfs @ 11.99 hrs, Volume= 0.179 af, Depth= 2.57"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 100-YR Rainfall=5.93"
Area (s� CN Description
17,926 98 Paved parking, HSG A
18,482 39 >75% Grass cover, Good, HSG A
36,408 68 Weighted Average
18,482 50.76% Pervious Area
17,926 49.24% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.1 100 0.0850 0.27 Sheet Flow,
Grass: Short n= 0.150 P2= 2.57"
1.3 192 0.0150 2.49 Shallow Concentrated Flow,
Paved Kv= 20.3 fps
7.4 292 Total
Summary for Subcatchment 4S: (new Subcat)
Runoff = 0.20 cfs @ 11.97 hrs, Volume= 0.011 af, Depth= 5.69"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Type II 24-hr 100-YR Rainfall=5.93"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Link 1 L: HAMILTON STREET
Inflow Area = 0.836 ac, 49.24% Impervious, Inflow Depth = 2.57" for 100-YR event
Inflow = 3.65 cfs @ 11.99 hrs, Volume= 0.179 af
Primary = 3.65 cfs @ 11.99 hrs, Volume= 0.179 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Existing Conditions Type 1124-hr 100-YR Rainfa11=5.93"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 12
Summary for Link 3L: BROADWAY
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth = 5.69" for 100-YR event
Inflow = 0.20 cfs @ 11.97 hrs, Volume= 0.011 af
Primary = 0.20 cfs @ 11.97 hrs, Volume= 0.011 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs
Appendix I
Post-Development Watershed Delineation Map
Stormwater Pollution Prevention Plan
I - 1
� �� � ` �� " � � �16" ' �' 291.2 + �
� 3 � � 1
I ' / LEGEND:
� � � �
�' ' � � SUBCATCHMENT
� ` � /�� /� / BOUNDARY
3 / I
I SUBCATCHMENT
� I � BOUNDARY
� � � �
� 3� 8" I � �, ' �, '�, ' �, ' �, GREEN ROOF
i` � � 3 � � I 1
/ \ `, I 291.4 + �
� SUBCATCHMENT
� TCH BASIN 6 I INDICATOR
/ � m M=291.81 I
/ h � V(A)=289.55, 12"RCP 2-STORY
c.� ONNECTION NOT EVIDENT I BRICK BUILDING
� � 3 (q) 1 7 SUBCATCHMENT LABEL
� �
-� c� c'6
�? STORM MH 5 I
(D) � RIM=292.35 �
s �e� SUMP=289.18 � CURVE
�' MAINTENANCE ACCESS � � CATCH BASIN 4 ACREAGE
-� FOR CATCH BASIN 6 � NUMBER
U RIM=291.41
� �" 3 � INV(A)=287.84, 12"HDPE CATCH BASIN 3
`'�2��.�� O INV(8)=287.97. 12"HDPE RIM=291.25
2, 16"RCP V � c� INV(A)=288.32, 12"HDPE
v'(B)=186.6'7. 12"HDPE � y � INV(8)=288.35, 12"HDPE
°NV(C)=286.93, 16"RCP
arn!_-rc.c�� ,s'�c.r+?r�.c
Sr F 1
� 3 � �\\ \ FE=292 8$ STORM MH 2
t� 3 Q \ \ 'ST(A) I IN'V(A)9288.41, 12"HDPE
� - - - -
� � t� � `B �B� INV(8)=288.70, 12"HDPE
a � � � , �, ` sT iNv(c)=2ss.s� spPvc
I �' -L ` \\� /� ��s <a `�
� ! , ! � � 292.0 T � SAN. MH 1
~� \\ � � � � ('B �B� � / iN�u(aj9zss.>>, s�Pvc
GPS 1 � - - � \ 'S � INU(B)=288.26, 6"PVC f
`547061.090 ` � �� (q)
� 882398.41€?
EL:293.�i' \ / C> I
�'�\ � � � � S� �
`°�_ - � 292.5 + ST _ _
'I , � � G �ST /�
W
� � ' .. .. . �9J / � / � � .. .. .
�� � ���"'��"' • �"'1 �� r � � ��BJ SS� R1M=�95.L�;
� � � c: `'>'�, � -_ \.r� a��'"1,A1 G- 9. � SS. � INV(A)=29f
��'� �- -f � '\,,,'r � � . G - - � -O � � � iR rsn�-o�.
�` �, � ���'3���� `����, �"'� � ���� � � � � eo� � GREEN ROOF 6250SF � �� � �
� 1 ����� ��► � � G � O J �
,r
i 3 � ,� Q G � � eatJ �
f � _�� �j ;', W �• � �` - ._ � B0 �� �� � � � � � 3
�
, ,. 3
� �. , ; a ���-�_� o , � \
� �� � .'� ; � v� v� v� v� �- �,,--�.. � � � � � - + 296.0
_._ �
....,F
� � � ` W W W W W W W ' ��'"'"` .,.,,,� .. � �� � .
,.
,
,�.;.a.,. _�,...... '�.., . ;. . , . V
J � 3 �. �. �. �. �. �. �. _
... .;�_ .�--°..... W p p �
� � 3 tia�- ! X,' ,- � _ _ 1 W W W W W �` / ' m U U r
�^� , , �f•'-- W W W W W W W W W �''.ri.�,:^-l�I�,, ' �3 3�
ke
� � � � s
� ° g kf `@ e s!� W W W �Y � W �Y W =. , C�N�RF� � -
� , ( � �Y �Y J� �Y �Y J� �Y �Y �Y �Y , � � ... JS/OE�.yq� i
TF: 294.�0 ) , W W s� W W W W W W W �aa -�,'=,.t� ��\ ��
INV IN:289.74 ( y y y � y y y y y �
\ 3
INV OUT: 289.64(CONTRACTOR �' ` �, �, �, �, �, �, �, �, �, �' TRqFFic �
TO VERIFY ) � ,���� � .v v� � v� v� v� v� p � DA-3 �� �� ocF
�� - ,
( \3 � W W W W W � W W W O.OZ 98 � � �' �..
�
i � W W : W W � .
;�� �'� � 3 \ �X-CUT IN
� � � � � � � � 1� � � � � �� �`� � � ��HYDRANT NHfY.�
DA-X = I � _
W W � W � � �, � � ,;
� sraiR 0.31 98 `� "
B a��
T�. � � W W W W V� W � W W W 'W W `,k�
, W W W V� W W W W V� W �
�. ����� �d �
� .v W W W W v� v� v� W W v v *; t.; GREEN ROOF SEE DETAIL
_,�;Kri �z i �' � � � , �- � v� v� v� v� v� v� v� v .v v� v� � v� � 1�C505
��E IN WEST- FACE �` � � � �
1TY POLE � ' � W W W W v� v ;��.6 v� W W v� �
� � � ST + . � � _�
��,�J.44, � � W W W W W W W W W W W W �
l� '_-�
��..�, �zw�,F �
� a� $T + ` �. V� W V� W- W W W W ,
� - '. .... � \
.........
� l� q � Sr � I �'...�� }i:. ' • W W V� W W W W W V� W ��� 1 . 5
m + ... ,� Q
, �'� ...
, . , f t j N � W W W W W W W � �
� � 4J
�. � t �,� <
� � � �.-. ST + r �`�yBl W W W W �� \ �
.
`�' � 3�o ST a ST ,.�; �� ., �, ,�, '� "
..
..�, ; �
3 �' `� '` r 154 LF OF 12" HDPE � ..-.::•...:: .. pA-4 '� O i �
`� � -.,. � 1.90� _� -_ � __,. I ... •:..,,: s 0.12 98 �
o .>, � '
,.__ ' M
� ... ' 1S 1S .... �
,...x, . �!
�
.
.. .
. �, .. �� 24, � ls �"•�•.c..:z.:,�'...;�. .� ,`� ,�� `;` STORMWATER PLANTERS (TYP. 5)
�;Y
,� � � J 47�W CB2 �'�"' •• ,; • , , � SEE DETAIL 2/C505
� `� � �, 3 4 TF:297.2 „ . � u
� 3 `' � � � INV IN292.74: 43 LF OF 12 HPDE �' " •• . y „ � �
� Q / + 296.4 �, t,j r
3 _--1 T:292.64 00.50%
� �a o �l� � � � # 37 LF OF 12" H D o� �' �? 3 �'
� / � � 00.509b �A-2 ,
a � ,:
� � � `� � � ' � / 297.3 + �, .._ 0.3� s2
� 3 �� � / �
w 3 � � �; � �� /� ' STORM DETENTION SYSTEM ♦,.�y,
� � SEE DETAILS 3, 4 & 5/C505 g»
� � / � -�� /�� ___
a
W ____ � � ,�� ,
:) .� �' �°, � /� �' + 298.4 �i �..
� o
r ��
� � �O h' � � � i � � / � � � ' S N � � �
, e �J �� � i � � � � � \ �
"' �3 � � � / �,� �oN I _ ' � �
� S /� � � � �� eTE SIOFW K ' .,�
\ 3 3
/ � / _ _ // � � -.M..� /
�
i ���
- / v �3 ` I4t �/� �/ i� / � - - /1 � � �'
M � / s
� ; _. � � ,
,_. �
� c�ar � � � � FF /// _ -
�c�ar ,`_ / / ,� / E=3pp 62 ���` �_
12" ACP � � � 298.� } / � �
/
(REc) � � / _ � � 3 � 3
o �
0
%1 � `� / � � �° �°
1ATCH BASIN 17 � / " � �
RIM=295.64 /
=291.41, 12"RCP � �I � �/ /
, I � � 3 3
, �/ � �/ � � /
� � � 299 � /FFE=300.64 / � l
� 20' 10' 0 20'
SCALE: 1" =20'
THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS 269 BROADWAY CONTRACT No.: -
ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE MJ PROJ. No.: 987.04
DIRECTION OF A COMPARABLE E n g i n ee ri n g a n d
PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: �WE � P RO P OS E D WAT E RS H E D DATE: SEPTEMBER 2020
AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: �WE �. La n d S u rvey i n g � P . C .
ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE
FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: - a ' �� ��
VIOLATION OF THE NEW YORK STATE �,� ����
EDUCATION LAW AND/OR REGULATIONS 1533 Crescent Road - Clifton Park, NY 12065 PRIME HOLDINGS
AND IS A CLASS "A" MISDEMEANOR.
SEAL CITY OF SARATOGA NEW YORK
Appendix I
Post-Development HydroCAD Model
Stormwater Pollution Prevention Plan
I -2
9S
Rest of Bui ing
$S
10S
6th oor Terrace
Green oof
12P —��.�"
3S ��
14P Terrace St rmwater
Plan rs Broadway
Broadway
Green Roof with 8
Dome Grate
Y6L � Ce
9P 35P
Hamilton Stre
CBZ UNDERGROUND
DETENTION
ZS
Hamilton Street
Subcat Reach on Llnk Routing Diagram for Proposed Green Roof
Prepared by{enter your company name here}, Printed 7/12/2021
"" HydroCADO 10.00-22 s/n 05594 02018 HydroCAD Software Solutions LLC
Proposed Green Roof
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.142 39 >75% Grass cover, Good, HSG A (2S)
0.143 61 >75% Grass cover, Good, HSG B (10S)
0.196 98 Paved parking, HSG A (2S, 3S)
0.378 98 Roofs, HSG A (8S, 9S, 10S)
0.860 82 TOTAL AREA
Proposed Green Roof
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 3
Ground Covers (all nodes)
HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment
(acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers
0.142 0.143 0.000 0.000 0.000 0.286 >75% Grass cover, Good 2S, 10S
0.196 0.000 0.000 0.000 0.000 0.196 Paved parking 2S, 3S
0.378 0.000 0.000 0.000 0.000 0.378 Roofs 8S, 9S,
10S
0.716 0.143 0.000 0.000 0.000 0.860 TOTAL AREA
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 4
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: Hamilton Street Runoff Area=13,706 sf 54.75% Impervious Runoff Depth>0.32"
Tc=6.0 min CN=71 Runoff=0.17 cfs 0.008 af
Subcatchment3S: Broadway RunoffArea=1,036 sf 100.00% Impervious Runoff Depth>1.87"
Tc=6.0 min CN=98 Runoff=0.07 cfs 0.004 af
Subcatchment8S: 6th FloorTerrace RunoffArea=5,185 sf 100.00% Impervious Runoff Depth>1.87"
Tc=6.0 min CN=98 Runoff=0.36 cfs 0.019 af
Subcatchment9S: Rest of Building Runoff Area=3,847 sf 100.00% Impervious Runoff Depth>1.87"
Tc=0.0 min CN=98 Runoff=0.31 cfs 0.014 af
Subcatchment10S: Green Roof RunoffArea=13,670 sf 54.30% Impervious Runoff Depth>0.69"
Tc=6.0 min CN=81 Runoff=0.41 cfs 0.018 af
Pond 9P: CB2 Peak Elev=292.75' Inflow=0.02 cfs 0.009 af
12.0" Round Culvert n=0.013 L=154.5' S=0.0190 '/' Outflow=0.02 cfs 0.009 af
Pond 12P: TerraceStormwaterPlanters Peak EIev=300.56' Storage=424 cf Inflow=0.60 cfs 0.032 af
Outflow=0.51 cfs 0.026 af
Pond 14P: Green Roof with 8" Dome Grate Peak Elev=357.46' Storage=784 cf Inflow=0.41 cfs 0.018 af
Outflow=0.00 cfs 0.000 af
Pond 35P: UNDERGROUNDDETENTION Peak EIev=293.07' Storage=813 cf Inflow=0.51 cfs 0.026 af
12.0" Round Culvert n=0.013 L=43.0' S=0.0049 '/' Outflow=0.02 cfs 0.009 af
Link 6L: Hamilton Street Inflow=0.17 cfs 0.018 af
Primary=0.17 cfs 0.018 af
Link 7L: Broadway Inflow=0.07 cfs 0.004 af
Primary=0.07 cfs 0.004 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.062 af Average Runoff Depth = 0.87"
33.25% Pervious = 0.286 ac 66.75% Impervious = 0.574 ac
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 5
Summary for Subcatchment 2S: Hamilton Street
Runoff = 0.17 cfs @ 11.99 hrs, Volume= 0.008 af, Depth> 0.32"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
7,504 98 Paved parking, HSG A
6,202 39 >75% Grass cover, Good, HSG A
13,706 71 Weighted Average
6,202 45.25% Pervious Area
7,504 54.75% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, min Tc
Summary for Subcatchment 3S: Broadway
Runoff = 0.07 cfs @ 11.96 hrs, Volume= 0.004 af, Depth> 1.87"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, MIN TC 6.0
Summary for Subcatchment 8S: 6th Floor Terrace
Runoff = 0.36 cfs @ 11.96 hrs, Volume= 0.019 af, Depth> 1.87"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
5,185 98 Roofs, HSG A
5,185 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 6
Summary for Subcatchment 9S: Rest of Building
Runoff = 0.31 cfs @ 11.89 hrs, Volume= 0.014 af, Depth> 1.87"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
3,847 98 Roofs, HSG A
3,847 100.00% Impervious Area
Summary for Subcatchment 10S: Green Roof
Runoff = 0.41 cfs @ 11.98 hrs, Volume= 0.018 af, Depth> 0.69"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1year Rainfall=2.24"
Area (s� CN Description
6,247 61 >75% Grass cover, Good, HSG B
7,423 98 Roofs, HSG A
13,670 81 Weighted Average
6,247 45.70% Pervious Area
7,423 54.30% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Summary for Pond 9P: CB2
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 0.21" for 1year event
Inflow = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af
Outflow = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af, Atten= 0%, Lag= 0.0 min
Primary = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 292.75'@ 13.50 hrs
Flood Elev= 298.00'
Device Routing Invert Outlet Devices
#1 Primary 292.67' 12.0" Round Culvert
L= 154.5' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.67'/289.74' S= 0.0190 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.02 cfs @ 13.50 hrs HW=292.75' TW=0.00' (Dynamic Tailwater)
L1=Culvert (Inlet Controls 0.02 cfs @ 0.77 fps)
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 7
Summary for Pond 12P: Terrace Stormwater Planters
Inflow Area = 0.207 ac,100.00% Impervious, Inflow Depth > 1.87" for 1year event
Inflow = 0.60 cfs @ 11.91 hrs, Volume= 0.032 af
Outflow = 0.51 cfs @ 11.97 hrs, Volume= 0.026 af, Atten= 15%, Lag= 3.4 min
Primary = 0.51 cfs @ 11.97 hrs, Volume= 0.026 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 300.56'@ 11.97 hrs Surf.Area= 728 sf Storage= 424 cf
Flood Elev= 301.00' Surf.Area= 728 sf Storage= 1,711 cf
Plug-Flow detention time=97.9 min calculated for 0.026 af(81% of inflow)
Center-of-Mass det. time=46.5 min ( 781.7 - 735.2 )
Volume Invert Avail.Storage Storage Description
#1 300.50' 1,455 cf 3.00'W x 194.00'L x 0.50'H 6" Pondingx 5 -Impervious
#2 299.00' 109 cf 3.00'W x 24.25'L x 1.50'H Soil Mediax 5
546 cf Overall x 20.0% Voids
#3 298.00' 146 cf 3.00'W x 24.25'L x 1.00'H Gravel layerx 5
364 cf Overall x 40.0% Voids
#4 298.00' 1 cf 6.0" Round Pipe Storagex 5 -Impervious
L= 1.5'
1,711 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 293.00' 6.0" Round Culvert
L= 6.9' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 293.00'/292.97' S= 0.0043 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf
#2 Device 1 299.00' 0.250 in/hr Exfiltration Thru Media over SurFace area above 299.00'
Conductivity to Groundwater Elevation = 220.00'
Excluded Surface area = 728 sf
#3 Device 2 298.00' 240.000 in/hr Exfiltration Thru Gravel over SurFace area
Conductivity to Groundwater Elevation = 220.00'
#4 Device 1 300.50' 8" Nyloplast Dome X 5.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.080 0.220 0.390 0.450 0.450 0.500 0.580
0.630 0.670 0.700 0.740 0.760 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.49 cfs @ 11.97 hrs HW=300.56' TW=292.54' (Dynamic Tailwater)
L1=Culvert (Passes 0.49 cfs of 2.02 cfs potential flow)
2=Exfiltration Thru Media( Controls 0.00 cfs)
L3=Exfiltration Thru Gravel (Passes 0.00 cfs of 4.15 cfs potential flow)
4=8" Nyloplast Dome (Custom Controls 0.49 cfs)
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 8
Summary for Pond 14P: Green Roof with 8" Dome Grate
Inflow Area = 0.314 ac, 54.30% Impervious, Inflow Depth > 0.69" for 1year event
Inflow = 0.41 cfs @ 11.98 hrs, Volume= 0.018 af
Outflow = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min
Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 357.46'@ 20.00 hrs Surf.Area= 0 sf Storage= 784 cf
Flood Elev= 358.20' Surf.Area= 6,248 sf Storage= 2,937 cf
Plug-Flow detention time=(not calculated: initial storage exceeds outflow)
Center-of-Mass det. time= (not calculated: no outflow)
Volume Invert Avail.Storage Storage Description
#1 358.00' 1,250 cf 11.00'W x 568.00'L x 0.20'H Pondinglmpervious
#2 357.50' 625 cf 568.00'W x 11.00'L x 0.50'H Soil Media
3,124 cf Overall x 20.0% Voids
#3 357.33' 1,062 cf 11.00'W x 568.00'L x 0.17'H Drainage Laye�lmpervious
2,937 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 294.25' 12.0" Round Culvert
L= 7.8' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 294.25'/294.17' S= 0.0103 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
#2 Device 1 357.50' 0.500 in/hr Exfiltration over SurFace area above 357.50'
Conductivity to Groundwater Elevation = 300.00'
Excluded Surface area = 6,248 sf
#3 Device 1 358.00' 8" Dome Grate X 6.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.800 0.220 0.390 0.450 0.500 0.540 0.580
0.610 0.680 0.700 0.740 0.780 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=357.33' TW=292.00' (Dynamic Tailwater)
L1=Culvert (Passes 0.00 cfs of 23.62 cfs potential flow)
�2=Exfiltration ( Controls 0.00 cfs)
3=8" Dome Grate ( Controls 0.00 cfs)
Summary for Pond 35P: UNDERGROUND DETENTION
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 0.61" for 1year event
Inflow = 0.51 cfs @ 11.97 hrs, Volume= 0.026 af
Outflow = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af, Atten= 95%, Lag= 91.7 min
Primary = 0.02 cfs @ 13.50 hrs, Volume= 0.009 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 1 year Rainfa11=2.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 9
Peak Elev= 293.07'@ 13.50 hrs Surf.Area= 1,711 sf Storage= 813 cf
Flood Elev= 296.00' Surf.Area= 1,711 sf Storage= 4,064 cf
Plug-Flow detention time=224.7 min calculated for 0.009 af(35% of inflow)
Center-of-Mass det. time= 151.6 min ( 933.3 - 781.7 )
Volume Invert Avail.Storage Storage Description
#1 292.98' 2,278 cf Contech ChamberMaxx 2016x 48 Inside#2
Inside= 49.6"W x 25.2"H => 6.63 sf x 7.12'L = 47.2 cf
Outside= 49.6"W x 30.0"H => 6.92 sf x 7.12'L = 49.3 cf
Row Length Adjustment= +0.32' x 6.63 sf x 6 rows
#2 292.00' 1,787 cf 29.00'W x 59.00'L x 4.00'H Stone Bed
6,844 cf Overall - 2,377 cf Embedded= 4,467 cf x 40.0% Voids
4,064 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 292.98' 12.0" Round Culvert
L= 43.0' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.98'/292.77' S= 0.0049 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.02 cfs @ 13.50 hrs HW=293.07' TW=292.75' (Dynamic Tailwater)
L1=Culvert (Barrel Controls 0.02 cfs @ 0.99 fps)
Summary for Link 6L: Hamilton Street
Inflow Area = 0.836 ac, 65.81% Impervious, Inflow Depth > 0.25" for 1year event
Inflow = 0.17 cfs @ 11.99 hrs, Volume= 0.018 af
Primary = 0.17 cfs @ 11.99 hrs, Volume= 0.018 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Summary for Link 7L: Broadway
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth > 1.87" for 1year event
Inflow = 0.07 cfs @ 11.96 hrs, Volume= 0.004 af
Primary = 0.07 cfs @ 11.96 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 10
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: Hamilton Street Runoff Area=13,706 sf 54.75% Impervious Runoff Depth>1.09"
Tc=6.0 min CN=71 Runoff=0.66 cfs 0.029 af
Subcatchment3S: Broadway Runoff Area=1,036 sf 100.00% Impervious Runoff Depth>3.22"
Tc=6.0 min CN=98 Runoff=0.12 cfs 0.006 af
Subcatchment8S: 6th FloorTerrace RunoffArea=5,185 sf 100.00% Impervious Runoff Depth>3.22"
Tc=6.0 min CN=98 Runoff=0.61 cfs 0.032 af
Subcatchment9S: Rest of Building Runoff Area=3,847 sf 100.00% Impervious Runoff Depth>3.22"
Tc=0.0 min CN=98 Runoff=0.53 cfs 0.024 af
Subcatchment10S: Green Roof RunoffArea=13,670 sf 54.30% Impervious Runoff Depth>1.75"
Tc=6.0 min CN=81 Runoff=1.02 cfs 0.046 af
Pond 9P: CB2 Peak Elev=292.97' Inflow=0.29 cfs 0.038 af
12.0" Round Culvert n=0.013 L=154.5' S=0.0190 '/' Outflow=0.29 cfs 0.038 af
Pond 12P: TerraceStormwaterPlanters Peak EIev=300.59' Storage=504 cf Inflow=1.01 cfs 0.056 af
Outflow=0.89 cfs 0.050 af
Pond 14P: Green Roof with 8" Dome Grate Peak EIev=358.00' Storage=1,689 cf Inflow=1.02 cfs 0.046 af
Outflow=0.03 cfs 0.007 af
Pond 35P: UNDERGROUNDDETENTION Peak EIev=293.30' Storage=1,156 cf Inflow=0.89 cfs 0.057 af
12.0" Round Culvert n=0.013 L=43.0' S=0.0049 '/' Outflow=0.29 cfs 0.038 af
Link 6L: Hamilton Street Inflow=0.75 cfs 0.067 af
Primary=0.75 cfs 0.067 af
Link 7L: Broadway Inflow=0.12 cfs 0.006 af
Primary=0.12 cfs 0.006 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.136 af Average Runoff Depth = 1.91"
33.25% Pervious = 0.286 ac 66.75% Impervious = 0.574 ac
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 11
Summary for Subcatchment 2S: Hamilton Street
Runoff = 0.66 cfs @ 11.98 hrs, Volume= 0.029 af, Depth> 1.09"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
7,504 98 Paved parking, HSG A
6,202 39 >75% Grass cover, Good, HSG A
13,706 71 Weighted Average
6,202 45.25% Pervious Area
7,504 54.75% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, min Tc
Summary for Subcatchment 3S: Broadway
Runoff = 0.12 cfs @ 11.96 hrs, Volume= 0.006 af, Depth> 3.22"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, MIN TC 6.0
Summary for Subcatchment 8S: 6th Floor Terrace
Runoff = 0.61 cfs @ 11.96 hrs, Volume= 0.032 af, Depth> 3.22"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
5,185 98 Roofs, HSG A
5,185 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 12
Summary for Subcatchment 9S: Rest of Building
Runoff = 0.53 cfs @ 11.89 hrs, Volume= 0.024 af, Depth> 3.22"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
3,847 98 Roofs, HSG A
3,847 100.00% Impervious Area
Summary for Subcatchment 10S: Green Roof
Runoff = 1.02 cfs @ 11.97 hrs, Volume= 0.046 af, Depth> 1.75"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10year Rainfall=3.73"
Area (s� CN Description
6,247 61 >75% Grass cover, Good, HSG B
7,423 98 Roofs, HSG A
13,670 81 Weighted Average
6,247 45.70% Pervious Area
7,423 54.30% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Summary for Pond 9P: CB2
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 0.87" for 10year event
Inflow = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af
Outflow = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af, Atten= 0%, Lag= 0.0 min
Primary = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 292.97'@ 12.18 hrs
Flood Elev= 298.00'
Device Routing Invert Outlet Devices
#1 Primary 292.67' 12.0" Round Culvert
L= 154.5' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.67'/289.74' S= 0.0190 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.29 cfs @ 12.18 hrs HW=292.97' TW=0.00' (Dynamic Tailwater)
L1=Culvert (Inlet Controls 0.29 cfs @ 1.47 fps)
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 13
Summary for Pond 12P: Terrace Stormwater Planters
Inflow Area = 0.207 ac,100.00% Impervious, Inflow Depth > 3.22" for 10year event
Inflow = 1.01 cfs @ 11.91 hrs, Volume= 0.056 af
Outflow = 0.89 cfs @ 11.96 hrs, Volume= 0.050 af, Atten= 12%, Lag= 2.9 min
Primary = 0.89 cfs @ 11.96 hrs, Volume= 0.050 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 300.59'@ 11.96 hrs Surf.Area= 728 sf Storage= 504 cf
Flood Elev= 301.00' Surf.Area= 728 sf Storage= 1,711 cf
Plug-Flow detention time=73.1 min calculated for 0.050 af(89% of inflow)
Center-of-Mass det. time= 36.4 min ( 766.5 - 730.1 )
Volume Invert Avail.Storage Storage Description
#1 300.50' 1,455 cf 3.00'W x 194.00'L x 0.50'H 6" Pondingx 5 -Impervious
#2 299.00' 109 cf 3.00'W x 24.25'L x 1.50'H Soil Mediax 5
546 cf Overall x 20.0% Voids
#3 298.00' 146 cf 3.00'W x 24.25'L x 1.00'H Gravel layerx 5
364 cf Overall x 40.0% Voids
#4 298.00' 1 cf 6.0" Round Pipe Storagex 5 -Impervious
L= 1.5'
1,711 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 293.00' 6.0" Round Culvert
L= 6.9' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 293.00'/292.97' S= 0.0043 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf
#2 Device 1 299.00' 0.250 in/hr Exfiltration Thru Media over SurFace area above 299.00'
Conductivity to Groundwater Elevation = 220.00'
Excluded Surface area = 728 sf
#3 Device 2 298.00' 240.000 in/hr Exfiltration Thru Gravel over SurFace area
Conductivity to Groundwater Elevation = 220.00'
#4 Device 1 300.50' 8" Nyloplast Dome X 5.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.080 0.220 0.390 0.450 0.450 0.500 0.580
0.630 0.670 0.700 0.740 0.760 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.88 cfs @ 11.96 hrs HW=300.58' TW=293.10' (Dynamic Tailwater)
L1=Culvert (Passes 0.88 cfs of 2.02 cfs potential flow)
2=Exfiltration Thru Media( Controls 0.00 cfs)
L3=Exfiltration Thru Gravel (Passes 0.00 cfs of 4.15 cfs potential flow)
4=8" Nyloplast Dome (Custom Controls 0.88 cfs)
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 14
Summary for Pond 14P: Green Roof with 8" Dome Grate
Inflow Area = 0.314 ac, 54.30% Impervious, Inflow Depth > 1.75" for 10year event
Inflow = 1.02 cfs @ 11.97 hrs, Volume= 0.046 af
Outflow = 0.03 cfs @ 15.47 hrs, Volume= 0.007 af, Atten= 97%, Lag= 209.7 min
Primary = 0.03 cfs @ 15.47 hrs, Volume= 0.007 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 358.00'@ 15.45 hrs Surf.Area= 6,248 sf Storage= 1,689 cf
Flood Elev= 358.20' Surf.Area= 6,248 sf Storage= 2,937 cf
Plug-Flow detention time=366.1 min calculated for 0.007 af(15% of inflow)
Center-of-Mass det. time=261.1 min ( 1,048.1 - 786.9 )
Volume Invert Avail.Storage Storage Description
#1 358.00' 1,250 cf 11.00'W x 568.00'L x 0.20'H Pondinglmpervious
#2 357.50' 625 cf 568.00'W x 11.00'L x 0.50'H Soil Media
3,124 cf Overall x 20.0% Voids
#3 357.33' 1,062 cf 11.00'W x 568.00'L x 0.17'H Drainage Laye�lmpervious
2,937 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 294.25' 12.0" Round Culvert
L= 7.8' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 294.25'/294.17' S= 0.0103 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
#2 Device 1 357.50' 0.500 in/hr Exfiltration over SurFace area above 357.50'
Conductivity to Groundwater Elevation = 300.00'
Excluded Surface area = 6,248 sf
#3 Device 1 358.00' 8" Dome Grate X 6.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.800 0.220 0.390 0.450 0.500 0.540 0.580
0.610 0.680 0.700 0.740 0.780 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=0.03 cfs @ 15.47 hrs HW=358.00' TW=293.08' (Dynamic Tailwater)
L1=Culvert (Passes 0.03 cfs of 23.74 cfs potential flow)
�2=Exfiltration ( Controls 0.00 cfs)
3=8" Dome Grate (Custom Controls 0.03 cfs)
Summary for Pond 35P: UNDERGROUND DETENTION
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 1.31" for 10year event
Inflow = 0.89 cfs @ 11.96 hrs, Volume= 0.057 af
Outflow = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af, Atten= 67%, Lag= 13.5 min
Primary = 0.29 cfs @ 12.18 hrs, Volume= 0.038 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 10year Rainfa11=3.73"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 15
Peak Elev= 293.30'@ 12.18 hrs Surf.Area= 1,711 sf Storage= 1,156 cf
Flood Elev= 296.00' Surf.Area= 1,711 sf Storage= 4,064 cf
Plug-Flow detention time= 159.7 min calculated for 0.038 af(67% of inflow)
Center-of-Mass det. time= 71.1 min ( 872.1 - 801.0 )
Volume Invert Avail.Storage Storage Description
#1 292.98' 2,278 cf Contech ChamberMaxx 2016x 48 Inside#2
Inside= 49.6"W x 25.2"H => 6.63 sf x 7.12'L = 47.2 cf
Outside= 49.6"W x 30.0"H => 6.92 sf x 7.12'L = 49.3 cf
Row Length Adjustment= +0.32' x 6.63 sf x 6 rows
#2 292.00' 1,787 cf 29.00'W x 59.00'L x 4.00'H Stone Bed
6,844 cf Overall - 2,377 cf Embedded= 4,467 cf x 40.0% Voids
4,064 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 292.98' 12.0" Round Culvert
L= 43.0' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.98'/292.77' S= 0.0049 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=0.29 cfs @ 12.18 hrs HW=293.30' TW=292.97' (Dynamic Tailwater)
L1=Culvert (Barrel Controls 0.29 cfs @ 1.98 fps)
Summary for Link 6L: Hamilton Street
Inflow Area = 0.836 ac, 65.81% Impervious, Inflow Depth > 0.96" for 10year event
Inflow = 0.75 cfs @ 12.00 hrs, Volume= 0.067 af
Primary = 0.75 cfs @ 12.00 hrs, Volume= 0.067 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Summary for Link 7L: Broadway
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth > 3.22" for 10year event
Inflow = 0.12 cfs @ 11.96 hrs, Volume= 0.006 af
Primary = 0.12 cfs @ 11.96 hrs, Volume= 0.006 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 16
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: Hamilton Street Runoff Area=13,706 sf 54.75% Impervious Runoff Depth>2.85"
Tc=6.0 min CN=71 Runoff=1.68 cfs 0.075 af
Subcatchment3S: Broadway Runoff Area=1,036 sf 100.00% Impervious Runoff Depth>5.48"
Tc=6.0 min CN=98 Runoff=0.21 cfs 0.011 af
Subcatchment8S: 6th FloorTerrace RunoffArea=5,185 sf 100.00% Impervious Runoff Depth>5.48"
Tc=6.0 min CN=98 Runoff=1.03 cfs 0.054 af
Subcatchment9S: Rest of Building Runoff Area=3,847 sf 100.00% Impervious Runoff Depth>5.48"
Tc=0.0 min CN=98 Runoff=0.88 cfs 0.040 af
Subcatchment10S: Green Roof RunoffArea=13,670 sf 54.30% Impervious Runoff Depth>3.82"
Tc=6.0 min CN=81 Runoff=2.16 cfs 0.100 af
Pond 9P: CB2 Peak Elev=293.55' Inflow=1.85 cfs 0.130 af
12.0" Round Culvert n=0.013 L=154.5' S=0.0190 '/' Outflow=1.85 cfs 0.130 af
Pond 12P: TerraceStormwaterPlanters Peak EIev=300.63' Storage=623 cf Inflow=1.70 cfs 0.095 af
Outflow=1.54 cfs 0.089 af
Pond 14P: Green Roof with 8" Dome Grate Peak EIev=358.02' Storage=1,831 cf Inflow=2.16 cfs 0.100 af
Outflow=2.33 cfs 0.061 af
Pond 35P: UNDERGROUNDDETENTION Peak Elev=293.95' Storage=2,078 cf Inflow=3.67 cfs 0.150 af
12.0" Round Culvert n=0.013 L=43.0' S=0.0049 '/' Outflow=1.85 cfs 0.130 af
Link 6L: Hamilton Street Inflow=2.89 cfs 0.205 af
Primary=2.89 cfs 0.205 af
Link 7L: Broadway Inflow=0.21 cfs 0.011 af
Primary=0.21 cfs 0.011 af
Total Runoff Area = 0.860 ac Runoff Volume = 0.280 af Average Runoff Depth = 3.91"
33.25% Pervious = 0.286 ac 66.75% Impervious = 0.574 ac
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 17
Summary for Subcatchment 2S: Hamilton Street
Runoff = 1.68 cfs @ 11.97 hrs, Volume= 0.075 af, Depth> 2.85"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
7,504 98 Paved parking, HSG A
6,202 39 >75% Grass cover, Good, HSG A
13,706 71 Weighted Average
6,202 45.25% Pervious Area
7,504 54.75% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, min Tc
Summary for Subcatchment 3S: Broadway
Runoff = 0.21 cfs @ 11.96 hrs, Volume= 0.011 af, Depth> 5.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
1,036 98 Paved parking, HSG A
1,036 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, MIN TC 6.0
Summary for Subcatchment 8S: 6th Floor Terrace
Runoff = 1.03 cfs @ 11.96 hrs, Volume= 0.054 af, Depth> 5.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
5,185 98 Roofs, HSG A
5,185 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 18
Summary for Subcatchment 9S: Rest of Building
Runoff = 0.88 cfs @ 11.89 hrs, Volume= 0.040 af, Depth> 5.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
3,847 98 Roofs, HSG A
3,847 100.00% Impervious Area
Summary for Subcatchment 10S: Green Roof
Runoff = 2.16 cfs @ 11.97 hrs, Volume= 0.100 af, Depth> 3.82"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100year Rainfall=6.24"
Area (s� CN Description
6,247 61 >75% Grass cover, Good, HSG B
7,423 98 Roofs, HSG A
13,670 81 Weighted Average
6,247 45.70% Pervious Area
7,423 54.30% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry, Min TC
Summary for Pond 9P: CB2
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 3.00" for 100year event
Inflow = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af
Outflow = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af, Atten= 0%, Lag= 0.0 min
Primary = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 293.55'@ 12.08 hrs
Flood Elev= 298.00'
Device Routing Invert Outlet Devices
#1 Primary 292.67' 12.0" Round Culvert
L= 154.5' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.67'/289.74' S= 0.0190 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=1.82 cfs @ 12.08 hrs HW=293.54' TW=0.00' (Dynamic Tailwater)
L1=Culvert (Inlet Controls 1.82 cfs @ 2.51 fps)
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 19
Summary for Pond 12P: Terrace Stormwater Planters
Inflow Area = 0.207 ac,100.00% Impervious, Inflow Depth > 5.48" for 100year event
Inflow = 1.70 cfs @ 11.91 hrs, Volume= 0.095 af
Outflow = 1.54 cfs @ 11.95 hrs, Volume= 0.089 af, Atten= 9%, Lag= 2.6 min
Primary = 1.54 cfs @ 11.95 hrs, Volume= 0.089 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 300.63'@ 11.95 hrs Surf.Area= 728 sf Storage= 623 cf
Flood Elev= 301.00' Surf.Area= 728 sf Storage= 1,711 cf
Plug-Flow detention time=51.1 min calculated for 0.088 af(93% of inflow)
Center-of-Mass det. time=26.4 min ( 753.6 - 727.2 )
Volume Invert Avail.Storage Storage Description
#1 300.50' 1,455 cf 3.00'W x 194.00'L x 0.50'H 6" Pondingx 5 -Impervious
#2 299.00' 109 cf 3.00'W x 24.25'L x 1.50'H Soil Mediax 5
546 cf Overall x 20.0% Voids
#3 298.00' 146 cf 3.00'W x 24.25'L x 1.00'H Gravel layerx 5
364 cf Overall x 40.0% Voids
#4 298.00' 1 cf 6.0" Round Pipe Storagex 5 -Impervious
L= 1.5'
1,711 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 293.00' 6.0" Round Culvert
L= 6.9' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 293.00'/292.97' S= 0.0043 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.20 sf
#2 Device 1 299.00' 0.250 in/hr Exfiltration Thru Media over SurFace area above 299.00'
Conductivity to Groundwater Elevation = 220.00'
Excluded Surface area = 728 sf
#3 Device 2 298.00' 240.000 in/hr Exfiltration Thru Gravel over SurFace area
Conductivity to Groundwater Elevation = 220.00'
#4 Device 1 300.50' 8" Nyloplast Dome X 5.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.080 0.220 0.390 0.450 0.450 0.500 0.580
0.630 0.670 0.700 0.740 0.760 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=1.54 cfs @ 11.95 hrs HW=300.63' TW=293.50' (Dynamic Tailwater)
L1=Culvert (Passes 1.54 cfs of 1.99 cfs potential flow)
2=Exfiltration Thru Media( Controls 0.00 cfs)
L3=Exfiltration Thru Gravel (Passes 0.00 cfs of 4.15 cfs potential flow)
4=8" Nyloplast Dome (Custom Controls 1.54 cfs)
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 20
Summary for Pond 14P: Green Roof with 8" Dome Grate
Inflow Area = 0.314 ac, 54.30% Impervious, Inflow Depth > 3.82" for 100year event
Inflow = 2.16 cfs @ 11.97 hrs, Volume= 0.100 af
Outflow = 2.33 cfs @ 12.01 hrs, Volume= 0.061 af, Atten= 0%, Lag= 2.8 min
Primary = 2.33 cfs @ 12.01 hrs, Volume= 0.061 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 358.02'@ 12.00 hrs Surf.Area= 6,248 sf Storage= 1,831 cf
Flood Elev= 358.20' Surf.Area= 6,248 sf Storage= 2,937 cf
Plug-Flow detention time= 126.7 min calculated for 0.061 af(61% of inflow)
Center-of-Mass det. time= 55.9 min ( 825.5 - 769.5 )
Volume Invert Avail.Storage Storage Description
#1 358.00' 1,250 cf 11.00'W x 568.00'L x 0.20'H Pondinglmpervious
#2 357.50' 625 cf 568.00'W x 11.00'L x 0.50'H Soil Media
3,124 cf Overall x 20.0% Voids
#3 357.33' 1,062 cf 11.00'W x 568.00'L x 0.17'H Drainage Laye�lmpervious
2,937 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 294.25' 12.0" Round Culvert
L= 7.8' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 294.25'/294.17' S= 0.0103 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
#2 Device 1 357.50' 0.500 in/hr Exfiltration over SurFace area above 357.50'
Conductivity to Groundwater Elevation = 300.00'
Excluded Surface area = 6,248 sf
#3 Device 1 358.00' 8" Dome Grate X 6.00
Head (feet) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00
Disch. (cfs) 0.000 0.800 0.220 0.390 0.450 0.500 0.540 0.580
0.610 0.680 0.700 0.740 0.780 0.800 0.840 0.860 0.890 0.920
0.950 0.980 1.000
Primary OutFlow Max=2.04 cfs @ 12.01 hrs HW=358.02' TW=293.76' (Dynamic Tailwater)
L1=Culvert (Passes 2.04 cfs of 23.75 cfs potential flow)
�2=Exfiltration ( Controls 0.00 cfs)
3=8" Dome Grate (Custom Controls 2.04 cfs)
Summary for Pond 35P: UNDERGROUND DETENTION
Inflow Area = 0.521 ac, 72.48% Impervious, Inflow Depth > 3.45" for 100year event
Inflow = 3.67 cfs @ 12.01 hrs, Volume= 0.150 af
Outflow = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af, Atten= 49%, Lag= 4.3 min
Primary = 1.85 cfs @ 12.08 hrs, Volume= 0.130 af
Routing by Dyn-Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Proposed Green Roof Type 1124-hr 100year Rainfa11=6.24"
Prepared by {enter your company name here} Printed 7/12/2021
HydroCAD� 10.00-22 s/n 05594 O 2018 HydroCAD Software Solutions LLC Paqe 21
Peak Elev= 293.95'@ 12.10 hrs Surf.Area= 1,711 sf Storage= 2,078 cf
Flood Elev= 296.00' Surf.Area= 1,711 sf Storage= 4,064 cf
Plug-Flow detention time=78.3 min calculated for 0.130 af(87% of inflow)
Center-of-Mass det. time= 35.8 min ( 818.8 - 782.9 )
Volume Invert Avail.Storage Storage Description
#1 292.98' 2,278 cf Contech ChamberMaxx 2016x 48 Inside#2
Inside= 49.6"W x 25.2"H => 6.63 sf x 7.12'L = 47.2 cf
Outside= 49.6"W x 30.0"H => 6.92 sf x 7.12'L = 49.3 cf
Row Length Adjustment= +0.32' x 6.63 sf x 6 rows
#2 292.00' 1,787 cf 29.00'W x 59.00'L x 4.00'H Stone Bed
6,844 cf Overall - 2,377 cf Embedded= 4,467 cf x 40.0% Voids
4,064 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 292.98' 12.0" Round Culvert
L= 43.0' CPP, projecting, no headwall, Ke= 0.900
Inlet/ Outlet Invert= 292.98'/292.77' S= 0.0049 '/' Cc= 0.900
n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf
Primary OutFlow Max=1.75 cfs @ 12.08 hrs HW=293.93' TW=293.54' (Dynamic Tailwater)
L1=Culvert (Outlet Controls 1.75 cfs @ 2.91 fps)
Summary for Link 6L: Hamilton Street
Inflow Area = 0.836 ac, 65.81% Impervious, Inflow Depth > 2.94" for 100year event
Inflow = 2.89 cfs @ 12.03 hrs, Volume= 0.205 af
Primary = 2.89 cfs @ 12.03 hrs, Volume= 0.205 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Summary for Link 7L: Broadway
Inflow Area = 0.024 ac,100.00% Impervious, Inflow Depth > 5.48" for 100year event
Inflow = 0.21 cfs @ 11.96 hrs, Volume= 0.011 af
Primary = 0.21 cfs @ 11.96 hrs, Volume= 0.011 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Appendix J
Stormwater Design Calculations
Stormwater Pollution Prevention Plan
J
TOTAL WATER QUALITY VOLUME CALCULATION
For ALL DEVELOPMENT PROJECTS in Non-Impaired Watersheds
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 4/21/2021
Address: By: Alex Wilson
County: Saratoga
SITE CHARACTERISTICS
Project Type: Redevelopment with INCREASED Impervious
90% Rain (P): 1.10 inches
Total Proiect Area (DA): 37,444.00 sf 0.860 ac
Existin� Impervious Area: 18,961.00 sf 0.435 ac
Total Project Impervious Area (I): 31,242.00 sf 0.717 ac
Difference in Impervious Area: 12,281.00 sf 0.282 ac
Percent Increase/Reduction: 64.77%
Proprietary Devices?
Is a Proprietary Practice being used? No (Can onlybe used on existing impervious)
Existing Impervious to practice? sf 0.000 ac
% Existing Impervious to practice? 0.00%
BASE WATER QUALITY VOLUME
Re-Development Areas
Redevelopment Impervious Area: 18,961 sf(from aboveJ
Total Redevelopment Area: 18,961 sf
Percent Existing Impervious (i): 100.00%
New Development Areas
Proposed New Impervious Area: 12,281 sf
Total New Development Area: 18,483 sf
Percent New Impervious (i): 66.44%
Calculation of Runoff Coef.(Rv) =0.05+ [(0.009)*(i)] _
Re-Development Runoff Coef. (Rv) = 0.950
New Development Runoff Coef. (Rv) = 0.648
WQ�= ��P) * �A) * IR�) �/12 =
Existing Impervious WQv= 413 cf 0.009 ac ft For redevelopment projects
total equals 25%of
New Impervious WQv= 1,098 cf 0.025 ac ft
calculated WQv for SMPs or
Adjusted Min Required WQv= 1,511 cf 0.035 ac ft 75%for proprietary devices
BREAKDOWN OF SUBCATCHMENTS
Calculations below assume no ro rietar ractice is bein used for treatement of redevelo ment runoff.
Catchment Total Area Total Prop. Exist. Imp.Area Min WQv WQv Going Development
Name (sf) Imperv.Area (sf) (sf) Required to Practice Type Treatment Practice
1 22,702 22,702 12,032 1,191 1,977 Redev+
2 13,706 7,504 5,893 297 682 Redev+
3 1,036 1,036 1,036 23 90 Redev=
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
O NEW
Updated 4/19/18 BASE WQv CALCULATION
TOTAL WATER QUALITY VOLUME CALCULATION
For ALL DEVELOPMENT PROJECTS in Non-Impaired Watersheds
Total 37,444 31,242 18,961 1,511 2,749 � �� ,��°���� � �� � ��
�F����eme��«����a�e�a�»�z.
Updated 4/19/18 BASE WQv CALCULATION
MINIMUM RRv CALCULATION
For All Development Projects in Non-Impaired Watersheds
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 4/21/2021
Address: By: Alex Wilson
County: Saratoga
SOIL DATA FOR PROJECT SITE
Area by Hydrologic Soil Group (HSG)
Catchment A B C D Total
Na me (sf) (sf) (sf) (sf) (sf)
1 22,702 22,702.00
2 13,706 13,706.00 t��;i
3 1,036 1,036.00 0��
4 0.00 0.00 o i,'.
5 0.00 0.00 o r�
6 0.00 0.00 a i<:.
7 0.00 0.00 c��i
8 0.00 0.00 �i<.
9 0.00 0.00 0�<:
10 0.00 0.00 �i<.
11 0.00 0.00 c��,.
10 0.00 oi�:
Total 37,444.00 0.00 0.00 0.00 37,444.00
S 0.55 0.40 0.30 0.20 0.55 Adjusted S
Adjusted
20,594.20 0.00 0.00 0.00 20,594.20
Total (sf)
Percentage 100.00% 0.00% 0.00% 0.00%
MINIMUM RRv CALCULATION
90% Rain (P): 1.10 inches
Proposed Increased Impervious Area: 12,281.00 sf
Rv(100% I) = 0.05 +0.009(I) = 0.95
HSG Specific Reduction Factor= 0.55
Min. RRv= [(P) * (Rv) * (Ai) * (S) ]/12 = 588 cf 0.014 ac-ft
MIN. RRv CALCULATION
SWPPP SUMMARY
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 7/8/2021
Address: By: R.CARROLL
County: Saratoga
Min. Runoff Treatment Volume (WQv)for Project: 1,511 cf 0.035 ac ft
Min.Volume of WQv to be met by Runoff Red.(RRv): 588 cf 0.014 ac
SUMMARY OF SMPs
GREEN INFRASTRUCTURE AREA REDUCTION TECHNIQUES
Contrib.
Contrib. Imperv. Revised Revised
DEC Ref. Area Area Min. RRv WQv
Area Reduction Technique No. sf sf cf cf
Conservation of Natural Areas RR-1
Sheetflow to Riparian Buffers/Filter Strips RR-2
Tree Planting/Tree Box RR-3 100 300
Disconnection of Rooftop Runoff RR-4
Total Area Reduction 100 300
Revised Areas 0.00 0.00
Revised WQv& Minimum RRv N/A 1,511
GREEN INFRASTRUCTURE RUNOFF REDUCTION TECHNIQUES
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Volume Reduction Technique No. sf sf cf cf
Vegetated Swale RR-5
Rain Garden (2) RR-6
Stormwater Planter RR-7 5,185 5,185 330.00
Rain Barrel/Cistern RR-8
Porous Pavement RR-9
Green Roof RR-10 13,670 13,670 1,190.43
Totals 18,855 18,855 1,520 -
STANDARD SMPs W/RRv CAPACITY
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Volume Reduction Technique No. sf sf cf cf
Infiltration Trench I-1
Infiltration Basins I-2
Dry Well I-3
Underground Infiltration System I-5 0
Bioretention & Infiltration Bioretention (Total) F-5
Dry Swale O-2
Totals 0 0 0 0
SUMMARY PAGE 4 OF 2
SWPPP SUMMARY
STANDARD SMPs
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Standard Management Practice No. sf sf cf cf
Micropool Extended Detention P-1
Wet Pond P-2
Wet Extended Detention P-3
Multiple Pond System P-4
Pocket Pond P-5
Surface Sand Filter F-1
Underground Sand Filter F-2
Perimeter Sand Filter F-3
Organic Filter F-4
Shallow Wetland W-1
Extended Detention Wetland W-2
Pond/Wetland System W-3
Pocket Wetland W-4
Wet Swale O-2
Totals - - -
PROPRIETARY TREATMENT SYSTEMS
Contrib.
Contrib. Imperv. RRv Treated
DEC Ref. Area Area Provided WQv
Type No. sf sf cf cf
Contech HDS
SUMMARY
Runoff Reduced (RRv) Runoff Treated (WQv)
cf ac ft cf ac-ft
Required WQv after Area Reduction Practices: N/A 0.035
Total Provided by Treatment Practices 0.035 0.000
Total WQv Provided Including Runoff Reduced (ac-ft) 0.035
� � �,,.,,��
��, 4���,�,, ��a�d��Es �_
SUMMARY PAGE 5 OF 2
BIORETENTION CALCULATION (F-5)
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: ########
Address: By: Alex Wilsoi
County: Saratoga
DRAINAGE AREA TO BE TREATED BY PRACTICE
Catchment Total Area Imperv. WQv Going Min.
% Impery Rv to Practice Required Treatment Practice
Name (sf) Area (sf) ��f� Wqv(cf)
2 5,185 5,185 100% 0.950 452 333 Redev+
Tota I 5,185 5,185 452 333
SOIL INFORMATION
Soil Group: A
Infiltration Rate: 0 in/hour
MINIMUM REQUIRED FILTER AREA
Water Quality Volume (WQv): 452 cf
Depth of Soil Media (Ds): 1.5 ft
Hydraulic Conductivity (k): 4.0 ft/day
Depth of Drainage Layer(Dd) 1.0 ft
Average Height of Ponding Water(Dp): 0.5 ft 5inchesmax.
FilterTime (tf): 0.17 days
Required FilterArea (Af): 498 5f ForWQv
ACTUAL AREA PROVIDED
Filter Width: 3.00 ft
Filter Length: 121.25 ft
Filter Area: 363.75 sf
Volume Provided: 329.80 cf
WQv& RRv CAPACITY
RRv Applied: 329.80 cf
0.008 ac ft 100°0 of wQv
Updated 4/19/18 BIORETENTION NO. XX
BIORETENTION CALCULATION (F-5)
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: ########
Address: By: Alex Wilsoi
County: Saratoga
DRAINAGE AREA TO BE TREATED BY PRACTICE
Catchment Total Area Imperv. WQv Going Min.
% Impery Rv to Practice Required Treatment Practice
Name (sf) Area (sf) ��f� Wqv(cf)
1 13,670 13,670 100% 0.950 1,190 554 Redev+
Total 13,670 13,670 1,190 554
SOIL INFORMATION
Agr Green Roof Area 6247 sf
Dsm Depth Soil Media 0.5 ft
Ddl Depth Drainage Layer 0.17 ft
Psm Porosity of Soil Media 0.2
Pdl Porosity of Drainage Layer 0.25
Vsm 625 cf
Vdl 265.5 ft
Dp Ponding Depth 0.2 ft
Storage Volume 2,139.6 ft/day
WQv& RRv CAPACITY
RRv Applied: 1,190.43 cf
0.027 ac ft 100°0 of wQv
Updated 4/19/18 BIORETENTION NO. XX
AREA REDUCTION PRACTICES
GENERAL PROJECT INFORMATION
Project: 269 Broadway Date: 4/21/2021
Address: By: Alex Wilson
County: Saratoga
CONSERVATION OF NATURAL AREAS
Total Contributing Area: 0 sf 0.000 ac
Total Contributing Impervious Area: 0 sf 0.000 ac
Total Area to be protected as a Natural Conservation
Area �sf 0.000 ac
RIPARIAN BUFFERS/FILTER STRIPS
Total Contributing Area: sf 0.000 ac
Total Contributing Impervious Area: sf 0.000 ac
TREE PLANTING/TREE PRESERVATION
EXISTING PRESERVED TREES
No. Exist.Trees Preserved:
Contrib. Area to each Preserved Tree: sf
Contrib. Impervious Area to Preserved Each Tree: sf
PROPOSED TREES
No. of Proposed Trees: 3
Contrib. Area to Each Proposed Tree: 100 sf
Contrib. Impervious Area to Proposed Tree: 300 sf
PROPOSED TREES WITHIN RAISED PLANTER BEDS(WRPB)
No. of Proposed Trees within planter bed:
Contrib. Area to Each Proposed Tree: sf
Contrib. Impervious Area to Proposed Tree: sf
Total Contribing Area Reduced by Trees: 100.00 cf 0.002 ac
Total Contributing Impervious Area Reduced by Trees: 300.00 cf 0.007 ac
AREA REDUCTION PRACTICES
Appendix K
Erosion and Sediment Control Plans
Stormwater Pollution Prevention Plan
K
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O °
A �
0
�
�
�
�
v
�I U
� �
�
1A1`1 O�
, - . _ . ' - � - _ - - -a°. .o . . , . . . _. - _ . a . � , � � _ o .- - a � � �� . . a. _ .- . ° . � - _ .. - . . _ . ,Y . , a - � , , a _. _ , . � . . � - a � a_ - aa . . - . - . a _ - - ` .a�.a � - _ - - .. ' - . ' n _ - . � -. - . _ d . .. - _ . . _ - .. .a- � � _ � - . _ _a- - , "d _ - W �
.- , , _ " - " , -.,- o . , . . . . . . 4" , . , - 4 . . . _ - . 4" • .- . °Q - - - 'd` , -. - � - - - . - . �
a° 4- a� - 4- - ➢ - - - - �d t �Q, -
_ _ _ _ - a - - _ . . ' _ ' _ �
a a a
o a� . ° a ' o - ." � _ ' .
a
a a 9 a a
aa
a
ao
.. . . , a, a,� �a .. �. �" - ,a
a a a
'a � . , a , a o� , _
a
° a
a a �
. . . , . . .� . . , a . . . ., ;�
.a ', `. -. , a
° a
.. . . , a . . .. .
<' a . • 'a
6 e ,
a
,_. _ �-- _. _._ _.-- —_ . . . . _ _ . . . . ,�� —_ .._ —.... .__ . _ � �. . . . _ _ . —_8__ . . _ . . _ . . . — _8 . . . . _ � . . _. _ _ .— . . _�._ ' . . ._.8— "— "_' "—" — _ ._ — _,. _ _ _ _ __8. .
° 'a. �'
. . � a �e o. ; . ., .a ,
° q
. . -. , a . , d� � . .. a , 'a
a, . - -- - _ . a _ ._ __ __ �° 1 Q
- O o �
a — �, Q
N — �
_°
>
_____ _ ___ _ _ . __ __ __ _ _ _ _. — — _ __ _ _ ____ - - - - --- _ _ __ __ __ -__ _ _ _.__ -, w .�
1 .1 � �
aa N � �.
UTILITY � Q °
� � o
� � v
� � �
O - ? `°
�
•� �, ��
o � U �
� ^ U .- �
I..L d� � �
G � � �
Q�/ U _ �
I.J� .a �
N
�
�
O
� � � O
�
N
�
�
N
— `�
N
. . _ . . _ . . . . . . . . —. . - ._ . — . �
._- =a -_ __-. ._._ ._ .._ ..__ .__� �.-_. . _ . . ._.e.. ._ .. _. . _.. ---- - ---. __ __ . ._. .._ _._ ..___ . . _a. -_._. .... _.._ -_.-. ._._. _._ ._.. ..... .__ _._.. ____ _._ .�._. .__._ _._ ._.. ._._. _ . . ._.-.__.-. .. . _. ._. . _. _. . _-- --. _. .. . _ - -�-. . . _ . . . .- —
a �
�
�
O
�
a �
� ELEV ELEV �� �� �� �� �� ' �
�
� - �
v
�
�
P
�
- �
o �
z �
_ - �
v
co �,
° co a�
� � �
�
' � c�
d �
Z W
� PARKING LEVEL 2 �, �
43 SPACES - � �
ca =
la � �
_ �
- a
N
-�� _ _ _ _ __ _ _ _ _ _ _ � - _. _ . _ _ _ _ _ ___ 0 0
� a . o . 3
�
� �
� - v
Q
� � � � � � � � � � � � � � � -- � �
�
� �
�
v
� - N -— fl-
0
U - � � Q
U > 0 �
I� � � � � N
� o - � O � �
e,, - � � V �
J - V �
L
- � L �� '+J
�a
c
�,
�
a--� a�
�
�
i
�
Ia
� c
—
___- -- - __ _ _ _ _--
_ _ _ ____ _ _ _ _ _ _ _ _ __ __ - -_ _ _ __ _ __ __ ___ __ __ ____ _ _ ____ __ ___ -
_ _ __ _ _ _ _ __ _ _ _
____ __ ___ __ _ _ _ _ _ _ _ __ _ _ _ __ _ ___ __ __ __ _ _ __ ___ - -_ _ _ -- - _ _ _ __ __ _. _ _ . _ �_ O
�'a COMPACTCAR 3�9 � � O v
ca U � �
- � � �
�a e _ .
�
_ . -- - -- - - -- __� -- - 4 = - .° L a� � v
-,_ � � _ _ .— �_ _ _ �- _ _ - - _ _ -� _ - - - _ -- - �a - _ - _ __ �- . � __ _- _ - .--- . � -- - �
, a , o. a ' . " - - . . . . '4 �a � _a _ '' . _ - a" -'4 , a.' - a , - a� ,4� � ' " � -- . � ' �. 4 - ' . a a a . Q. . _ - ' . o '_ a . . . . a - - -- , , -.' a . _ .. 'p . - . , . „ . d, . - '
.
. . . � . . . . .. a . . _ . .
, , a _ ' . . . _ _ _ " ^_ -
� - , a , . �.,, a -�a_ ,_ . . _ . .. � _ , _ . ,. . . . . . , -� . , . , . _ . oa. a.. . _ Q ._ - a . . 'a , - - -d. � ' - - - 7
o-
o , o , o � " a - o ' a .a. . - a .a a . - . .- . � - - ,,•
. . . _ a� �, _ ,ao ' a . -� � o.. . - - . �� a . _ oa � . _ 'a - ma �
� o
. ' - � � �� - � - " � . . � � . . - - ' _ ' ' ' - _ 0 O U
�Q � � �
� �
� �
TRANSFORMER TRANSFORMER � �
v
Cl� ��
ABOVE ABOVE �
0
U
�
�
N
�
�.Qa ., a ' - " . - - :a -- -. . �4- �-. -.. ,. . .- �
C
�
�
� �
� �
� �
� �
� �
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
w
1 Floor Plan - Parkin Level 2 �
DRAWN BY: _
A100 SCALE: 1/g"= 1'_0" �
CALLED ACTUAL rc itecture �
NORTH NORTH DATE: 05��2�202� a
N
SCALE: U
AS NOTED �
JOB NO: N
1926 �
SHEET: �
A100 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:50 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
v
� �
O O O O O O O O � O O � �
Q
� �
� �
00 �
� � I I � w �
a � � . a_ _ - � ,�
- �Qa ,o . . _ . a , o _ .- - a � . . a. . . a . . . ,. - a � , •. a � 4 . . . a � a_ - a . � . . ' � � - - .a".a - _ - .� � . . n _ - _ - � � _ .. . . " . - ._ .a� - � � . �d. -
.. . . , a a �, � - . a .. ,
- _ , - _ a , a- , a . e
- - - - _ - - - - _ _ - _ _ _ - _ - � T
�' �i
o � ° :a .. .., . ,_ .oa a _
. d a ' - �-a , .
a . - 9 . - a �, - ,. a a , - , - a'
�
., . ;- . a� a.. . . ' - o. .� .
. . . . ,. � . . , q � .. a ,
,.
� . I� '�, ? - m: . _ ; - _ _ o� . _Q ._ . � _ _ _ ❑a � - " _ o� _ -�- � - -- Q �
� a � �� � � o
UTILITY � ~ �
v
I
I a
�
- � �
1 .1 ��_ ._ I _ . a a _ _ _� _ I . _�_ ._ . - � - _ �_ - -_ _ _ _ _-- - 7 _, _ � �
a _ ` . �� �
/ N �
� �
v
�
i i I ��
GENERATOR RAMP TO PZ - �
�
da
0
�
�
�
�
4
�
� �
I I I
I Q —
U a
�
� v
U �
I I I Q
a �'
� - �
�
�, O —
U
�
�
�
�
. �,'° li .(I� .i
. _
. I_ .. . . . . . .—.�!.- . . — . -. . __ _._.. ._ . _. _. . _ -_ __ �_..--_ __. ___ __. ___.--- .__. -__ _. . . . . . __ ._._. .__ _ . . . . . _ . _.� _. . . —. . . — . .—. . . . _ .
� .. � . . " . . . , - --- -- -- - -- - --- - - - - - - - - - - - - -- - - • � �
. : . , �C�' �
a a -a a a o__
A o � ° a. �� ! �/ �
; °; �
25'_8��
�
�
a� i AISLE `°
o �
- ELEV ELEV �� �� �� �� �� �� �� �� -
z �
I I I I v
� �a iiiiii ii � �
� �
v
,j� CO �
CO a1
W �
I - N H
�
C_J
I I I I I I �
a
_ _ II z '
o w
SLAB� ABOVE � �- � �
o w ° � w
PARKING LEVEL 1 - - � ¢ L ~
� `�' � _ c�, _
. . . � ¢ � � w o C_J
I I I I 27 SPACES � � � I ° Q
, ¢
�
�
�
0
�
� Q
I � � °
Q
' : -� �
C a
3 � � � � - �
- - - - - . ,_ _ , _; _ - - - , _ _ - - • - - - — . �
, .
�
� v
� -- �
� � � � � � � � - � Q
i L
I - � v
0
�
� �
J � � N
i
� ^,
�
��
9'-0" 8'-0" 9'-0" � - � O W �
- +� �o
a —
U
� —
U
U �
- L
H � '+�
I U (� `� c
vaN
L
Q � � � v
� � �
- � � �
RAMP TO IGRADE
0 0
� � o �
U
- U
v
ca
� �
— �
� �
�
�
�.m
L � v
I �
- O z O �
�
O U
�
_
_
_
— _ _ _
_� _____ _ ___ _ _____ _ _ ----
____ _ ___ _ - -- -
� � -
3.9
',
_ .__ _� ___ _ _ ____ _ - -- -
� , _ _ _ - -
___ _ ___ _ __
I - - - / _ '� a � � �
� . - �a � I . . � _ -- - __ _ - - ----
� �
4 — � — � _ o=
. _ _
_ fl- _ _ � - ---- - ___ _ __ ------ -- -- -
� . �-
o . a
— a — a
a d
_ _
_ _ ___ __ - --_- - -- _ _ � _ _ ___ ---- - - --- - -- - - , :° �
O a a o a a a a o a a a aa a a a � a o a aa o e 0 _ a a - _ _ _ _a _ _ . a. .P - - �
� a a o a a a _ a a ._a a a a a . - : .a . : : , aa . _ q d . � �
ma a - - . - - . - . - cn ._
�a �
0
U
�
�
N
�
o •—
�
_ �
�
�i+ �
(� co
� �
(6 �
�.Qa .. o ' _ - " a . - - -a . ' , . , -4- �-. . �� . � �
J O �
22�_��� 22�_�n
w w � �
_ � � w
to a N �
�
H
1 Floor Plan - Parkin Level 1 w
�
DRAWN BY: _
A101 CALLED ACTUAL
SCALE: 1/8"= 1'-0" NORTH NORTH DATE: C2 O5�12�202� a
N
SCALE: U
AS NOTED �
JOB NO: N
1926 �
SHEET: �
A101 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:51 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
O O O O O O O O Q O O �
19'-0" i 23'-0" 27'-0" 27'-0" i 27'-0" 30'-0" � 27'-0" � 27'-0" 27'-0" � 26'-0" � �
F � i, i, � � � i, � � i, � u
� �
0
� Q
� �
I I I Q °;
0 O o
- - — __ i i_ _ �
— — Q
� _ — _,_ � I — — - . I — — � � cn
� �
-------- I
------------------------------ I I � � �
-- , �
�_----�--- , , , , . , , J C
_
_ . . ____'_- _ _ . . _ _ . . . . .
- . _ . _ . _ — — . —' — _ . _ _ 1p
______ ' — . _ — -j -� I—.
1 .1 . I � I � '
� � o
-------------
------ � �
i -------- � �
„ �
� ? �
.� � .�
� � �
LOADING � I I I I I I I °'
o Q �
�
`� , , 326 SF � v
�
.�
� MERCANTILE �
�
�
I I I I I I I °
STAIR 5597 SF
0
�
v
�
�
�
�
v
� �I � - - � I_ - __� o
_ _ _ - - - _ _ _ _ _ _ _ _ __ _ - - - - �
�
-------------------------------------- � � I������ � � � � � � � � � � �
� � � �
=r------ � � � �i �i o
- --------------------------- � � � � � ELEV ELEV ELEV � �'
---- �_ �
�
i�___�� ��i I I I
--� - STAIR
�
� � � � � �
o,�� ��� � � � � � � � � � � �
�,�
� �i '� � i i i i i i i i i i o �
I�fl � (� �� z �
o � � ' o � �� I I , , �v
„ �
� � � �
� �
�
- I I i � � � �
0 0 ' ��� o I I i i o�o �
o � � ii
� � ii i � �
ii i � a
� �. _. � i i i z
w
� , ,� i i i � �
RETAIL , I I
� I o �
- - - - - � �
1068 SF II
ca —
_
LOBBY � �
�
I 1262 SF
N
C�
I I I O
� �
� - - _ ' _i_ _ - - - - -_ _� , � Q
I � Q
— �.
I I MERCANTILE I I I � v
I 3044 SF o
L L � Q
0 � � �
N
USABLE AREA ' I I I I � o � �
� 3194SF I i U U �o
L.L �°
' �, � v
�
�
�
I I I I I I � p O o
U v
3.9 . _ I _ - - � - - - - -I _ o � � v
�
� � I..L Z � �
O �
._ �--__ _ _ --_ ___ _ _ _ _ _ _ . +� �
4 . . ._ �_ - - _ � _ _ . _ �
_ _ � �� �
� �
C� �
i i i � ��
0
U
�
N
�
�
C
�
�
� �
� �
� �
� �
� �
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
1 Floor Plan - Ground Floor DRAWNBY =
A102 SCALE: 1/8��= 1�-O�� DATE Q
CALLED ACTUAL rc itecture �
NORTH NORTH 05/12/2021 —
N
SCALE: U
AS NOTED �
JOB NO: N
1926 �
SHEET: �
A102 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:53 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
O O O O O O O O � O � �, �
� �
�
� �
Q
� �
� � � � � � � � oo �
-:
� ; w �
_ _ - — -- -- — - - — — — � � �
, �
�, i . I J �
- — — — — — � � I � � I � — I — — 1 .1 � � �
� � �
� m �
I I I I I ._ � _
I �I I � � �
I I I I I I
� �
v
�
��
v
�
0
0
I I I I I � �
�
�
a�
a�
v
�
+,
0
' _ _ _ . . _ - - - _ — __ I . _ _� - - - - - I I — — . - — — � L J �
�� �
�
' ; � �
� ,,__. �\-�I �
� � � � � � � � � �
, d�', �� �� �� �� �� �� �� �� �� �
� � � �� � ELEV ELEV ELEV � � � � � �� � � � � � � � �
I �� � I I I I I o �
� ���� i i i i i i i i i i i i � z �
��-, °�
.�
I�e� � ,� � �„ � 'i 'i 'i 'i 'i 'i 'i 'i 'i 'i 'i 'i
,� � �� �� o �.� � �
v
� � � � a�
I � �
I j �� o I I I I �
� �o �o � � a
�� �
z
,- `� �:°�, � � �
i�, ;�, � �
��) '-%� I � �
I I I
c�
USABLE AREA �' �
12056 SF N
I �
0
I I I I I I � �
� °'
Q
�� � � �
_ .— — _ . .— — — -_ �. . —
�
-� �
� v
I I I I I I I L �� �
� � Q
0 O � �
� � N
I I I I I I I p O � �
� � V �
.�
� L �� �
�--� �� �
(� � O �
I i I I � U � �
L � �
� — — — — 3.9 p z � �
� � C � � �
_ �__ � __ �_ _ �_ _ _ _ �_ _ _ _�_ _ � _ _ _ —� � �
� �
�
� �
�
.�
�
0
U
�
N
�
�
C
�
�
� �
� �
� �
� �
� �
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
w
1 Floor Plan - Second Floor DRAWN BY =
A103 SCALE: 1/8��= 1�-��� DATE Q
CALLED ACTUAL rc itecture �
NORTH NORTH 05/12/2021 —
N
SCALE: U
AS NOTED �
JOB NO: N
1926 �
SHEET: �
A103 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:54 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
v
�I U
�^1 �
�
W O
Q
� �
O O � O O O � O O K � oo °
�
�
�, � Q
� � �
, �
I I � � � i � � �
_ _ ��— _ _ _ - — — -- _ _ _ _ _ _- _ _ �� — — — � m �
� � - �- � •� -
�
� ��
� I �, �
- �- - - �, _j - I � � - I _ �- - - � _ _ _ _. � _ 1 .1 � �
v
, �
.�
v
I o
I I I I I I I I �
v
�
�
�
v
�
�
� I I I I I I I °
�
� �
USABLE AREA �
�
�
16952 SF �
�
�
m . _ _ i _ _�_ i __ I
_
_ _ � - �
- - - - � - - - 2 Z �
, � �;x''I �v
�, ,
`� � I I I I � I I I I
I I � /o - iiiii iiii �
ELEV ELEV ELEV I I I o �
N H
�
II� �� C�
�� \,� � �
z w
° � �
- � �
� � C�
� �
� i ,,� � � � � i � �
� , ° � �
� �
�;� �, � �
�� a
�) '_i � N
C�
O
. . ��L,,�.� . � . . �
I � � � � �
� . . , - - - - - � Q
� Q
.� �
� �
�
I � � � � � � � .� �
Q
� O
I L . . Q
. � _ — �. — — �_ l — L /1/\ N
3 0 � W �
� v
I I I I I I I I I � � � �
� � V �
~ L �� c
1 �r `� �
I � � O O
I I I I i I � v v
C� �°
v
o � � �
� z Q �
0
i i � i i � ; � �
�
� �
_ _ I _I _ _ _ _ I- - - _ _ _ 3.9 � v
�
� � � � ��
� �
. _ _0_ . � - — — I _ _ 4 0
— � — — _ i _ . _ _ i _ _
_i — —
_
__
°e �
°e v
�
�
�
�
�
� �
� �
� �
� �,
� �
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
w
H
DRAWN BY: _
CALLED ACTUAL C2 Architecture �
NORTH NORTH DATE: 05��2�202� a
N
SCALE: U
AS NOTED �
1 Floor Plan - Third Floor �oBNo �926 �
A104 SCALE: 1/g��= 1�_O�� SHEET �
A1 4 �
0 �
�
�
PLOT DATE: 7/21/2021 9:12:55 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
A B 0 o E F � O O O O `�
�
�
�
w �
� �
o Q
x
�
� � �
� �
°e °e �
0 _ _ _ _ _: _ _ _ — -- — — _ - - — _ � o
0 � � �
� � � / \ �
� _ , -- � j _ _ I � � , ._ _ . -� — I— — — _ 1 .1
Q
.�
0
�
0
�
�
I I I I I I I I I I �
v
I }+ U
� �
n' �
W Q
� N
^ O
I I I I I I I I l.L
T
0 Z +�
O �
� � Q
> �
� w �
�
�
� � �
J �
I �
I — . — . . .. .. . .. ... ... .... ... . . ...... I. . _ _ I — I — I—.. _
. _ -. �_ . . I — - - I— � -- I I. I . . _ . . . ._ . —. .�\ � / � Q
�� . — - — — �/ � O
H �
1 � �. � v
,� ��'�I � � �
� � � � � � � � m �
- �
��, lC� i i i i i i i i ,o
< i i i i i i i i i .(/� cn >
I I I I o�� �,o I ELEV ELEV ELEV I I I I � � �
� � �
� ��
� ��� �I!� v
�
.�
�) �� � v
�
�
I I I I =� I � I� j�_ � I I I I I o
�
�� �,,�i ��� v
_ �,
�, __ „ �
� I ���I�II �
I I I I � - - - - - � I I I � I �
0
c
�
�
�
USABLE AREA
v
I I I I I j 16949 SF i
� I �
�
� �
— — -� _i — — — — — � _ 3 Z �,
.�
v
�
�
I I I I I I I I I I � �
� �
� �
N H
� �
� a
Z w
I I I I I I I I I o �
� w
� ~
� �
�
a
N
C�
I I I I I I I I O
�
� ._ _� ._ _ _ _ _ _ � . I ._ _ . _ — — _ 3.9 � Q
� Q
I 0 i 0 -- �
� _ _ _ _ I _ . I _ _ _I _ _ I _ _ _ _ _ _ _ — _. _� _ _ 4 � v
°e °e � -— Q
L O
p L � Q
L.L LL � �
� .o � �
� � U �°
U �
LL � �� ��'
�
� � �� �
�/� � O o
`v O U
� U v
�
L � +�
O °� � �
� z O �
U
� �
� �
� �
� �
N
`/ / C
�
C
O
U
�
N
�
�
C
�
�
� �
� �
� �
� �
� �
~ U m (�
1 Floor Plan - Fourth Floor w w �, �
w o �
A105 SCALE: 1/8��= 1�-0�� � a N �
�
�
�
w
�
DRAWN BY: _
C2 Architecture �
�
DATE: 05��2�202� a
N
SCALE: U
AS NOTED �
JOB NO: N
1926 �
SHEET: �
A105 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:55 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
v
�I U
�^1 �
�
W O
N
O O O O O O O O O Q O � �
oZ �
o �
�, � Q
> w �
� � �
� � � o � o
� oo ' 000 000 00o e e o00 000 ' _ �
000 000 000 000 000 000 00o e e —0 -
e°e °°o °°o �e , �
- - - - _ ._ _ _ _ _ - -- - - _ _ _ _ � � �
0 0 _ m �
� � � � � �� � ��
_ o:� �� � � � � e e°e a�
000
, ._ _ _ - j- --__ _ - � - � - 1 .1 � �
0 � v
�
0 � v
0 � o
0 � � I I I I I � I o
0 � v
�
0 , 0 �
� ' ' I I I I I � I o
0 0 �
0 0 �
� �
0 �
�
� �
0 �
�
� I � �
- ' _ _ - 1 - . - �
_ � _ _ _ � _ _ _ �_ _ _ _ 0 �
;� � , �; �; . o �
�
X� z �
�_ _ _ _, � � v
� � ' � �
ELEV ELEV ELEV I II I � � � I II I II
,; � 0 v
I I I I I I
� �,
� o �� � �
� �
�� � ���,� � �� �;� �� i i i i i i i i i i i � � � �
� c�
� �� � � Z �i
�
(a �
I I � I � �,�1 � I I I � � � � C~.J
� >, � I
� w
� L �
�
�o � �
�
I�>I I/_.,I � a
O . l _)
,I�� ;�;�I N
C�
I I � - - - - - � I I USABLE AREA I I I � I �
16885 SF T
� �
0 �
Q
� Q
i I I I I I I � � � � �
-- �
0
_ ' � - - _ _ _ I _ 3 � . . � Q
0 � o � m �
0 i i i i i i � � � � o Q� �
0
0 � � � V �
� U �
0 � � � �� �
� �� '�
0 I I I I I 0 I � o O °
0 0 � � � �
�
0 � � � z 0 �
� i i i i i i � i � �
_ 0 _ _ _ _ _ _ � I �. - _ _ � - � - 3.9 � �
°°°e _ ; _ _ _ _ _ e o°e � ��
I i I � � v
, � � ��
0 �I
I _ - 0-- - - - _ _ � , - - - - - _ _ - l - � - - - - I - 4� o
°e I °°e °°e ° ° e e . e ° ° e °°e ° ° e I °°e ° ° e °°e e e e°e °°e °°e °e �
�
v
�
�
�
�
�
� �
� �
� �
� �,
� �
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
w
H
DRAWN BY: _
CALLED ACTUAL C2 Architecture �
NORTH NORTH DATE: 05��2�202� a
1 Floor Plan - Fifth Floor scA�E AS NOTED �
A106 SCALE: 1/8��= 1�-0�� JOB NO
1926 �
SHEET: �
A106 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:57 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
v
�I U
� �
�
O
O O O O O O O O O O O � �
� o
oZ �
� ° �
� i � i � � �
i � Q �
_ � � _ �.- _ � o
-- -� !- _� __
_ _ - � -
� m �
._ � �`-°
�
�
� �
� _I _ _ _ _ _ _,�- - -�� _ i - -1- _ _ I - — - - __ �,- _. 1 .1 � �
� �
�
�
v
I I �
v
I I I I I I I I o
0
�
v
�
�
�
�
I I I I I I I I �
�
�
0
�
�
�
�
�
�
�i� I 1 - - I - _ _ �- - �
_ _ _ _ - _ _ � _ __ _ _ O �
�
�
�
, �, � � z �
�
� � � �� _� �, �, �, �, �, �, �, �, �, �, �v
�
� �� o
I I �� �� ELEV ELEV ELEV " " " " " I I I
�
�
� �
�a�,, �r� � ��I I � �
�, � �J N H
� U
O �� O � �
, � Z u..i
� � � �� �� �
(a
I I � ' , I �I I I I �
o � � o o �
� � � � w
�°) l�� J �� lc^a =
L �
� � � vJ U
\ �
��I �� I
I I I I � I �
� �
0
T
� Q
� Q
I I I I I I I I I � �
v
I . _ ._ __ — — — — � — — —� -— �Q
� °
L Q
O L
� O �
O �,
LL
�
I I I I I I I I L.L � �
USABLE AREA � o � �
12091 SF � V U °
C/� � '� .�
L `� c
1
� � � �
I I I I I � I I � � �
Q O
0
� U
I I � v
U
o � � �
� � � � � �
I I I i I I i � z �
0
�+ �
� - - — -- - - --- = - - � � .�
3.9 �
� � �'
�
� ._
� � i c� �
� � � � _� � �
I � � - �-- -_- - _ _ I 4 ,�
_ _ _ _ _ - - �
�
0
U
�
N
�
�
�
�
� �
(� c0
� �
� �
� �
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
w
H
DRAWN BY: _
CALLED ACTUAL C2 Architecture �
NORTH NORTH DATE: 05��2�202� a
1 Floor Plan - Sixth Floor scA�E AS NOTED �
A107 SCALE: 1/8"= 1'_0�� �oB No 1926 �
SHEET: �
A101 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:58 AM
v � �
� O N
w � ro
W � �
aN
� � �
0 0 �
� � N
� � —
� Z N
I (� 0
W ' �
�J N
� W �
i — Q Z
IN �
0
_ O v � F
� � 3U
W
,� W
Q � I
U
� PENTHOUSE ROOF `�
0
Q
0
�
� �
�
0
a
�
I Q
�
N
� O ��
�
w
�
�
�
�
w
�
_
�
�
I Q
a N
� U
Q �
H �
� �
N
�
C
O
U
C
�
2 Roof Plan - Penthouse ��
A108 SCALE: 1/g"= 1'_0" Q �
o Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
O O O O O O � O O O O � �
� �
�
�, o
Q
� �
00 �
i i i i i i i i i i � ; �
_ _ _ _ _ _ . O � � �
o � o
� I _ '� � — 1 .1 .� ? �
� � �
>
N �
� �
I I I .�
v
�
�
0
0
�
I I I I I I I I I �
�
�
v
�
�
0
�
� I ._ . i. _ _1 . _ _ _ _ _ . _i_ ._ _ T ._ I - - I - I- _ _ _ - 2 �
O �
� �
�
�
�
�
�
I I I I ELEV I I Z �
v
�
STAIR � �
� �
� �
N H
I I I I I I � a
Z �i
� �
� �
O U
� H
I I I I I I � cz_,
�
a
N
C�
�
O
T
� �
4J
I I I I iIDl� I I � O
O �
Q
—I I - - - - - _ _ -- 3 -— �
- - - _ _ _ _- - - - � �
� -— �Q
I I i i I I I I L � Q
o � �
� �
� o � �
i � � .V �
I I � , � L �� �
� � L� v
O p O o
� U v
� i i i i i � C� �
�, � v
z 0 �
- - _ _ _ -I - - - - - — 3.9 �
� �
� �
� � � � � � � � _ _ � _ �_ _ _ O � �
�
�
� .�
�
�
0
U
�
�, �, , . �, �, �, �, . �. �, �
N
�
�
C
�
�
� �
� �
� �
� �
� �
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
w
H
DRAWN BY: _
CALLED ACTUAL C2 Architecture �
NORTH NORTH DATE: 05��2�202� a
Roo Plan
SCALE: U
AS NOTED �
A108 SCALE: 1/8 = 1-0 1926 N
" ' " JOB NO: �
SHEET: �
A108 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:12:59 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
v
�I U
�^1 �
�
W O
Q
� �
^ O
O O O O O Q O Q O O � � �
� � � �
� � �
, �
oQ �
I I I I � I � � °
� � �
m �
.� � �
-- --- --------- - - --- - - ---------- � �
ii i i -=-—=_- -=-=---=-=-= ___ I � �
�
�
v
�
� I I I EPDM ROOFING SYSTEM COPPER FASCIA(TYPICAL) ��
� T.O. ROOF DECK — — — — — — — — — — — — — -- — — — — — — — — — — — -- — — — — — — — - — — — — — — — *
� 3���
0
0
METAL PANELSYSTEM (TYPICAL) �
v
� � �� , J , � , ; � r na � , � , a < , , , � , n , n . � � r � � P �
, < � . � . ,
� � ' :_�. , � � ; , s �� , ; . ; ,� � � ; � ; , � . � � �
� r . A . . � > , n
„ . , � � > > � . � , , o , � �
o - . . x , f a . e . r . ,� .. F e . .. . . . r , . e . . r 4 x f e r . . . F t . . � a .. . a . .. . . : t a � a c F . . a r . f i t . x r .. . , , . , , d � d 6 d { . 6 8 + 9 . . o
N
— - - + , C . i i , 0 6 d F 0 f n d f 0 6 6 6 f f J f f f II d f 6 f 0 d f f 6 d f 6 f f f f f F 6 6 f d 6 n d 6 6 6 f 6 6 6 f 6 6 . f f f f' / t / t / / J / i f' F f 0 F F f 0 F f t , e , �
� a a q r � r r � � r r ,+ � � r r � � r � r � r � r a � ;� r r r � r r � � � � r r � � r � � � r � r r a r r � r r r � r r � � r � e � r ' r e i f � � r � ,+ e f � i e e a i , , x �
� � � � � � ` ` ` ` � ` � � � � ` ` � � ` ` ` ` ` ` ` ` ` ` � � � � � b � � � � � ` � � ` ' � ' — — � — — — — METAL WRAPPED COLUMNS(TYPICAL) °
�
�
� T.O.SLAB(6TH FLOOR) _ _ _ _ �
�� —
358'-0"
�
v
GLASS RAILING �
�
�
If ! f f n ? i ° t` r f P x f _. .. , ,s b V �
� f � 6 F � F d f b b f f 6 f A b 6 6 6 � Y B � ,i f / l d � / � � f d & Z (O
- ' ' ' �` ` a ' ' ° ' ' � ' ` " ° ' ' ` ° � ` ' ' ' ' ' ' ' ` ' ' ' ' , ' ` ° ' ° ° ` ' � " : '� � � � g ° ' ' ' SOLDIER COURSE BRICK(TYPICAL) v
_- f f f 1 4 i f f f A { f f �� f f f f A f f s' �' f 1 { 9 I A f �p / A 1 f d l f f I d t 4 6 � d / 0 A J �
_-_ f f F F d f f f A p � F d 1 A d s f f �+ F f 1 1 F f . `� ! / / l d f d F f / �
- _- k $ $ Y 1 $ { F { $ F F ✓ $ { 4 $ 4 A F F ✓ f f f t / $ / ) ( d " �
_ - tl F F f F / / / G / / / / G d / �� F F / G / / �� �� G Y / F s } i 8 / 0 r � �
, p ,s r A r a` A =
� T.O.SLAB(5TH FLOOR) I �� � � � � �
� , � � ,� � .� � ; � � �
f � � R � ,� � F � � ,� � � � ,� � . r
� 3 pl' P � � ; � � � , � „ : f
a , � r , e r r a�o �
� C�
a
z
GLAZING SYSTEM (TYPICAL)
w
� p � � > a � � a � � � � �
: � a
�.�:�� � � s � � � � � � > b t � � � e , � �
„ , : . .
� : , A �
— -= f f k 6 F � � � F fi ry i F / 0
, � � r i e ,F > .r e ,r . � . ,r
o - J + t y y--� C�
� 4 f � W
I F F � d 9 � ; � g\ f ✓ # A 6 6 � / � i 6 6 6 F 6 6 i 6 d f f F 0 6 6 G 6 0 / Q / f t / 6 D F A t r A f /�, f � � ` � ` $ � � � � � � �
- - � b d G < 6 � ` � F f d d 6 f � I f 1 f f d d G 6 t. A � / / f 6 d f 6 / i d / 0 � _
- f d f d 4 f 6 i d / / 0 F 6 � U
- 9 f f +` f f A 1 ° f F d 1 A d f �+ f f 1 1 f f f / / / l I f 8 F 6 �
d ) P s' f r F N f 4 4 r F N 9 F F i / ✓ / f t Q
N
� T.O.SLAB(4TH FLOOR) _ o
� 3 43 0 I METAL PANELSYSTEM (TYPICAL) �
� ��
� v
Q
� o
- f f r` f f �, / 0 k J / n / Q
o _ f F 6 6 f � f S d II f / ��
- - s ✓ ✓ r 9 � 4 . � � � � �` � / / 1 / k / �
9
- \ d J f F f 0 6 f f A / � y 6 0 6 6 6 0 6 p b f f a 6 6 6 6 / 0 6 6 F / <
- f f 5 f � � F f 6 n f � 1 f <' p . ,. : a . , a s .; p ,+ p � ,• 1 � � p P 1 < 6 � � � f � F ,� �l �f � �
4 f �� F n f F 9 � F r � l 1 n f i i �p 6 � 1 i � F F / r' Y J 0 � N
- Q d $ $ F F $ p '` F F Q f F d ✓ d f / O f f d / } / d / f 6 � } F f 1 $ / -— Q
d P J B > A
� r n P ✓ r
�_ : a .a f n � r " r� r
, u
€ < < s � %` < a e a � ; n e a a + e a r e � " •_ .� a +
METAL RAILING (TYPICAL) � � °
- � . . Q
L
T.O.SLAB (3RD FLOOR) � � �
O p
— — — — — Z li �'
� ,
��� v
_ � � �
-- � o � �
_
. � - y; _
4 ,_' -, -
_ o . �
, :
� v �
. �
. : � -- �-
� � � . . . : ,_.._. � �
, _. . ., _ �
. ; .. _ �
� �
. , .
.
L
_ � n , � n , , . : , n , � ; , � n , , � ; . : , , , , � . ,
� a ,,l i, r , r . , > , r fi r � -' V I P r + V + ✓ ,, . : . , � r > , r , r . , - r , f f s ✓ ? ✓ . V . a / .. P f 1 - #� r Y � a I r .. #� B r� .. f . � .
� ' ` - - - -- GLASS RAILING SYSTEM
� +� v
, � � � , � � � ,
��
, � , , , , F �
� � � > > , � � > > , � � < � , � � < � , > > � , � � � � � � d � � , � � � � > � , � �
� , , � . �
� , - - 1'��- � � �
�� „ I , ; r . ; ; , �
r ., „ , , „
, ,. : : < , -
. . N a .
, „ , „ < „ Y .
r , ,
; , a ;.
< r
. , . , , ; < : : ; , W , £ �
� ., , � „ �� , � .�� > .. . ,� „ �� , � „ �� , � „ � , ; a :, . :� .. , �� = s ,� .s r � .,:�-. s t ;� s a -
'> �f..., �., : -� '.!�'��. -: � -�' � �_: ��- ��I - - - - �I�
, �.
�'
, -
- . �, ., , , .,, , - , -, -, .-
p
,, >. . � ; '� , .
-,I.,. .', _ . _..- . �' ",__ , _ . . , _ _ ' , `•' _
I ,
_ _ a n t _ � � O O
I ,`�,
_ _ _ O �
� �i �� I I � � , 1 - � �: `�� '.�,� �i�;.��. � U v
��T.O.SLAB (2ND FLOOR) �� � -_ � � � �
— — �, , � ,_
Y 310'-0 i '� — — — — — — — — — _ - -
� - - ,�.,, : _ � � � �
������ �� � �� � � �� � ��� � � � �� - - °° 0 �
- �
_ -- �
� - - - - - i P P , . . - £ . P l - > . P . �. - - : F , P . i ➢ . - - , , > P f , • .. F , . • � , . . . p . y - - - p , t a fi F k F s a X r - - - �
_ . .: �,..,, ' * �; - :. . , .. '. a �; , g ,: .
� "` ',. ., ✓ / V ? l 1 ✓ f d l / Y ,,".-,., . . , , ,., . . u ., a. r ; ,-', .. . .: . .. �" . . . . . . . . . . y�
- 1' - - - - F J ✓ ✓ F f 1 F F P V F - - F f 1 r F V ! J r F / i - F ✓ r' . F F r f ✓ F V i - - i V . ✓ F f F F r F V I - V 1 F F F ✓ . F f r r ✓ - - F F ✓ F / 0 a d 1 ✓ F F ✓ F 1 P F - � C
- '- ✓ , / ✓ ✓ 1 0 F I ✓ ✓ 0 _ _ _ _ _ _ _ •—
_- - ✓ F V ✓ F ✓ ✓ F ✓ d F A - -- � f F A ✓ f f F ✓ ✓ , , - f . , ✓ d f F , d F V s' / r V ✓ r , ✓ F V -_ f F r . F V d V f , ✓ , - - f✓ ✓ F V ✓ F ✓ F F F ✓ - ✓ f F V / P 8 J t I / / _- / 1 / / / . - �
> F � � > > > > > � � > > � � � > � � F � � > � � � > p , F � > a > > a � � > > > � > a > � � f > > � < > > , � � - f > � � � > a � � � > f � > � � > GRANITE(TYPICAL) � v
- f 0 6 F 6 6 6 f 6 f f d _ - _ - - � : �
_ _ . �'��.��� , , i i i - r d . i 6 d i i i F i d i i i i i i , i i , D . ,
p
. ./ ( � r F F f F f A (
- f 1 /` /` f 1 / / f f f / . - F / A f f f . / f A ` / f i . / f f F f 6 / f 1 / . / . f f / { f / � 1 f f / f f / f / / /` 6 , f / 7 F f i f - 3 / / .- - f / f' / / . —
� �
_ -.- - _ i w F F / / / / / b 6 / - / I N F / h i r F 7 4 / - 1 F . i / 1 6 a F I 6 / _ 1 h b F / G 7 / F / 6 tl - 6 F 6 7 / F b / / ! F p - _- 6 1 6 N / d a ,� k .r / d b 7 F f i - � - �
- - - -��� 6 P / � F e / ! f . f / ' F / ✓ d o F F / F d ! n - ,� 1 ! / tl / r, F / 6 F ! F - e I F F G . 9 6 / � f / �-� P d F I 6 d ! 6 / / / 6 - ,. / / ! F / i 9 B d Y � F J ✓ . . - O
�T.O.SLAB (GROUND FLOOR) � . �,, I I � ' :,`�- "- _
U
_ _ �
�° . . i I , -_ �
� I �
I �
I �- �
_ �
I I i �
�
I I I I I I I I I � �
� �
� �
� �,
� �
� � m �
w `�' � �
� a N �
�
H
C_J
w
H
DRAWN BY: _
C2 Architecture �
�
DATE: 05��2�202� a
N
SCALE: U
AS NOTED �
JOB NO: N
1926 �
SHEET: �
1 Buildin Elevation - North �
A200 °�
AZOO SCALE: 1/g"= 1'_0" '�
0
u
PLOT DATE: 7/21/2021 9:13:04 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
v
� �
O 0 O O O � H 0 K L � o
Q
i i i i i � °'
0
i i i i i � � i � ! o o �
� � �
� � �
I I o o ' I I I I � � o
� ~ �
--------------- -------------- ------------- ------------- � � �
----__-__- _----=-= --=------- --_=-_-_-- , � m �
, •� � ��
COPPER FASCIA(TYPICAL) EPDM R � � , i Q �
��T.O. ROOF DECK �
Y 37p�_p�� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — -- — �,
.�
METAL PANELSYSTEM (TYPICAL) — v
�
+,
- o
o . s Q � Q �� � n � � Q Q � Q � Q Q Q f Q Q . � Q m f Q � m f Q r � f � Q � Q f Q � � Q r a f d f r n Q O f f , � Q � f � Q � � Q � � �� � r / � a a � / / / e e P / a II a r � / , / / � . / � / � � / ✓ n / - I �
— F d f 6 6 6 f b 6 6 f f 6 6 i 6 6 f f 6 6 f f 6 6 � F f 6 f f } 6 b f 6 , 6 6 f 6 1 6 f f f d . f f 6 6 f b 6 6 6 f 6 f f 6 6 b f 6 / > 6 6 / f f / f 6 d / f / 0 ) { II F l t 6 �
� r . A F / 1 1 1 / 1 1 1 } 1 1 . / 1 f 9 1 1 f 9 1 / � / 9 1 / 1 9 1 / 1 / ! 9 b 9 1 1 1 1 9 9 / 1 / 9 / 1 / 1 / / - / / / / Y / / / / / - / f 1 / / / f / / / , ?' d m d r , d �
�
METAL WRAPPED COLUMNS(TYPICAL) ` ` ` � � ` ' � ` ` ' ° ' � ` ` � ` fi ` ` ` ° ° ` � ' ` ° ° ` ` ` � ` ` � _ ° A � � � � � � A i ` � < � � _ °'
a�
- - v
� T.O.SLAB(6TH FLOOR) _ _ _ _ _ _ _ - , _ �
�� 358'-0" � o
�
f 6 f 6 f f f f f - —
GLASS RAILING � a , , , a � , � a -� �
�
� > � , � , � , - _ �
f � > p > , � � > - �
P f s l F P 1 1 1 J N I < F v v F f F P f - Y i A k P f el � t J 7 1 �
o f ° d O F G P F 6 b ` N
f f d f ✓ 4 d d ✓ f f 6 6 k 8 F R r` i f t f f d f f f f d f B f F f 1 9 d / 1 1 f / / 6 / - �
f f � � ' f f a 4 f � � ! � —
P ✓ a d ✓ / / ✓ / > t 6 fi r / d '
£ V P F F V V ✓ % % V V V / P V d s / / / / / ✓ V A F
J p
1 d d : 6
SOLDIER COURSE BRICK(TYPICAL) � �` � � � � r � F � F � '# ' �
� a > r ; � � � r a ✓ a > > � � � ,� r ,� r ,� � � f e �� r e � r t r i e � f � t a i 1 c
� � �
a a �, c
n
� a e n r r a i
_ �
✓ A f e V �+ ✓ � � r V / V A i ✓ F ✓ ✓ t ✓ 9 V V r d d ✓ "� f e 8 v f d r A V t s -
O �
� ,_° a
{ F f d f } d f J 9 d ,+ f 1 F d f ✓ F f 4 ✓ f e d f l 6 6 - Z (O
s ✓ • . . ,
�.: � 9 A i ' k f f ' F f o P +` F 6 e 6 a , m � 6 ry f ry f ! P f / V i A D —
,; � � r ,; � p o a x ,� r e ; � � r y a �
� T.O.SLAB(5TH FLOOR) _ _ _ _ � � � o � � � u < A _ _ � � � � _ �'
�� 346'-0" - - '
— � v
I co a�
GLAZING SYSTEM (TYPICAL) � A � � p a f - -
� > , F � � � , , , - ao �
N H
f f f f 0 f f f p, F f f 'f N 4% f f 9 A F 9 f 9 0 N d l d ! !` 0 / Y f f a` / F / / f / _ _ � �
o d d d 6 } �s f 6 f 6 P f f f f f 0 f 1 6 _ _- � �
- / 4/ f f F f 9 9 I f f d f f 0 l f f / 9 f l / / 6 9 z
� � � ° s � � � r � r s v d n � � e t e > /
v r a a s „ ,� � � o m � r � ,s � ' a � F a � a � � t .� ,� v �+ � t � r° a w
r, 6 d F r, k� a � f d s 6 F d s k � /� ! 6 f 1 Q �
f A 6 4 6 f f Q 6 6 F P F F f f � d f f b f .a 6 F f f 6 � II 6 / S 6 �' 6 / / � f � �
F ; a .
f J d f � � 6 f f 0 t d � II d f / 6 � �
� t v n � ,� ° ° r � v a f � s a , v v v v v v ` > + 1 ✓ e i � r o � � 0 U
�` f f J d a A 4 d A 4 1 J f ! l E k b
"� w
�
_ � �
_
T.O.SLAB 4TH FLOOR
c/�
( )
�
_ c�
� N
� (�
334'-0" METAL PANELSYSTEM (TYPICAL) a
a , � �• f � � , - - �
f f f f d f f { { i 0 �' 4 d V < 4 f / ! ! 6 f < ' I T
o r ,� / d r F / F G d ✓ R f' / 1 / �
_ � � ,� , f , . r . , , r r � r r . , . . , , , . � � i � a s � � 41
a s r r r e t ,� ✓
f� F / / �` F 6 . f d d d 6 6 6 6 , i 9 t 6 / f F F F F / / d 7 F 1 / �
I d h d I F d M�' 3: v / ,- ., ,a . ; p : k � f G f y a � F b : , ,. . ,: M ,.: v .: � .�� f /
u fi A 6 f 1 '� �° 6 6 f f / 0 � `` f f f f f f 7 b d A F L S 6 �" �' 6 �' P f / f 6 V / s ✓ } �. �
. d 1 d r 1 . . ,� r
6 6 A ,+ ✓ f f Q `' 1 / i ✓ i f / 1 / ! r� d / f f d - �
Q f 1 4 �% F f b i A n _ _
� A B x ° P` r 3 n s �e .0 � / / 8 �
1 z ;,' .• Q
* � r � � � � . l .' r a l F, . v A .. . ! � � ��
( P P f .� $ . I 5 f f ✓ F �.. ,. � +�
METAL RAILING (TYPICAL) � ' ° . ° �
� T.O.SLAB (3RD FLOOR) _ _ _ _ _ �� •Q
��
322'-0" _ � � o
,- F ; s � : -
� L �
= � s � r a � > r s _ M �
� �
rOn � W
' , .. - . -' f f f A f I fi f f F � . �� � 1
, , ,. � � .,� +_: ' :� . , . -: _�' ; . �./I �
_ �"� �. � ' ' �' ��,'' '_� , , , ,.�' ;.. . , � . ,' ., , ,_ ,: ,._; , , _ _ _ ' _
4 4 ✓ F ✓ / ) / ! d F / 6 / F 6 F 1 d ✓ d 9 e� d d a d ✓ d ✓ .,- r 4 A / / A t k a' 4 A 7 '-,' , ., ✓ 7 P / d / ! i / (p
o � - a A ✓ d � e+ d d a d } , � / / ! 4 / / ! / / �
� � ✓ d � ei d ✓ . . , d 1 I 0 s ., „ d ,'�._ �-. , ..�', _ , ,--' . (�'
� _;h.�'� , ' -._, _' � _., _ � a -_' � F 1 f D ? 9 r : „ %_ - a
� �. , . . . : , : . . . : , : �. , � �. , . . : �. . . . y i 9 9 F ,, , ` � , .- r' ✓ ,+ ✓ ✓ ✓ ✓ r' F ✓ ,+ �.,. ,;-, / t f F � t r a r I � ;' =,." J r' ✓ 8 B d ✓ / � / 9 � ✓ ; d ', 3 �; �
�
f { f f f - f f 6 f f A f f f 6 - f f { f { f f f f { { _ _ _ > 9 I 9 f
- GLASS RAILING SYSTEM � � ' � 0 W �
�% d 6 d d G _- I e / / / b f b F 6 � / _ _ d 6 d �% d 6 d 6 d 6 d F _ - 4 6 v 6 d v v � v � I -_ f r F F 0 F P d �% d 6 d d d 6 d �% d 6 - r < I > 0 / / / I i _ _ d f/ / 6 V Y d 6 J A / - 6 � { _ }� (O
F � e
0
A / f,
.a ! ! £ .a £ .a £ - -
6 6 r ! G 6 - 6 d 6
7 t t t t ! / r P i { # f / F t t
, U
U —
— �
a--�
� > � � � -
� � - � � L� v
�T.O.SLAB (2ND FLOOR) - - N � �
— — — — — — � O �
310'-0" LJ,J p o
C > U
, ' . -^ , ,. , ,, I ` � _
.. _ ' I���p� . V/ �/ � +J
,�;.... _�. . . . � .� �.:..� � . ✓ �. ✓ ' . 0 � � f � � , A �: / r � �� �� �.:... .�, LJ �. ���".�� � � � v
_ ,, ,, � . ,� . / / P - � 7
� �' } r - ; a J � �, r a , .; �.-,� f' / . . f ; s r ' �, ,,'• : d N t' . . N I . F ✓ ! 1 F F : � . y : . , p� . . S . . � N , . Y , J . £� Y > . Y V . . ) V, . � t L
' , � .,...,: ' ., . , � . _ ,_I , . . . . .. . ,.-.ir - ; , . . �. . . ' .,_I�,;; . . . . . I-;;,.� . . _ _ _ t'".�' M
� , : �� s r � � r r v � � � r � �:-". r r � � * r � � r v � > '� � r v � � r v � r r r � �� � � � � � c � � � �� � � r > � � � r r r � r r - f e i e i i i � i ✓ r v f - s° � > � ,� � r r � � r � r � � s � � � - - W O
�_;
,_, . , _
, � ; , ,
✓ F V ✓ ✓ F V ✓ F V F ✓ - ✓ / 9 F / f f ✓ ✓ F ✓ F V ✓ F F V 1 F V f d - / F / N F / / / - F ✓ f ✓ P ✓ f ✓ ✓ ✓ F V F V ✓ F F V ✓ F R / / P r d / , e A R / , A r / ���.�� . i n d � - - - � �
I,. I I �"--,. "I " i;, - /�
, J' F ! n p f F . /' " p r - f F ✓ r F F V ✓ ✓ r F ✓ t F ✓ 9 V d ✓ , 1 V ✓ 1 - ✓ 1 V ✓ ✓ 1 V P d F F ✓ .. F F / � � A / f ,d r 4 F r :r ✓ F F F ✓ F F - - A f / / / / / / b / / / . . . . . . . :. . V7
> a
i � '" i �, � � J „� .
a : r [ \ \
/ F R F / 6 / / / / / 4` 6 / / fi - F / f 6 F / f F F f / F �I, F F v P / / v f F F / - - F / f F F / f F / f / / F ✓ 1 �^ 0 1 F F e .. . .. �. s . . , k . _ _ .. , : .. e, r . . { „ .. - - — — ��/ �
, , . . . , , � � ' r . , , . . - / / F < G / 6 F s . / s - p�. _ G / F / 6 ! F P / E F 6 _ b / 6 F 6 0 6 s / / b ✓ ✓ f 4 4 A f V - � C
� —
. , . ,� �, � . �' �� _.,.
_
_ , � . � ��,�,
„ . ,. , „ . _ - , r `,',� „ .< .
. _, �,- .� � �� �
,, , . .. r= .. . . `,,.�. ,_. F . . ; . : : t , . : < . „ . ,: ,. ,� � . . r i � . . . .
T.O.SLAB GROUND FLOOR > r , ,. , � ; , f ; : , , , i
( ) , , � -. ; a > , �. I
, ,
� ; ; ; : „
. �
�� — — : � � , � ; �- = ,
Y 2g7�_p° � i
�
v
� — — — — � — — — — � — — — i — ♦ ^ �
v J '�
I I I I I I I o
U
� �
N
�
�
C
�
I I I I I I I I I I �
� �
� �
� �
. . . . . . . . . . � �
�
L
J O �
�
� U m Cj
w w � �
_ � � w
to a N �
�
H
C_J
w
H
DRAWN BY: _
C2 Architecture �
�
DATE: 05��2�202� a
1 Buildin Elevation - South scA�E AS NOTED �
A201 JOB NO N
SCALE: 1/8"= 1'-0" 1926 �
SHEET: �
A201 �
�
�
�
�
�
�
PLOT DATE: 7/21/2021 9:13:09 AM
v � �
� O N
w � ro
W � �
aN
� � �
o �
� � �
� � N
Z N
� (� 0
W ' �
�J N
� W �
— � Z
IN �
� °
C] , �
� 3 �
W
,� W
Q � I
U
N
0
Q
0
�
F
�
0
a
�
Q
�
N
��
�
w
�
�
�
w
�
_
�
�
a
a N
� U
Q �
H �
� �
N
�
C
O
U
C
N
�
W �
H �
Q v
0 Q
x
a�
v
�
�
�
0
�
�
.�
�
�
Q
c
O
N
O
�
�
c
�
v
�I U
�^1 �
�
W O
Q
� �
^ O
T
10 1 .1 � 0 3.9 0 O 3.9 26'-0" O 30'-0" O 26'-0" 1 .1 1Q N o �
N � �
, �
�
I
� � v
I I I I COPPER FASCIA(TYPICAL) � � �
COPPER FASCIA(TYPICAL) �(n � �
� BRICK(TYPICAL) � �,
� � � �
I ,��z=�=�=�_. .':.-__::-�_==u_u_ __------------- _-_-_-_---- ___ -_--_- I I � I I ! SO L D I E R CO U RS E B R I YP I C
I ------------- r---------- -�_�_�_ ��z=z=z=�==� —==__��_.__�_ :-___32��-�.a__- - - _ (
- ----_���- .------------- -------- .�3�_3=__�- �
----- ---------- -- -------- -' � CK T A�) .�
� �
� �
�
�
0
EPDM ROOFING SYSTEM COPPER FASCIA(TYPICAL) EPDM ROOFING SYSTEM COPPER FASCIA(TYPICAL) o
� T.O. ROOF DECK T.O. ROOF DECK _ _ _ _ i_ _ _ _ _ _ _ _ _ _ _ � _ _ �
� 3 O — — — — — — — - — — — — -- — — — j — — — 370'-0��
_ _ _ _ _ _ -� ! METAL PANELSYSTEM (TYPICAL) �
, .. d s . f � P` / A � > �. } d �RL f �. ., , �. , �
� � � � GLAZING SYSTEM (TYPICAL) �
� GLAZING SYSTEM (TYPICAL) � _ -' , , , , , � � , � � , +,
�
o � A n .� i 6 6 , , r t , f f a , c c n d A � � o � 9 t t d , 6 - � F i f' / Y i f' / r D A f_ _ . B J f � � O
m , - c A t � e . . . . y , � , . . .
— 9 II .a d y �f � 6 6 6 f F 6 F f 6 r % II , r- II — . d , r I f f 9 '- I4'• f / / f 1 / f 6 6 6 6 / i' , > f' d J / 6
� ' . � .. r r R , 6 6 f f f 6 f f f 6 6 n .. � / 8 / 1 r L r 6-.�'��F, �. < II ! / d 4 f' / 6 / ✓ f��I - n 6 k , d f 6 I I (O
- - L
� ° F } A P , ✓ / / / / f D ✓ F f f f � , i d 9 � A d b d v7
— — METAL WRAPPED COLUMNS(TYPICAL) `'F,:�� i METAL WRAPPED COLUMNS(TYPICAL) �
�
_ �
- - - �
T.O.SLAB 6TH FLOOR T.O.SLAB 6TH FLOOR - �'II,, ' '-
�� ( ) � ( )
Y 35g�_p�� — — — — — i 358'-0" — — — — _ _- _ _ — — �
GLASS RAILING - GLASS RAILING z �
- -_- 'v
t , - �
e �o
_ � � _ - -
e
0 0 �'
� - ✓ e �
r r s e
Y f / / f / Y / d
fi
> 1 #
i
<
d F r r P }
_ _ �
' r " ` ` ` ` " " " ° 3 ` ' " ' ' ` ' ` ' " SOLDIER COURSE BRICK TYPICAL ` I ` � 'I{ + + ' / � " + r a � r e a _ � r � e $ e e �.�"• r � : s < � e i < �' 9 � t SOLDIER COURSE BRICK TYPICAL � �
, '� � � � � � r r � r � �
v f R f A f A f f f f F F � F r` F f 6 F 6 R f f ( � f i p f f 3 F / / / f t s - f f / 9 0 F f '�� I > � t i A / / f / J 6 ( � � N
t g 1 a 1 1 /, f - -
� L
r
1 f F f / f 4 A r` f � N 9 } 1 9 A 9 F I Y f / / / f 1 1 A P 8 - A 6 / ! 0 / _ _-� F r' I 1 / 1 I f ! N �
� � � � ', g 6 r
' _ f f ° i - _-_ � U
- i F 6 / - t 4 - � d
t � - z
F f F
T.O.SLAB 5TH FLOOR T.O.SLAB 5TH FLOOR w
( ) ( )
� � �
�� — — — — — � — — — — — � - � — — �
Y 346�_p° � Y 346�_p�� , I `'` � �
_ ''- : ' �
� ��� �- - o �
� ; ; � , � � � � � N � �� �� � GLAZING SYSTEM (TYPICAL) � � � � ' �� ' � < � � > � ' " '-, -,'- �-- r �� ° '� � ` ' ' , `' > � � ' , � ° � , �� GLAZING SYSTEM (TYPICAL) � �
F f `
? R s' f 8 f F 4 f F F , 6 f g ? f 6 f 4 � F F 9 A A F F r` 6 F r` F 6 R f I i p � f F F / / / F /- - �, f � � - I 7 ! i A / f f / ! 6 � _
r '
r
r ()
0 6 0 6 6 F F f 6 F 6 i 6 6 6 6 6 9 � 6 f f 6 1 G f o / 1 / f 6 6 9 1 t _ _ - � 0 -_ �.4 n L V 6 / / i ! ,+ i ¢ �
F
9 F F k
_ r' 1 � 1 1 1 f f � ,^ f f } ,� 1 II � } f R 1 + f f p A d f 1 f f f f ! d _ I/ f h / } 6 / 0 / r �_ - - _ _ i 0 / f 9 6 / 1 d Q
f 6 d 6 d 0 d f F F f f 6 f 6 f 6 6 f 6 F fi 6 f f 6 d f 6 6 f f �` { � / � / f 6 6 d / / - -- � f ¢ r / l - - f f 8 / / / t ! N
9
6 A
i F } i P i i G p f f i 6 i G d 9 p ei F i G p f f i � � R F i p / 1 f/-� i fi / f / i _ - _ ✓ 1 / 4 A / 6 ! ! � �
k k k L k k F d - k
F a F f f F 4 a` ✓ f F f f f fi 4 fi / 4 F 6 A f 4 ; d fi 0 fi 9 0 f / / A d F fi f A A � 6 � '� � F � � P f /
�
� s r r ✓ �
J / 6 A J Q
. , ., , . ;, s e , _
. � . , � ��-' ' S` $ A ° / 1 C f k , ,_ -
�
� �
T.O.SLAB(4TH FLOOR) ( _ o T.O.SLAB(4TH FLOOR) - � Q
— — — - ��. — — — — — — — —
334'-0" -� 334'-0° � Q
, > , : ; : ; , , , , `r' �
` ' METAL PANELSYSTEM (TYPICAL) � f % �, METAL PANELSYSTEM (TYPICAL) � �
R i ✓ .' s : Y F r '� F r' f r F. n g 1' N � f N r' P tr .. �r �, �, .: . . .
. .: . ��a �� i ` . .� , .y -
, - • _
v r r b r v r r r r r , r r r r s r v b v r r r r r � e r r b , m r � < e s e f i r ✓ v � � �
,�` � r ,+ � t ,+ € ✓
f d f f f f f f < f f F f f f f f R f f � R f f F f A f P r a' f I k S f f f / 1 t A / - J , � ! � / / �� ! f i A 1 / f l F J �
o f a a e a „ � � � � R � a � a ID � a � d 3 � s � „ e � � � � � BRICK(TYPICAL) o � � , , , f a e a < , - - r � � r I ''a < � , p � , � � � , BRICK(TYPICAL) � -— Q
� ° �
e a a ° ' B 6 "
_ g II 4 f i f f f 6 f f 1 f � � f v ` f f f n f 9 f f f f f f f f f f I t f f f f f / / / b f f— / f R / ✓ i / f P i A � O
F d 6 6 A d f # f F f 6 /Q f 6 II f F 6 f G F d d g 6 f f F f 0 f � r ! f / i J d 6 F ! I - _ / d f 0 i / : 6 e 6 V 6 / t / / f ! � � L �
�
_ d _
4 d'
f F
S t
0 �
} 4 f } ' f 6 f 6 6 6 d �` d f a 0 d f ' 6 d 6 d ��% d I{ 6 V ? < '� / - i P A 4 d J d /t't �
�\J
�
s a �
a r f
F F S F f f/ f F d J f 1
METAL RAILING (TYPICAL) METAL RAILING (TYPICAL) �"' � v
I �
� ^,
�
T.O.SLAB(3RD FLOOR) T.O.SLAB (3RD FLOOR) I � O W �
— — — — — — — — — — — -- �
322'-0" � 322'-0" � � � W
� v �
� U �
� m � �) � � � p � i � �
F , .
�
+� v
o � , ' . � o I � O -
� I
_ � � � � �. '._ , I
{I . : '^
I . ;
� . .r r ✓ - ? 7 {� ,, r " ,: ,< I( l �, ,_;_ _ _ I_ 1 e ,� i r - b P f i A ! e f 6 .�I� -`.E ! r € �� O
r ,. ;, ' �: r n` r a 9 � fi
, VJ
• � O
. : , - ,� .: .: ¢ .. . f :� d � . ,- . � - ; , � . .� � .� . . � , . , :� . . O
�"=" � , � � , ' � � �,;,� � � � � � � � � � � � � � � , � � GLASS RAILING SYSTEM ,� � � � � � > { e _". - � � � , a � � 3 < F , � - v , i � GLASS RAILING SYSTEM � U v
� ( > � � � _ � t a � � , -�•• '� � � � �' � � � �o
GRANITE TYPICAL - w �
( ) -
- fi.
N
�
v
�-,
����'
� �
, , � r r
�
Z
T.O.SLAB(2ND FLOOR) I ��- . ._ . — — — i — — T.O.SLAB (2ND FLOOR) — — — — — — — — -- �
;. T�
�
�� — — — — ��
.. -
� 310'-0" ; - , � „, - — „ 7 310'-0" — — — — }i �°
r �. � ��
�',:
� �.� , _ � ;
� .
� ,
.
_ _
. , ' � �, �, �� ..
�
�� � �
STEEL MEMBER, PAINTED m � �
BLACK(TYPICAL) � �
o � o - _ _ _ °'
� � � � � � < � � � , � �
- � - - _ - _ -- i �+ s , i Y r i Y - � a , � i � � i � a � - � o
. - - , . . - . . // Af Ja \p _ _ �
- . . . . . - - � , . , � _ - , _
_ � . , .���� a a e ��' ',.
, . � 1 A t b t . t f i .
� � ° � � ���� > > ` � ' - -- GRANITE(TYPICAL) °
b 8 6 6 . f f f d fi C _- I_ _ I -; I , ,� _ I 6 .,j.�. 9 A P 8 R ! A f d ' � �
f F 6 . 1 f 6 fl r - i �, � _ �^ �.
�
/ �/ \ V ' -' , �
/ ; f f f f f \/ V\ f f . � � � ,
� T.O.SLAB(GROUND FLOOR) , , �� � , � � � _ _ T.O.SLAB (GROUND FLOOR) _ _ _ � ��- `�� : ���".�� �� _ _ �
�� — — — �
297'-0" a a � � � � � � � 297'-0° �o
� e 0 b 6 r � f , J (O
a A" I I `
�. . . . . .. . , � . ^ �
�o I I I c6 co
� �
� �
(6 �
J O �
�
� U m Cj
� T.O.SLAB(PARKING P1) — — — — — — — — — — — — — — w o � �
�� 287'-6" n a N �
I I I I I �
�
w
�
DRAWN BY: _
C2 Architecture �
�
DATE: 05��2�202� a
N
SCALE: U
AS NOTED �
JOB NO: N
2 Buildin Elevation - West Hamilton Street 1 Buildin Elevation - East On Broadwa SHEET 1926 0
AZOZ SCALE: 1/8"= 1'-0" AZOZ SCALE: 1/8"= 1'-0" �
A202 °�
�
�
�
PLOT DATE: 7/21/2021 9:13:15 AM
Water and Sewer Report
for
269 Broadway
City of Saratoga Springs
Saratoga County, New York
July 2021
��p� NE�.Y
, �� ��� ����
�;� � �,�' t�� ,�
�;� Z, y �',�,�
' � �� rn w�'�,'i.
.-� r
I�'��`�Z./.�`� `` �C�� ���
��V' r�El5lOn t+'��I
1�'' '?;
�,0 0747�� 'v�
����SS1���
�� ��.
.� �
y,;�w„}� y*�
.;;tf'�+K"°W6`kY�-'N�'"'"�� a'�" � W�Na`�1;�`�+'
�d ms�f �°' TM�7° '�y�.�..��
Prepared by:
� � Engineereng c�nd 1533 Crescent Road
�' `�� i Land Su�'veying, P.C. Clifton Park, NY 12065
_ /� Tel: 518-371-0799
_ Fax: 518-371-082
Engineering and
�\�( Land Surveying,P.C.
WATER AND SEWER REPORT
for
269 BROADWAY
CITY OF SARATOGA, SARATOGA COUNTY, NY
Table of Contents
1.0 INTRODUCTION......................................................................................................................................................... 1
1.1 Project Description.................................................................................................................................................. 1
1.2 Location.................................................................................................................................................................... 1
1.3 Existing City Water/Sewer....................................................................................................................................... 1
1.4 Wetlands................................................................................................................................................................... 1
1.5 100-Year Flood Plain............................................................................................................................................... 1
2.0 DESIGN STANDARDS............................................................................................................................................... 2
2.1 NYSDEC Water and Sewer Demand and Design Standards............................................................................... 2
2.2 Proposed Water System.......................................................................................................................................... 2
2.3 Proposed Sewer System......................................................................................................................................... 3
2.4 District Extension .................................................................................................................................................... 3
2.5 Financing.................................................................................................................................................................. 3
2.6 Conclusion ............................................................................................................................................................... 3
3.0 EXHIBITS....................................................................................................................................................................4
Exhibit 1 - Hydrant Flow Data
L:\PROJECTS\MJ987-PRIME GROUP HOLDING\MJ987.04-269 BROADWAY\REPORTS\WATER-SEWER\WATER AND SEWER
REPORT 9-14-20.DOCX
July 2021
� r Engineering and
\�j�l Land Surveying,P.C.
��
Water/Sewer Engineering Report
1.0 INTRODUCTION
1.1 Project Description
This Engineering Report describes the existing and proposed water and sewer systems proposed to service the
project located at tax parcels 165.75-1-7 located at 269 Broadway in the City of Saratoga. The existing site is
current vacant, but the project site formally had a 1-story office building on the property. The site is proposed to
construction a 6-story office, retail space building totaling approximately 116,000 sf.
1.2 Location
The property is located at located at 269 Broadway and the parcel is zoned T-6.
1.3 Existing City Water/Sewer
The City owns and maintains an existing gravity sewer and water distribution main on Hamilton Street and
Broadway surrounding the project site. The project site is currently serviced with public water via an unknown
water size but less than 2-inches in size and a gravity sewer lateral connecting to Hamilton Street. On Hamilton
Street there are current a 4 and 6-inch watermains while on Broadway there is a 12-inch watermain from record
drawings. The gravity sewer for the parcel is available from Hamilton Street via a 12-inch clay pipe.
The flow rates, static and residual pressure were as follows:
Hydrant#41 on Broadway=1220 gpm with a static pressure of 69 psi and a residual pressure of 60 psi for hydrant
#42
Hydrant on Hamilton =1332 gpm with a static pressure of 90 psi and a residual pressure of 80 psi for hydrant at
the corner of Hamilton and Congress.
See Exhibit for hydrant flow test results and tests were done on different days.
1.4 Wetlands
There are no ACOE or NYSDEC jurisdictional wetlands are within the project limits.
1.5 100-Year Flood Plain
Per National Flood Insurance Map (FIRM) panel 36091C0433 E dated August 16, 1995 the project site is located
outside of AE zone (100-year flood plain).
July 2021
Page 1
� r Engineering and
\�j�l Land Surveying,P.C.
��
Water/Sewer Engineering Report
2.0 DESIGN STANDARDS
2.1 NYSDEC Water and Sewer Demand and Design Standards
The proposed water lateral to the new building will be a 6.0" lateral. The water services to provided domestic and
fire suppression within the buildings.
Anticipated water flows are as follows:
Table 1-Water Usage
Average Daily Flow Average Flow Peak Flow
(GPD) (GPM) (GPM)
First Floor- Retail (17,320 sfl 1,730 1.20 2.40
Second Floor— Restaurant (14,318 sfl 3,500 2.43 4.86
Third, Fourth and Fifth Floor- Office 3,814 2.65 5.30
(50,856 sfl
Six Floor- Office (12,091 sfl 907 0.63 1.26
Totals= 9,951 6.91 13.82
Table B-3 of NYSDEC Design Standards for Intermediate Sized Water Treatment Systems dated 3/5/2014
was used to determine anticipated flow rate, 15 gallons per employee in office/retail. Typical ratio of 200
sf per employees was used for office space. Retail space was assumed at 0.1 gallons per square foot.
Assumed seating of 100 seats for the restaurant at 35 gallons per seat. Plumbing Fixtures will be
specified as low flow type fixtures per NY State requirements for water conservation.
Anticipated sewer flows are as follows:
Table 1-Sewer Flows
Average Daily Flow Average Flow Peak Flow
(GPD) (GPM) (GPM)
First Floor- Retail (17,320 sfl 1,730 1.20 4.8
Second Floor— Restaurant (14,318 sfl 3,500 2.43 9.72
Third, Fourth and Fifth Floor- Office 3,814 2.65 10.60
(50,856 sfl
Six Floor- Office (12,091 sfl 907 0.63 2.52
Totals= 9,951 6.91 27.64
2.2 Proposed Water System
The proposed building will connect to the existing watermain on Hamilton Street for both domestic and fire
sprinkler requirements. The domestic water service will be placed on individual water meters and with a backflow
prevent devices. A Mechanical, Electrical and Plumbing (MEP) Engineer will be designing the sprinkler and
domestic services within the building and will be provided to the City in a separate report demonstrating that
July 2021
Page 2
� r Engineering and
\�j�l Land Surveying,P.C.
��
Water/Sewer Engineering Report
pressure loss within the system during the building permit process. In addition, the MEP engineer will be providing
the City with back flow prevention report in conformance rules and regulations with a completed DOH-347 form.
Based upon flow characteristics of the existing City water system a water pump may not be required to meet
domestic and fire flow requirements as theoretically the water pressure for the sprinkler system on the sixth floor
would be between 36 to 50 psi.
2.3 Proposed Sewer System
The proposed gravity sewer lateral will connect to the existing 12-inch gravity sewer on Hamilton Street. There
are no known sewer capacity issues in this area. The existing 12-inch sewer can transport 3.08 cfs or +/-1,380
gpm within the existing sewer pipe (manning's equation 2/3 pipe full). With a peak sewer rate of 28 gpm this
equates to 0.08 inches (less than 1/64 of an inch) of additional flow depth in the existing sewer pipe.
2.4 District Extension
The project is located within the city limits, and as such, will not be required to extend the water district.
2.5 Financing
Financing the proposed water and sewer improvements to the site shall be born entirely by the developer of the
project.
2.6 Conclusion
The project water and sewer demands will not impacted the existing water or sewer infrastructure.
July 2021
Page 3
� r Engineering and
\�j�l Land Surveying,P.C.
��
Water/Sewer Engineering Report
3.0 EXHIBITS
3.1 Fire Hydrant Flow Data
July 2021
Page 4
� r Engineering and
\�j�l Land Surveying,P.C.
��
Water/Sewer Engineering Report
3.0 EXHIBITS
3.1 Fire Hydrant Flow Data
July 2021
Page 4
�.� ��� ,�� �� � ` ��,��, �'�.
P.O. BOX 5D8 BURNT HILLS, N.Y. 12027 (518) 885-1115 FAk (518)885-Q526
HYDRANT FL4W TEST REPQRT
LOCATtON: �l����/�"��...��r� ����-,�=��.
��` �� :�� ���L,r�C�S
TEST BY: ��t,� � ':- a�.�'����. v�.�`��:;C�.: �.����:��Y�
� .
�
�� ;:'_f JY`"�-'�.��r R?..'I.
DATE: :�'� _, �,�; , , '� TiME: �`��� �:� �� � `.
TARGET HYD. LOCATION (g) `- - . - ,�-��,:� ' _ i�j✓u -�' � .:��>� `"',:�
TEST RESULTS : STATIC PRESSURE {B) ���' PSI
RESIQUAL PRESSURE (B) " ' ' PSf WITH �' �'° � �� (A) GPM FLOWING
RESIDUAL PRESSURE (B} PSI WITH {A) GPM FL.OWING
FLOW HY�. LQCATI�QN (A) �
ti� �:
1} PORT FLOWED �A) ,.��� DIAMETER �-G'
2) PORT FLOWED (A� DIAMETER
3) PORT FLQWED (A) DIAMETER
r��Y� y =� �"_
1) PITCIT or FLC}W ME-TER`RE/#"L���J{� (A) � �` PSI AT � � � �� GPM
2) PITOT or FLOW METER READING (A) PSI AT GPM
3) PITOT or FLOW METER READING (A) PSI AT GPM
flUTL�T COEFFICIENT USED ��$�'
(smooth 0.90) (sguare & sharp 0.80) (projectir�g into barrel Q.70)
�;. �, ,� :�
ES7IMATED �LOW AT 20 PSI �' `�- `� GPM
LOCATION SKETCH ATTACHEQ ? YES �`�� NO
��4� � . �` °�y+`_=:l�:r �, =�* , �a�� � � � � •-�-.. �-�
���i'E�1� �' j.'�7'^�j� y� � �• �!� ' ��� �� �!' w
- 'f �" !- �'°". '<<�� �����. '� -� /�/ `� `�� �...�� .' � •�
� , ,- r . ♦J �;_! `• �.� "rs:� �,� ,,� �+�! .,�'� '' e�''�' �T41"'!� « ~.+.
� J � �f r� '�� �. ~ ;-� µ� ,ti ,
�-� �r``�- �� / � s y�. � -�`- a�� ��` w�-� �, `'�• �`;t�a
/ - . - '� �r . � � -s� �-;}-
'�.iJ .` I� / . 1'I �., .. V ; . - ,. 9`r,.
�� L,. -._ , � .�;�- � �'7^ � , , � , �..
�1� �. �l � � � �. ,r A� '� _fr� ��`rr� ' ,r �.�.�'4. 1�
� •'q+� , . . .�� 'Y � � � r - - , .�- �y.� ���.
�l �'1 -- �'v a� l �'` �j j` _�' - . - .�` �.�' ^}
- � . �Y�,.. _ � �? •��, r - . � ..M - � . 'A-� P� .r.
�. .� �� :� -,: . : � _"� ,-t r=_ - ,� ,,,.
k - f3T � -��-•� �„� i y��� �- . •:.;�.� ' �� - -
t.. . � '+T7�' , ' ' . � ��"'.�,L ��..,.� � � � ��
�, 9Z'?� _ ^ � . a._� 'a..l- � i
.s
. .' _`
.
.
k¢.� ��_��j.
�[l'�+�'_!.i� '' ' I� � .� A� ' . ' , . . ^ - • y. � � .
•
'. `� \ . -
:.
� . �. +'. _s — , �. � � �
.
e .� .� � � �, y � � � �. ��,r . {.. . ,. _ ���y� " ��� ..
' r;; . ' � ' � �� � _.� ,��• _
�� F .._ / � :i� . , • ' � .:. �- � ' , �•
� _� � �y�s '�,
�A�� p . �-�- . , '`�_ ;;, `.�.�� - `� � "' ,� ..-�,��ii�,��.
���� a��' � � ' � r . �,�u�1 - .' t ,�'� � r r�� �
'�'�a �� � � _ -� , -+�, a = i_ -�"� _ • --e ' - � '� �a�,
,� �r f ,; �� .c,�' . _ �� -��*f e.-., ..�@
�� � P%j+N. ` 1+ y# �Ct ` _ � '. t �3` ���� ..�' .
`. .'�y� r .�,�' �,P�, t. , `'' ,�` y � f. '{- - --�-' � �`��
E�� ~�4 � t�. � �fr�� d�.t , It ,, � � � '� � - a "-� ;- ;.
r .� l� �. .: �" �:: � ,i�== � ��_ -t� ;/ -S4 �.,��
c . � - _ J� . � :. � -ii.=; • ' �
.1' .t�� � 4 �
FQ� i r f +!• ` . •^�. ��r.`� } • -"� h- R �� `� � t 1-�,
� F � � � � �. d�• .,�_, � _ i s,���_
,� r 1
� �' . _ +.� -.^ `. ' _ }� `.�
,��J
.} ' � � � ,� ♦' ` �' `�.. � - \/
- �{��1 . f . ��_ F ,
� . '��y�+ -• - ! _ ' . .'��
�ll�����t"-f.Y' �1r _ ... y r;'� � � � _ -' � .
R � � •� " �-��� 11 # �; ' ./4'�_ ^
,. �f
�`,,�. • � � � �# � ., R -_ -;4'��-�� .. ��r���� - _�
• �� � -'� . � `..� , - � :� �� -
� . � ; � _ _ - '.
, � _ � A :.�� # ' , r '� � a'�� �ry�.� �
;�� _ �.;}��. JII� �► �. ��.'�1•. �R. .
` . � .+.'_ ! � � � S � "� .,'� '��
�.. � ^ . ti-. .� , � # '�,'�k,��
���,t'1�'.4�� -� � 1 , y +`#- , �,'"� _ �+'
,���'��_. � „, .�. + � ' � ,�n� �+r�
,o �� .�; 'w* � s '1.�
� ,�'� � o� ��.�;�� ~� �� ,�C ;� � , .
� � - __ ;� "� _ �,�"6 ..f a`�°k' _ � s
� � - -
,, � . . �; - - ..
f1'� `1 '�' ' - . _ �'' •
h , �, � �, � ° '��, ,- �� a �`.�. , . � �'_'•�
/..'; _ • "•• ;;�- �+-.
:� a ;n' . �
� �,�F ^ f_ ,R.ti� _ � ` _ * � �,_t
~ti .v .�f ' "c�'"�—'�, � . ;�`� '* . '`�-, .,� r :�".
/ � � ! \.
• "`;i� ;"'•i� �/ :` - �- `ti ai� �w
r��� v*� �� t `''� �t�' `
� � �� ^ h f(� ��'��P ' l,� . ~�ny, --
�����9 - t►`i�,� �ir �- � +.� �'�;'.- . . � j
.,jt `� � . �� � �h.+� � '. �
� �, � � �' �. a \ � , * .. _ - �_r•.,;�.`y� - /
`7�' < " �` ,(��� �.~ - �� ._ � �" � �
� � ��� , � L.-�� Z � � � ���"- ? �• Y �"
R _ , i�i � a�� r o'. �" - i . - . I�� �
r, .;;� �`� , . ' `� "'r _ .°t� .
w4 � �' " � * "� � ! _ � .� �,�['�: _ i' � r
' • � ' � � �,
�! r. ` • ,�-
�i�'`^s . '� � �. 1' f�/� � � `�`S '� 'c - s-`= �.
- � � ' j� e �� t' , f� t� �,��� � �-���. _�;
} �� �+ ,E+� s: -,� �i
� �f� �° � �y �� 4f �
�--� - - I . . ` �
�h , �_ .. �2 ����5 ��• ` _ 9
- ,�: /f' - _.� ,'\ ��y. `� � ��L�.f
y:'.. � � ,�. �i + ' .. 'Y� � �... f � ` ��4F�`:.
- � .� �. � : �- :•- e. . «. .�.'�„ � ♦ -
' �`�.�-�-��t_ ._ ' , �-�.. , -. ,,, .�., `_�'�
'� , _ '� � r �` C -�•- ��.:� , y� e� � .�.''..��`�� � _�� .�
,` '_��A� A ,��w �"e�x`��� �- ��� �` �o, ;�" " ;° , .
` •� - .,. - '+ ,�-.� �s t��
.4��= .�° . -c �„ ; .
-' •�~� � � • r � '{' �` � ' c3? � li •
��� � - �� -� . ;�.
.�s �• �.'• ��- �' '�� �. ,,�tQ, ,2 ti
�� _ _
PRQPOSEC� QFF1C� �I� ILDING C.�—DESIG'NGROUP. COM
,�"
�C�- ,-F`".
'L:.
..�,.� - .. ;"t��.
. �'r:,'�3,�^
�" . . d� ,I 1,
� . . � I , �i'\�: . i _
-- 1� ��„^�14.. _
�g_ ,� ��� �� _
$;. :� ��.� .aa— �� � �� ���� u iiii��
✓. -)� �4rs ,t;� �t_ + -� ��' ��� 1 ��/ �
. ��� ��� Y � � �� �r �� �r �� �� � ��
� . .� �T ��45� . i� '�� ��� �+� �� �� ��.
� '' � � � ,�
�� �:� � � �N�� ��� __ :�� �y:�
:� .�.
::, � � ��r� � �� - - E� �
r = �� - - � �
f � � N �MM ��
� ����� � �rM M - �; 'q
. . .,u,• � .�.`.�. . l 'S\:�� .M�� - � ���� :�. ��. ��3
����y a`n't� � _ _
i � r.
� ��_ �� �� _ M�M� �� �� � _��- y
�
�
� � _�
� ` � M �
. _,z=
� ;� ,�� ,� � � _ ���� ����� �� ,!. �■� _-��
� r ' -
. � � i - � \ `.�
� # I � ���... - � , , ► - .,'`�� '�.
. � � ..�- _. - �� ' ::
� w�
�
� ��, ,, � r � r� rr�r� � ��� ����: �� ��,
� � ���� �� � � � ��
.;,.�5 - �; � ��� w�� � __ � ; �,�, ��: ;
I � r �r � �. �
� � � � � ��
,��.
.� ; ���� �r�r :.� � �
.
- �
�� �
����r ��� � � �-�� � ��� �� ��� __ �,� �
t� �,� ,�� . .� � , a� �,�N� t� �� �� �� � :� _
,� �� ,,�� 1, � c s�� ,� f 1■ N � •: �, I I �>�
���� ,�,. � � ��� ,, _��, �� f �. � � ,� �r�M� r N� � � ��� i��� ��� _
.
�\ � �� ;7��# I� �� � � �,� � � _
` _
� ,�� ,�a��,� I�,. � ����� _- _-
�
. . '' � ■■
, ,, ,, � .:.� , , �_ � �� �I � � . ,� 1 � ���� . �.. ,, � � . ,N� � , ,
T—r� .�
�rx , �, ��� ■ � 'r r �"���
, ,,
��9I �
..:��}l l�� �,. i �/� � . . ! �' ��~ � � r r � , � � '. _-_ _�' ��!��� .'� ��� � ` r�__ . � -� --
-. '� 1 ,,^� �'.• , ��. � - -._ _
,�b ,.,�;�G�p� j � � �1 M ; � � � � �__� I _ #�"
-
-
,�i' � =+ " _ _ -- �--a.� _ � - _ _
, � �,��T � . —.� ,•" h , = L ��� - - —r_
� u.::.
_ _ _
.. �,
,�
_ „f , _--- '�. = - —
_��
_ i -- �_
- • � �
� 3� 1
; � ,1f,F - � _. .
.. I f - '_ . - _ �_�
.�_ . ' ..'� � ' ��1�� �� _ _ - .-. �'�..��__ -
�t�'� il __-- ; � L • r � - ... ' _
�;,�uL` , :� �q�b��;�� . �� , � �' �
„_ � � �� "�� ���` � � _�
,. �: � � �. -
�
�,���� . , $ ' ���� __ _ ��9�� ■■ � �-�`�;
„ , e_� �� �
��'����, :-� �,`I,�; ' ,� r , � ,F�4��},,, _ .`�� �� � �� ��11 -
,� �- - �
� !� � i
,�. �:�. �p..i �:..mi� ��f: y ��', i�.!.,{r� ,-.. � j.y, . ' �I'� I�' � +� '� .� 11.-
t... � .. wv4 �� � . _ .�.
���fi 1'i1�P� . ,� � i. ., . �ij ���.�.;�_ �- �I�
� , �� � ,� �� 1� I � � �� !II ��I � � {��,
- - � �������
� � ��,,� + •• • � i _ Mlll
�„ , . I I t '� `"� _
, . � , � a !�� —
r, .��rr • _ � ,�' , ��
a� � �, � �� 01 �� �� ��� �� - - - !_. � _ - — — � --
� '�� �� I
r� ;� . �� • �: - '
, . �: -
� � . _ -- - -
.i. . _ ' .}� - ___
.. , . . _ _ _ . ._ ���
_
��. , � . � -__. - ___ — �_ 'i_ I _—_ _
- .
.. . r .. '.�o
�
"�_ " .� : ' ' 4,� ._— — __ _
g . , � �,. � � i ; . -r- • ___ _
� ._. _ , �,. ` I� � � � �� ,
".,� E �� ��� � �
� , � �
-- ,�= � � -
� _ :�
�. . .
► ,
1 � -
, � � , � �
. _. .
f :
��� ,� _� , � . ����� i.�i i� ' � ;
. _ , ..
:..
. .
, � �� �� r �Y�_ ; :. �' ; � ,L� �, � ,� _ c,
W �;, a
�� . � �. • — �. ,�
a �
- .. . ,
s,� �� - - •. t'- ,� - � �-���Si v � .y, ��
�+- 1�r ' r_-a--
�I �1Jo`1 _ + _ ' ,1 _ �' -- �
i! � '3� - _ _ _ - � ���# - - .., _ _ . .�,_ _ � — - - -_
. -. .
; ; I � � � � � f � .
1 '� . I
� r . . 1 Ir � _
P,R�POS D QF lCE B � ��� � �
I �
. _ � _
� ! : I ■ ._, ■ � � �� .. _
�r �
I� � � I ■ /� � .. .. . . �=.J�ULY ZO, 2
� � I ■ � . - , _ .�� , - -
� � � I ' - _ _ T' - -:r.'-
� - . � . � . . :_,��a._�,�,.'...�--- � - -'- . -_ --.
r � � ■ ■ ■ i _ _.�--�. — .� _ - _:�
. �t - _ ��; �
� � r � � � ' �_ : � �r � .�.—��,�,,,a� - ..�_--`�,.�.- _ _- ��-�ir"`�.��.�' . , . .
■ � I r ~ � �� � '`�`-=�' _ �= --n.-�_'y :��- °�-�
. -- '
� � - -- . ` �' �
� � � � ,--��~ - �� - � ��.
�,
., - �
N � � � ' � �� _ _ -_ _ _ _ _ �-�=='
,�r� � r � II � � �� �� _
� � �
�
���� � � � � � �
- ■ � I
_ Z _ �
�
M
N
� ■ M
1 �
. II
_ .
r � � � � _
.. � � �� r � 1 rr -
� � 1 r � _
, � � � � � ,.�
�. �� � � � �,� � ,� , � � r �■ ■�''��' "F'�� ��"
�,� _ � ;� � � , , ��► I 1 I .�� �,�.-�� � �t� I�� - — _ �n��„�,,,�.�L.
�►
.
_ ,
�� _ --- � '�� �, �� � � � � � i� � �� s"� ' � � �+1
�� ����-" r 1�11 I
�: �= _---�, .;�' °� � E, � ,� �� R �'� � � '� l'i � �l I�����i[ - - '�'i� �■ � I i �� _
�`s�,�a���.�� ��, �� it ��i ■ r �� i �� a � �� � ��° ; ' � �m � 1 �1 I I�11� lE�-•— � —
� IC ��,
�r �F' � � ��. 11 I i 1 � - ■�
� ��� �1 �� � 1 � �� � � � � 1 �� �
'1 �
��b ��
��
,;
. _ . -_�
_ . _ — _ __ _=- _—_—�=—��z_ -- - - -
:_ . .
��r � y .:. � - —
. ; �� -� � _
,_ .
. _M,-
. ���
o- E
� ��'' �= � �". :;il J
� I
. ._- ..� « --
. , , -
. , _
. �-,• . . - =r : I
� . - _� i �
_ ,
. � . .. _ I
.. . �. _
�, _U
�� : �\ . . � �r: . � , f --
- - - Y., , . � � 51,
,. . _. . .,_ ,.
n� � , � - s, . f�
�+ Y'., ° � _ _
� f' l..- -�.i �,, A' ,�.. i 'Y .
..
.
ww� i1' �. `�:1..l.Y�'lo-�. � �'-� 1i��• . -- y�+ ����
971_ �t �;,���1'_ ,,, _ ..! y - '��✓ -,a'°L.
��.�'� } `� _ "O
. i
s� y
3 .
;(i
„ r �a
. ��.,, ,,� ,� r .
": �•K{��%ry- 8�A J ��.'.h :•�/ � -�� � ~� '4� I�.V/ ``�
�-
�:`. .K. .: .r.� ...- �.' . . � �- \'
' � � .
' - ,�' � �=��.�_ ,: :: - r,�:-
. ,�
_ , � . ,`
. ,,. ,, , .- „ . ,
- .:
�� , _ ; ��. �i"� ��
. _ �
�' � �
� -�" , ���'�.�
_ +�J, t.
:,; y�
� ��'� — �.
�' ----� �`�
,�_
'3;`�_-.;.�.
�� �'~�
� _ �.�-� - � �
�-� - . _ -
,c_ 'i'G i � ,.w t
� � � �K- f'�_ . ' _
�� s I � y`� �r� t�-'" s� �.Jy If, "`S� •,'u���f' an���'�.,�-
�z f f�=T�'�s � �;'i``�.��.� - -y.y Y '"�*- :t;,a �.
. � Q�, j �._cr- �-- �i
i �-
����. �. Y � � � ;c_ -�.3 -'��_
�'- �� �/�_r y< <s���. � ��"�-�-
�•ri -%� -i- '�v- s' � ��
r`� '��� t!��l� �' 7.r�� ��� '
j� ��6��jy,'� ��j � - � �"j�y ,�,r �4
_�"�`��� �f�- ��';� �'� �� �f - -;�..
��s r .�' �_ � �; '''�.�
�; -� "�� 7
� - � �- �
_ ` +�'.
_ rr f ,
�w
- .¢ �--�. �.�. �.. -
•
:
� �
� / . _ � +/ � Y� ' ��� �,.
/�� �� =�i
/ � as,� =� ` ' .
� '' � =.� '� ��?$�
W _ A —.� 34
M
i� , � ��.���- � �t
i, _ �i-.��:
1 .��s+�e�! 3 �/x:�
' �'�s ,:r a.�"�ij�
'�"
� - �'" f 7,
, _ ��
"_� � i�
_ *��.. .
' �_
q��.w
'. � ��� �.P_�p
� �� _� � �e
'�. . . . f�� �d��5��-�-�.a.!�1
I � , ��' � .. ' . .. .4i ��`7
.... � ' � :_� �l . .,., ._. .,��'�M1, �,�'�`�'`'.. ` .
_._.._�� :r_ �l': ^-='�f "A�`f � � e
t�. �,fr -,y� ��1r ' �/°', �—'-'�`L���
7f���;� ,�.��� _� Y
1 = ;L;�� ..+� a�� �.� ��� :.i•j��l''_
.
a
i. �, �� ... . _ SR'•�... �,a.�'��� ���i'1n ' +��� ._ , .¢�
� � #
-. � ���''. � '�� �-...� �.�^yi`C �,� � �::i � � r.-
�. � � �0.... ��'��`�7 ,� �$r���� �!w 7�.� �* ���
:: i�� •r`���'x�a, s � _'�"�A,� �i'.�'J .� ..,� �b�, jl� `�•_.,1. ���K �
� � 9� . q�"�� . wyR�'� y• ,_� �• �'-�,. ��`' ',�}�'t ..:.��i �� �` :ur 'r.�::
f �� tr
r . �,;�'� .rr�..r `�s� , 1` \ l'� � ' +�, � .�.�, 5���4^# �r � , �t��``�,�i. �� �J- -
, t '
A,..
� ���� 3iA. .�, � - ��� � �/� �t �. �
� `1r' � � 1�.�'.\ �� ' � � ,i i��
�� � � i�� •�p,��� _
�
.. -' _._-�r
��►Y. , . , ^. a�,c ��"
�. a ?!. �''
, �-_- , � �..� , .�_ � � _,..,
_ .
�::_„�r�� '� _ � � : _� - , _
� �:, ,� . ;` ..� � �H_ �'��
�` ��: ,�;� � � ,� .
--�� � .���,�' � -��,
..� ��
�- �� � ,.,
:. �. �. . :�� � ,. �..
. r _ � _ ; - �� �_
�' � ' �
��y � t --
I�. � . -,.
� �
u � �
'� , l�., . .. � . , � ...
`
, �., t � Y �£Y ' .
F�`�'y��8!�k;�'+
:..
; \ , �
� ; i' �
. � ,�F yt�*,.���*��r� r :�p,y,,...
� ' .� � .. . - . �x�,'.y Y .A . .
� , h� } -
` ..�';.tL �M i,. e
I , �.. �1�, ` �'�'�-
� �4 � ' _ � �� ��� _
i:.�. � . -=���� .
,. , , __ ..... , .. ���e material and ldeas contalned In thls document are mnfidential and are the proprietary property oi C2 Archltecture, PC. 7he materials and ideas shall not be released or otherwlse made available �o any thlyd party, or reproduced in whole or in part, withouT the express wrltten consent of C2 Archltecture, PC.
� A` }
PROPOSED OFFICE BUILDING C�—DESIGNGROUP.COM
<��_
�_ ,�:;�.
�-=�
Zw , �
! �
...<r � -�� � ���� -
1 i �� I r
�� � �1 � ��� � ����
.. �� 1 I I ✓ j '��.....��'� I 1 ' 1' 1 � .
��'���,.�=/�il �1�� � � 1 '� � �N M� ',
aI �� ,/. Y, � ��II y _ � � ��� I�� � � � �
, m: i� �� ��=��i��� � - �' �Ir `� I �� �� 1 �
,: . �� . �o��� ���� � � I � I �
_ - � fl i == - � � � ii r
- � �� �-_ � � M � � ���� ��� i � �, � � � , .
- - � � � �M � ��� � ���� � �, � , �.{�, :
� � ' � � r� � , � � � �� ii � � � � ' � ,�,
-- '/�..�� . �' �� .._ �� y� �I�� � , ,'�� r ��' . � �� 1 I
�� i�� -y ,�� � i .�� ��.�� -' ��' i� 11� ����1 r����� � ��N � r �p � � �� ��
� _ � : ��w� 1��� 1��� � � �y. ;�
-- � � � � ,�(I �� ��� � ��� � � � � � � ��,, rl
� � - ., �I ��
�� � � — � � � � � i � �� ��
� �, . �
� � __�.��_ 1� = � -_ .�
, s � i �:. _ � N � �=u �;. I I 1 l ,�II�� � i i
� � � �
�f ° N 1 � � I
. � �, � �r, � �� N � � � 1, �� � ����� r� �� i!�
�. � � - �r� �
� ������ � � �.��! � - � �� i�
� �i .,� � ,�� M � �� N � � r`� � ���,E � ��
, �,�� � -��� _ ��, � � � � , ■ +� ,�- k y; � ����u��rl
'M i = + w � � � r ' r� ��� � •^ lyrf�� ; ; - i� ��l �, � 'I ���' �
i�:=' � � � 1 � I I ��� � 1 II N� �;r " ' � ��� �������
��, � � � � ��� ir ■� r �,_ �, � - ���� ��.;� � �I, I� �i �
� 1 �� ; ` ; ' p- � �`� �� .� � �I
.
, .
� � ,
.
� ,I ,� a ; _� �,�� ,�� -< ..
I ' � ' � � �� � s -- I��' "�r s ��a` '�'F-
,
�. �- '
-.�
_ . _ _
. � -
�' ,��'� , �
�� �� . . ' ..� ...: 4� �r w ��_'�` .. _
k � `
�� .
�-a� ,�jE" `r�„ � ... ._ .'- '�. w '�S i
_ _
���r = �_' _ _ __
_— .
_ _ _ � •�` �
� , � � - � � �
I !" • - - +� � -
� �- �
,-"�: I � , ` �.'� . .. ' �;� � � � � _
� I ��.
w . �� � � '> • � , — I ' _ �,� s-
_
, -. �
, = s
"� s�.s ' ' , � * a�: _ w, ,,�. _ _ .�
� -'� � �y-- 1:,���� - i ,'�� ,ti- _= I,l i wr �
_� `i�. i _ =,-'� _ �..•'�. v
�^' - •, -
r_6 �' - ��_ �'- F'
` :
,
:.. , _
�' - � ��`� :+'�*r„ sr �y '"F � - i`��-r � i il
- ,
-
j l
:'
. i
�.� . .
_
I � h' I
�
II
�,
1��� � �
_ ,.
. .. _ .: f :�— ��
_ . , � � �
a.. � .,. � _
�
� , �. ., .�
w� �.
_�
-� . ��
-� �
._
�F� :�� �
�
-�.� �6. , +�. ��•:'-
,�'
�
�•_
�I�..� v;
� -�_• --— �: r
. - � •,.
;,
, , , _ e L
w
— Q :` ,�. __
, � �� � �� , — -- _
{ � I'
1
. ,
, „_ y
. ,. , I,,• ,,,
; . , :
J � I 1 f �
: r
_
� i , � ��, _ -
« <., . � � ��
r
< �
: : : , _ ;. _ f..
F �-. _ , : _
. �
. t
, .
�� '.s . , r. rI � � V .� � +. ... .' . .. . � . ( y� � �tt 1's �d �L _ � i
� �'
,.� � �. . �.> . ��� ,- � �/ �-�
'�i
• � , 6 � J �-.��f r� � ,�_ � _ _ �
.. : .,,, � � .��_ � �
-�
, : � . ,
�i
���
4
, ._, �
:. . ���; ,~>. �Y � '' +t'� _ -,� � i^`� .�.
__ _.
• � .,
w �_ ��a L :' 3�� � i'_,;.' � — ' -
� �
� -_ _
; _. _ - _
•- - _ .
. .. l ." �,'t
, _
i: _ � ,.. ..- . . . � - �
.��� . ,.. ��.- ,.-'� - _ : �� . �" �- _ . ... -v - -
���•�" �,� J _ - _ �r -- - ,.'w }t�,.,rl � ti4,.i�.. -- _ �! � +
• • •
� w. } qi � �f I - , _F, -� � ;� �
- , `
� ..�f �
.� l, �d* a . �, / „. _ —
�
„
. ,
;
.� . , � ,.:y..R� . �., . ' s . #G . .., _-/ -
�+�^ � �. ��`�e,-�,. �,� '�
I ' �� w i�: d' � _ . _ :�"
-��:<_
�w ,�,,.. -_� .•1''
-;;:
.. . � .. � -. � . � ' .. _ .y'3 �/ F -__ _ ' -_
� � � f � � —;�.:
. ��
r +��+ �,. ��, ��t' `rr i _ ` - �``� � ;� `� �4 - '.
;�'ts�" ;� ' ; c � , -e,''_ _ - — r ��� �,�',
�
�
'.
, , , a.. ,n . .
. ,� . . .� 4a..
. ,. - ��� �� *:_ .'i h ., ... � �.. M� '1� c �t. .:��
" .
�.:
.: , i - . �� . . � � ■
.;." .,,,., � �)j,
` � �.. � �� , '��^��� ��.,� �. ���- . =� . _ ,;� �— .._.. : _�`._ . - . ,`���`.. F i,�` ,\'�1� "�'�\.l, L V C�--�:, �
�
_ 1.
.� ;� �.�f �� �
a.�. - �� '. w... �
,
�� ,. r a' . i�� � ,
,
,
.
�
_ � ,� ;� _ ._ - .� �-"0�
� �
-�"_ ' . 1 .= -w . f .� ..._._
.. �, � ; � '� .
, �•�
k. w 4.
� .� s . :_'. ,. - _. - . '
.- ��
' �..�' . �'�� - .
t .... - ��:::: '. .� ���' !_*
* . :,. : � ,y, . ,. ..' . �- . .. . . . �
- . � - ' � . .-e ,. � {,. �;�` 3 � � .'
r�"�F4 a�`
� ' . '` ' i ' - ,/,4
� � .. '': .i $ '.� � .- �
' °. .fe:. �- . 'x., + . ' '
- � ,� '�.: ' ... � - Y .__� �s�;�� f�... -
� �
� �
, .- � '_
< .+ �
i`� r
i ,.
. • a
, � . . �� . . � .• . . -
�� j �
,
, � �
� , �� ��
� � .: �
. .�,
y
, . },
,
_ , — �
. _,
�-
� .�.�,. , �� � � � _ � �/' ��.,,,�.� �
� �_, `
;
`
_ � 1 .y
;
_ ; j � � +'
i.:. �,�
, �
_-- . ,
,,, . �
���. -,x-_ l � _: ,: r x � � - - f1�
.:. --� '1�aL,
�
_
,
r�m�`�� � �� _ �
� � � �" -� �- �°� ��; ` -",. �r
„ a ' '
,�_.-. � � ��� , � ,- _- , . ,x, .
.
_
r-. .. ��,1 ' �.
� J .� "'y , �` �-
� �_-- � - �� :�� � � �� � �.
� � �
,
':•- � � `� .� _ -�
�,
,.
,
....,,
�. � `.T �,�� �- � �, f . , ��
,, ..
� .
' �'�. � `
f . ..
^ �� � ~ ,. ..
� � y'' � . �. ,. �. , � R
-- .. ,� � . -
, _�
. , F�
� . ,,. , � �` �. .i�
� _�
: , � ' w
— ., '" - � �. 71 ;'' / /
,_
,, , . i �
.
,.
-
<.�,; � .i^s=.-�` ..�aw . � .� �.. (J� �� . . ? �^�.� � � +�.
� �. /; ��" ��
.yx' . �Y '. �q �. ` ._ I ",,,�
nt Jr v �
. . .e .
e
�� ,.. : R ,. '�. �. . . ' .
� .
� .
u
v
� �' t
-. _� � " A
�/_ � . -. ..� �� � r. �.. , f _ .
,- i,
� �
R,.l . G �_X � . _ ��, lil�. � ' � \ § f � 'Ti.
_ . - . � /�� . .
�.
i �
.s :� ^"'� '�: '
_ �s- . , '. . .. . . . ( . .� .. .i1� . .-:� .��. • Y�� `•.. �- . �
�� i r .`�a ��,�� , � /- .
" `♦ �� `s'k. $i��r � �p m° .,!' ��' �
� 3 + �
� .'
� y
. ���,b; � �; � � . : �
f , �
�, � ��� �. " � � �� ' '
,
_
� '�
.. . , . � . �. . ./.
;
, �
,� . -� � �:, � �
w, �, , �� �
,� . ' �,
,
_ „
� • �y �
�� »
y
� � '` � �, v �
�-
,
�,. ' . ,. "' ' �., ,.
�.� � � - �
,
� � . .
�l Y4v:
� _ � _ � �, . � ��,F,
� _
=� �.x,r
� - _ � :
;.
_�� � ,, , 4
�
.
i
,
. -,, . , �
� `
_ ,;. _ � .:� _ � , � , �.�
.. _.
� .` '. � 1 . ,� �� S - - • � .. r .
� ''�,,.�---�_ :�;� . .
_ ' �
„. . . . �.. .. � , I � � ^.
�. ��::.� �...,., f ,. . � � . I I '., • .. � - . . .,�r
„- �,� � � ���� �'f -�K�
:.. � �. � ._. - ;.._� �<
�
.. ' ., --. t .� �l +.�:4 °� M�
�_ . � . � ti . �,
.
� , � , � � , � s �. �� �.
, �
- ` �
,. _ . i � � z z : �� � �&.-- ,,,
„_ s � �' ¢ �
� .. �..._. ��` .,��� -��..":�.,. �:4 ,., ,., :: �� 'w.y !� y �F�t��
.r-- _ a . � . ��. , - _ .
, _ �. ,� -� A � ` ,�.- �.
,�� �"
.:fri `'� �- �... -� �a. �'�` � �.� a� \, :�� . � , ,f,. � . - ,.�,��� .
� „r
�� a, �._ . . , ,..
s � ' ��:... w '
�
4 J . 1 .. � . � . 'i:
�'� �\\\\ `. ' � "1$4
Tj „ a
4 ,. " a
� .��c 1' : � � ��o � ���'
' • .
� - � � ^ ,�� ��; ���� l, t.�
.
.
�. � � - ,� ' �
::
��. �..�. ,� � �, ; ;
, � �
� , �. ;,, ; �a� �
�� � . ,� . �
� � . � � t- �
- �l , y�. ����' �'� � �.
, ; .
. � -� - .. _ . � � ����` -`��' ^:z� �, ! _ ��` /
�.;.
�
� + '��: `6 i ":� �j ��� t. �
�",� r' �, r ,' ,��.',� R
�� ��`� -�
. � _.� �� � f ,: �
_
� - �p �g �
-_ - ��.., �° �., .
�
� �
�
� , - ,
. . � _
.
_ , ► ,
. - �
,� � � i
, ;- .
� - f � .
. ��" . �''.��. �.: ..: � . . : .'� `yp�.. 1�k _
` ��
1 �,
1%
. ��� �-y � ,.. a
� �
�. i.
� � . . . .. � _ _
� .
�
, �. �
3 , ��. �, r �� , r „ �
,
��-, . ..st
,
, �• . , - �. � , �
«� - 7, �
a� s ' " ,
;
.«,� _� _ �� ; . .�
..
q ��y �w = . " .
, , �
�.�''".� . - . '��
, � � -
� �. ' f �i �y,
?,� �-' x
�� � , �: �
� z
,
��
, �. .
� , .
.
, ,
�� ��I� � ,� ,���„ � ;,�` ; ` ��
�� -._ _�. �� �°�. � � ��
� � ....
�' *'�: ,,� ;-- � � ��
.
�:
. . . �
�
.� , �
� ` 4 ... ' , ,, � . .,;..� .
�i��r�i. - . ' ,a+" �t&.:� ... . . . ���� ��r� .�.��k.
y�, .
a
..
,i y �� ��k � „� � �qa,i�-'c 4, d,
��� 6: �� '�}` � , r. '
rs�. . . � � , �,����j �,� - �:;� s�
� � :
, Pr�
.. ,.'-. sc / K,.
� .� � . :.' . .�.z"u?:. `: . �,, �. • -. �'ue � .�-,i-,'��°r�di �'.. ..�7F���� t:<� i5�= '"'.#as:::�.��i,�: . .. �r��r
..:�:��. .�,. '�..... '.. , �'` � 1'.
. . . �. � . . � ..� �
� � " -.�chltecture, PC The �� ����,�� ,_: � �-�, o ie��oduced in whole or in art, withou[ �<���.� � „�c
Copyright �i ZC21, C2 Archltecture, PC. �IE -<<ar, � . . �... . . . - .. � . . ... .�� . . .. 1 � P .. . . . . .. �
PROPOSED OFFICE BUILDING C2-DESIGNGROUP.COM
. � .
. _z_ ,, . ,
�„ __ - - : .
,.
;,
�� t � � ��, .�.
s
�p .i-i"�5: : 4�,. ,'� ..
���� �� ,� I� �i '� ` . .,. ; ..
p ,, _,.�,� �,,,,..���� � ', � •v�■�� � _ � ,� ,� � �.k ,�,
.�� � �.r � � — - �; � � ��
�� � � � � � �s:. �``
! �'r'� '�` � � �. �_k ;_'�,
� � F � — � � . � :�`��
��� .
� � � �-� ` � _ _=i� �� �'' �+ ''���. '� � �'�,��,.
�
� •
} �
�-�, ! i1 '1 s , iCl� �
_. � � I , ~� ��
�� ,, ._ _ . � :_ �._
. ,I . , E' , � I..� -
�� , � ■ �
� ti
■ �r .
� � ■
r y. --�- � �� �� ., �„ �� ' �� l���� -- �
�� _�� � _ .
l�� � °' �►;� i j� �� � �� _ , /
,
�
.�� � � � � �,� I�. � �: . kw �.qll� Y �� 1! ��� -
�p� yI
` � I� 1 I I � ���
� � ������; ; �; ii �� , � _ �� �,` �,�, � ���,�� ���,gl � � - ��, �-� 11 r1M ' �=
..
.
�, `, �, �' � - �i�,�;; �i� ;��! 1� 1�I; �Il �� �I
t ~� �^ � 4 �d �I�' �
�� � r, � . �� �� I i ia1��M'� ��� , . _ _
5
�
„�by_ I `Rh �i �� - _ - �'� i' ~� ■ .��� �j� � - = 1A ���� ��j
.. � � . - -
�;�. -
� , � - ..�� ���i�r+���,������ ���� � ����� � �� �� �
�� �. .���' j ��� � � ' �� - � - , � � , � �� _ - __ _
�' a' �_ �..—�� �� � �
� - � �� `� - � � �,� �` '�"- , ���M�� _
�,� - ;� r,, w�� ��', �� �� ' �� �: � ; �1��� ■� M�f; M�M;����'�' j��1��1'�� � ��� ��'
�� ����� �. � ►� ��. � � , :�� � , I�M� ��i ��III� ������� � � !�
i� '� � �� �����N �
� �-� �� �,• i ��; � .
— - ,� �� �,iUt� .�._ " ��!�� ��
'�a � �'. , � .� ._ ����y �yy ��'{` ����ly �� � �� - s+��4�� ;� � `�_ —
^ P I
� ..�� ,����� ;�1�0��1�;,1� �,� ._ _ �i� �i���` �� � �� _
:�: ry� _ _
.... -.�: � A _- ' _ _ _
_ y �!
r
'.�;� . .. .. I .i��\� II.� � � �"• : ��I "y "31I� � '
, �` �-.-� �.. � .... . y � � ~����.
.:ri '� � �.._ ... . � ' s�,.�.. . ...� � � � �. � � ± '.
� � � i {
� ,, � � , � �, �� ; _e �F,� - � �p .�-�
- �. ,"`� � _� ri�i . ., �� � u��� '�r�� � � �� ' :� r�.._ �� �I� .�" E�� � -__,_-_ � ---
r 1 � � ' �` M r , + _ NI� �� � ��! � , : �� �
� � 2 I,'
. 1 _� � ��
�.�� ___ _ �� � r� _
� � _ _ � � � . �
► � � � ~M r
w �
;' �Rw� ��: �,r � a�� ���� `', �� 1 � � ��- �
� � �
> =�: �� � �. I, ' '�
� � ��� ��� � � � � �
: M.. - •., .��.. � , Ih. � �" �i I' �
I f Y ! , .,,. . I `� ��� ' 1� �� �,� � ,�+_ I r ' ' l � , v .
, • � f� _
� s " - .st. , "�.. _ ��� _ , � ����'� �I �� ' �� �r �_ � r� .._ ._ �_,;,�IU��f�� � - � ����-;' -«
`�
� � �I .�,�, V��rt �w�
� �� � ��i�
4� '� . : ���; � � - ' �i ,�� ' �'� �. � � ��� rr - �' s.
•, t ��r
.
'. ���� .. - � u� -
--- �.- � « -�r �� �
�.
� . 1�11 �:��� � � ��� i!.n -
- ,��
. __-
� �� , _ J �� ��I �, _ . �� ,
r - . � � ^r
.� :
N.�
� _ :s _�� � :� _
_{4�
- � .�. ��. ._. ��� ��t,_ .�, �� ., ;
_ �
. .
- , �M
.
.�� � . ,,. ,r��� ��� _ j
>,
.
..
., .
.� -
_ ,,� ;. . �
- .� -. �:�,, z �..
: .a�
�,
. _ .. . -
.:
� -s. _ � : �
#. r ,��. _. � : _� ., - � - ; .� � � ^ _. � �. ..
- � aF' ,�r�... ` 'C�} ��=xw a:. � .� � ..� -
- .
i ,
..,. . .. , ,_.. -
.
, : e � ._ }S�r a`
: � "''l'i, � � „ ' ; �'?� ' � _ _
.
. . . �h,- . .._ .. , .,.�r:
t`.,";` . .. .._' � � �.. t� _�..:., �,,y�' �` �<� _ ,! -
r. : �::. = ,•, ..���
^'' , j
' . .� c'�� _ C�:
�
� ` 1 •
' t �y.�'k �ic...,. � Y ' t1I .2� — 9
.•
;�q' ,• �
+ � � : .:� . . - .
� . 4 "
r ,� . . : . .�� -
�<
� ��.�r _ . . - -
:� -
; ,�<
.
� . ,> ,
.
.
:;
i ���l ..- .�f' , . � � " ..x+F' ' —
r,. 1
.,
� � .
ay ,. ,
�� -. ... ... � ��. . ' +,r. i=
��f
• '� L
_.. f, .: , . �Y . �
� ,�
�� �:.��; ,��'' - -
� � �
_
_ �, r. � - _
t.
� <--
{
x. ... �. , _
_ .�. . . , �
. � - _
,,�:�- . . . ,� P�. �: � . ,,. .-.-'ss9 ""..� - T . .
z `
_
- , ,�,*... r . . , .
.,� +`- -
. _ • � gt -�,.
- t � . ,.,� ��_� " -
� �r��'+P �`` ,� ,, '�•°ti. `} `n .,� e�-�
,`
�
�
:.
+ �s
�
,. � � , " i
,. ,
�... .... . . .. � � ;
:
.
�.. 1
..�...-
` ` .,
a. ._._.
. "-�- �-
.
� '
t � -
s- � � 1
r .
' �.
, . _ . . ' _ .. ..
� __.�'�
. i -'�� �...
'° : � � y _ -
, '�� .. � Y 4
�
�
. �,.. . �,.�_Y_ .•,
- v.� i , : 2'�`+"�
_ ;
• � °�� ,4,� ,�.•' ,. �'�,;, � T.
-� , „
y;; ,� , ;:�,.�, �"-� � � � ,��
�
_ " - �� .� , , � � _ , -
,,
�ti. -� .: •�� .�. _�...
,' ,. a
_ . , .
+.; ; \
'� '��`' .k � '� ' �. ,� -
�� .: ...,
f , . . . , ; � - ,
� ���
-, < � .P,; :� �' - ... �� •.� . :'•' �, ���� �,.>:
,
,: �.;:
-_�
.. - �.�;�, , _
. � ,',. ..:_ :,�*��- ,,,� �
� �
-�-_:. �: .... — _.,. : . ,.. .
;�� � — �
_I.�I � Ii� � r �� � � l� � — e
� � � � � �� � � ��
� �� ��:� + � ��
, �, , �I �_ " � �
� �
, , , -
`�:> > — .
�_.� � ' ,_�_ � 1 1�.�—
C�� � -
. �
i-- �
J
,
C;`� �
;
_
_
, _
__,
_ _ . .
�
. , , .. _ ,
_ ,
� �
, � ,;
.
' i
_ —
Z
. _ ---
'
j ,
� ,
�
, _ � �
�� � —�»_-----__-- -- _
�
, . �. ,
�� _ i __
_' . � �
��,, _ .. ..d2 .. �
_ � . , .
�� ��� -�.- •
�
��
� � r ,
. . 4 ` " I -• ; ._ ._
�;,, _.�� -
I ,
�
�,I I , -- _ _ ,
�_� �,' � ,�_„� ,I �
� '`+J�I � - --
� I
;:,: . F@.
.�,e� , -,
.
- � ,. __- - - - -_
--—
, i �-- ---
�- ' a ' -c - --- --
.� ,rz - - - - -
; . . - -
- -
,� � .,m�.".._.._. •3 . �.[ �. 1 . ___-- _—_ _-_ . ..
� , 4 .���' I <�-� _/ 'll ` I ,. - �+....
._
: i ,.
�
\ '
� ; ., '
�r�',��4 ,y� I y �. � zk � �� :.' '.'K.._ �,,, � _� .rA - .-_ - � .� � � � _
c
�: � � � �..y
� i .. ,5- ,�-' ` � y , .. „ ,fy '��� ____' �.
'``L "`�.S ` .� > -Y _,- � .� _. ��� �,� �....� ' -�__� . , _ .
pN� -' _'
� ..:�. .:.. y �R. I � ' . � 'r z.,�. '__--- �
_ h i
. � � � , .`�1.,�
3w .: -. '�... � , , y� '"�.,o�- � _ _ . _� �, • �' .. � � , ig. ._ :_. ; � ' � ' � ' _ � .
"i�����'� . � �!'� ` ��.� . �. �-�`c 7Y�' '�'r .,r . '^•�. .,, .'. a��!'�4i '�.:.�. . - � �\�t�/ - i
wr "' �� s-.i.�
� � F)8' ' . M M, ` .. ' . , ,� . . _` . �:
� t
�.,a Y '�t+� ,� L n � �� �x..
i i.ss'I °��� -s�' . � '�u �..�. ..-, .��•� . "�.,,.� � �.,� s , , _ � t
.. I :.. ... � -. ,w. . .
{ . } d '° �}� ��^ "n
�.�� �'• . i W, �•�.i. � N .�
f �
�_' �Y � . ��.'1R�i �P� � � ' ����, ���, . ��� � '- '
_ . � r
. +_` ��,�p , � - ,�� - �'e.•� ,� � s�.;
j
. . ,�, , .x n ;__
`.rt
,�� ' � •� � .
�. , - . .. � w�
, '.�.. ...•"�.. . ��t�`-' _-3.e- �tr . .�'� �] ... ���,.+, .� . a�y '� � n.: � -�f'� �
,,; : - 5 -� :_ ,„�_ ^'s , ( - ` � � h II� _ ,
� �
. � '
t�
'4
• •t �sRT�° - - '- ,a. � �, � . e `, . . . - -
�
._� �-
. ,'. � �� v�a.c'�.F' ,' y,^� .: ,.{ : '. ' ,'�. `��w,.^s. �, - � sj, ,� &.,.� '+F . _ _ '�
-- � .:..�,�.'., .. , a . ;_ . a... -- - - `�t�;.
_ .. - ;� �„� . . . _ . _
, �i� `--`s. ,.`.,�� �.,_- ;v -,. , �. „a _ M. _ : -, �' . _ � +�'�' . . __ � -
- �. .. .�1�+.v�. ...`� ,� -;�- q+�, i. -".'� ,: - . �.- _.;�.,a,a �° - i;
-'._ �. a, `t-.�.. — . ��
_, �, .� �, _; �
:—� � . , �, .
� .. ... y
,
� .,,
��'�. �.....� � '.y'��--� ,..i��..� p,��v'r� . i,.. .o '� � ., 'r•.�k� . ��� � - � � �i� �..�-...�.,,� ��� ��x«1: �
� �a, -_ .;,'G°ays`,� .'t�,. -`,� . .'Wt . � � �iF. � . l�'- ��f� _ �
a � , .,
. ,.x . .r�.,.
. �
.. � �'Y k�,4'�.. �i ...;�,� t"�`t„a "f„ ��: , �t� .��, � �`-.�� . :�:� �-�.��� . r' ' .�'���"s` � -
. � ' ' � ���.e _.__
_ , 1
,
s _� _y ,.
�F`' �
�
i
, ,s. .... ,. +�", �
,
•a h
�x, a?i �„ , '"4-'d. ,I - \ t yafi-a . ' .l. �9►��' J� v ,J`►�-
�`�' ' , .
� .,.., ,,y��?!r�`. �`Y •:���tr� I y �- ��::• � ;� ' ' P.� ��''���� `f. , , �� �`re ,.�C.. 'x." '� .�..'�.,' �;:j i A -
7f
� , _�,'*,,,�',,. �, .! ' A;� ,^�:�� Y <R i� �ra , �}�`A ;"O�'._ � G� .y i � - �
. '
;-: a � ::�1. ,,:.. ; . �,T ��, '� �� - .�r�.
.-.�,.�Y . . l�' .�� ."�� � �.._��.: .,-ic t ., :. �, - �',�,.� x,..�_,,.. -.a.' ..a..
x ,
,�„ d '
'�7 _,�. .$� ",., ;�, :.�.. , ..z,. �. -�i°. .,.y,+e �-.:: � , . 1 -�4,� r + ..a �` �.
, .
, I
.. �,.� .. . < 1
. .w. , , ..� ;}'-.. . 1� r . �. " �.�=x �* �;w.
... ..
;d-,"�_�w{ _,. ,., : y� i ti: � , .�. ,.� .-,- .�__ :> _ . ,'s,_ -.t.a-�," fla; -'.✓",:+y��� �u,,, -��''� _ C,i s�5 � - a'�
�[ '�_ .
<.t', ''�E"� .¢�"•" ..s-� '„+:a,'......�`s!�'��.'t".:,�t-- �1;,._.r .�,� . - _ r ';ie'°', .�.rp. �''c�' s�
� �,.. �..,,.
_ . �
:
�
� ,��'. ,..' _ ,. _... � _.4�.,�:'.: *:.-�s-- . :�`��- .... �--.. t� -s::�. ��?' � ;b. �€� � - IE;+s
, �
.
�
�
�
... , �, ._..,�,�
,�.,-z _. :� <..�� ,�. 1 _ . �,.�.. - �s4r .-. .,._..� ,: �` �k� - w.�" 1E,> _
. -., . . , � , . _.
� �_4 ..a. , . :, . :.-...q.+.' �� -��a:..:$�T, .��"' f:�--.t�....-� . y,�'''J't,"+'�, ' '.*J'p ^�,p�,.�} .�� h:
µat .`A. - . � . �" �� _ .
. . ; . .p, �.$y:..7y':'. � - . . „rv�"�.Qd� .,K¢.: • >� �r� �
. ..�.
,p n ,�y
�7..
. . i :.4^2', ��".:,.:� . �.y' ':" '... _ .' _ : .Y.,,. �R-_ ->` ...N;,.y..:`d`^�� :. ^�` . 7 . t
...J'`�`......r.. e.'r•v. � �i ...a,: ,. �:s _..y. « .. �-. .r..'�` ,���. .,! ....... ... -. ':' �!'i�Y. Ll+� . ��
:.. -... ;v, M"T . � �n ', .a, _ ...� .. ,'.. +V4+�y -• _ "s,�.. �.tN' p- �.. .r ''v�".. +"�'�' _ , "!
�:;,� . t-� .r.„.r . Ye, ,.. . +�;r. . _ _ . .. �., .�r , , .;:�:•. . -
:.
.. �,�`,.� :�cj (. ._..�.".�" .,... .. :� "' -^':,.s+.,.` r.,.. -..�T,.,.._�,; �...: .;sJi '. �r. �.,'� '`�'` ��� . .
�v �,.r�"�"..._. �..��.'. . , .> . � y..e � . �z...s..�. .�: .q.,., s;.._.: �, �G.. �� �.;. .h` i�' f
� ..c i � /.
�,�n .; ,
,.,..1'.�a .� ,'r. ;. , :�= e ...,. . - �,i- _ .-�. . .o. +�.'.� . ,..."'� ., ,.,�� , �,_ �. �.. ..,-.�..«�r�e . L �{.�
+ "�: .h _ . . . .�.., .��>4-.' .�...:-- t �..�Y`-,...... : .:� .�,y -• ._y:'S . ,� ,., _ .r's`�, _
�, ....: .... �... g�r1 +' �- _.-•,.. . ..�. . _. � .� ��� �.N�.:, v.. d . -..., � `-4��",�.i'Y£T �,�..�. ,,�'. �r .:V, •.�'
' '.#;�� "+.�:.�``�.,:,� E�t �,.,,.-a`, r.:-'-Y .F.� .�&�.,"^ '��it,.'z.....,y. . -. _ - .-.f(n . . - , .. . � a .
e t • g
, ��. � ..JY ... : ,2 ^.... i .,Q+4. ;.... . �� 4... - �a' .t��i --�!. -'�.. � �.� .`}:w `*..-.. ,�'���`' ,'iy�� . k� �� - `k d.
-a ., ... �..�.�,. +�� R�..:.., i�- �..�,.. . ;�w �- ..- . `+G, .�y.: ' �a..�� .- R�. - . ,PF `�F.'� e31'.. 3i. g. i�
.. .. . � e,.... F -.i�.. �'� .._. .p�'`. -: �f.� �� . �=T �`s •4.4� M�, y � .
, , ♦ - '- ' . ,.:.. .. _
.... . �- .,..,.n�. .i:.i . _. :�.�y. �.. . .. .._ :�_� _- : '.' .+:t '�"". .�`, .�'wr -
""$.,.'.. ..� , . -$�.°1 c . �.'- r � . "-., r "- :�',�� .. .,.r�.?.:-. -�...� . `�` . , �'# ^J . -' -
_. 'i ,>:,.._ '..�. .. '. �.�:�._.� .� �.. Y, . _ , a--.�. .,,,,,- ._. 4. . } .. -��:, . - - ;# -
.:0;,\.n A. .. .. ,.... ,'.. �L...�.; .tr . ��i:.. _ .:..r..� '=j.:_ K `<' }�, �
.. ..� }� �.a�. : .
I .+ . .. ..: 7 ;, ..�,�._....a �... �w ''�s_ �._- n .. �.+,`.'�'�. 'a/. _`�^� � ��"�t. �" , b:'.. ,
� ..:-_., .!.•f�'� ...,:., ��� � p.,,._ . ....a �� � ..� - ",I�_ :3Q ' ��`_^�'e e- { '1f.. �..'Y'."
�fann:�.�. e.'., ..-. ,�� ..♦ �. . �� .r .�:: �"".t � .. �.:4L� � w,�;'.
� �.
•i
.� .. ���� , •' _'
_�k . `j"�r...�,�. e°�.1:��: y. rt � �i�: . �....,-F, �'� Y/�"��. ��� �`. ,a 7 -~.� ":4� sr.,�:
i. ..... 4 , ., , . .
... .S,T.-,< ., 39°•«.... ., _ .i�R _, _:`�•, .,a �� � �. . .:�`['P.r.. �_ . _-- - `..,{ t'` � I �
k `':.�
. �.„
!, ..:�. -w+.,.:� . .,,. .,!����; , w.. 'Y..�.. ..�V.� �'�-�. A ��,: .i . .. ,'i?Gi. �� .,- � '.k �'� � . -r . �� �
:� ,
� , ..,.
+�, t- . �
�` _;,: , , _.,,�- < .; . -c�_ .r�;` ' �s`_ ,`�y 1, ,i � s" cz� -'�. �'°�'
�
- _ ._
.
. . ....a,.e '* �, . -', , �� �a �:Ip' :�. 1�.�� E.._ _. _ � `�.._� '.. � �s..�.:; . , >.t3-- r� �.,.,�r.:� -
�-q.- . -; W� � .. -
.-� „ , ; -, - _ � y�
.,� : .�,.�� � .� � 3t�'f".n �.�- ��i•.�,�.:� �� ,�� �.�y�� . F�. '+iL �ir, "� . �.� '4�.
4.,'#. '� '�t�'��" µV,�,,,s !.. �'. _ .�`°s<� ___ _ _ �. .�Y "�1.�y 4��� # K�19✓*'�"'.::.. � .��1 ' .. -
..��_. �. ,,�';";,r" v .a� _ r��-� �;�,. _ � '�..-,: .,Rn� ��� �..:,,.� ..e� �, .�•�`rat �� _ . .
., " ` .
,
F� �' �9
. , l '
�.' -' .-, .� .o-. �g,', ...`.-.:- » yi'E• 8��,�' .. � �' � .'f ) .��4-a, ' ��' .. '+�� � , �t --"^,
" � s
:. .. .< - . � i '...
,r*. �`"<�' ' • � • �=', �'` �' '. � � ��n "� ��.'� :.f����,, �� �`� -
. . _
, „ � , y� ,
,� ,.'� ,, . a � , . � ' r - � ��, ,F�4�st; �F',��-.:"��°'�'M -. ��#��� . - .�-
$, . -,., t .' . g .
'bW' �,t.rl."? ..�,�i- � ';� r`�P�k`c ..'�rt� W"� . �` � _ 1 � vw"d'� �, '�Y� � ..
� ` , _
,
;�� �,
.-
�.� " ���. ,,'� � >+.... S�r` .'g... .. .,y?;'. � t -i.�"rt � .. r. .
� �
� F
� �
r
. - .�. ':, r �. .. � .
.
,.x a� �- .i�, .� �. �.'�y,.. �.. .��c., �:.� ���y_ . y. � , i - �4� �
� ..
5 .," -.� .`'.: -^���Tf}'.fr '�y�)� •3-"&'�s � `"�- `..:� �F'� .. '��F��. .
'�. r ��y��' t,f—r � +,p�.�.if. �.j� J.,� e�y� , ,.`��y. a�"�- - . �-
` �
. , . _
-FeF-* . .� ' . ..;-. y . �� ��4'�r� sa, .-y .s= �°-
W� �
� A �?�.. �.s ti� �.+'~`_ a � �1� �� s.�;'�'�+ ��.,r's`y,,�,t.� �,.� .� .. -_+�-� F*.-.e�.�'
� � .,. .. � .. �
j =^ .
i4 � ' .'
.. <� y
v �
�.t�r+ fl. '. �.k yn� �E��, f p "��-'�'}� � -
; -� � _
d'.��,y.i,�: `4 }'�aq ., S .-�;T}, 2".. � ) ,
v �
W'
��,
�
5 _
�
F..,. . �Y. ' e..'*#, ^a�k,:,�c�� .,!' '.; ;;' --' _ ;x - ,
�� . :
• . r':y •-� � `: _#.�.
' �f �: '�`t'
,
, "
�.
.
� i q x
1.
v��. �^.1'� `..-F"�4� ' � �
�
�,;�k .,y � �� .yrr;x�. " �vA'- ` � �,:' �
..n� ��i� �,:,� `�a& ■. 4� .. . .. r�,�:_�-
�ei` � '.`� � � ,�� r � ' �� . . s
� ` ' "� �
.�a � f �/�� � +p� _.,�ep�
Y�t � � V�� ��a�N r�'x �:� r _ . . �_ . ,� _ � �"" 4+- �
� . . . ... _��.' .
'�� `�F�� : . :"s '� '` � y ,
. �..:,.Fy , �'a> ,R . ^.� _.�'
.x, ` , .i: .., , . .. . - fix
� �.� � '��
�
� ; ,
:� .
' �r 3�..,a �` {$;�(�' l
�7� :. ��; s. .ar� '�. . � : � �' '�i �. �`' 7 �!��
.. 1 .T . . � � �e '��•-� Y \
;r." - p' t 9 c,.�, 4s,��^ . ' `� _
§,�k P °'f kk . S =. _ .
°'�� .,.� ���_ �"' - J .
; h r -��-�. '- j;�;
: �,�, ;.� � -� - -
� 'y`N�4 � � �`' �-'v.f. � __ _ _ _ _ _ _ ' .
6. t.
-Y
�
� ` -.-.�-- � .
i._
''11�.� F:/4 � � '�'+� _
._ .: .�...--.'.. _..,_.�. _ _
� ti�� `` , ��"�
,
., ,
� � _ .� -4,�:. — _ : �
�3'? 'i��� �.�:�4S119�r.�si.'�v���*9�.__�...�-
Copyright �O 202i, CZ Architecture, PC. The material and ideas contained in this document are confidential and are the proprietary property of C2 Archltecture, PC. The materlals and Ideas shall not be released or otherwlse made available to any third party, or reproduced in whole or In pa� , �
�' � � � ' � I '
��' � _
I
i
-. 1 � "� �
' ' � ' • � • '
.Y � � �_ � �
� _i:
��: .- � f-� ,�� . `�
� . F.� ., .�;�
, ,��
>� . � ` ���
.
" r � � t
. . �
` _ ,. � '�� � ' - ,, �,
� _ ` ►
:. LL
.
� q 4.
- ry y ' - I�, . � �
a ,-, �' # �C'- $ +�vy,i �'' - - +'R '
» ..' •
,�wtr �z �` vy t},z �, I` � r .,3. ��y� � �
� �
�
, ,-_ . �._ , ,a�: - .
_
..��. �'. - _ �
s
.:; . �� . .Wc�t�-� . �• , �I •�_ _ _ � -,. I;
�; ... ��"�.. '.�-� �"- .. -r� ...f'- .: .�ILI � , � ' � "' ��
� .._ .� �, , � . _' - ��
.� , � " -
� - ' 1�y.:_ _. ... . .. : ,�;Ffi�� ...ae�� e._ . 4 R .i _ _ d'��._�
; r.
.� . .'�n",y���. �-� .�� . li .-..�` ..
�� � �.�N--o.,���e .,-4 ,�� pryr�,%��, _ � �----- . --- - _ 'fY`S� -
,
� � "�
'-3.� .r.....i" � - b � - � _:"1.. 11 - � � - 'w,
ryl
f �
� �F.-�' ,i..
� .s _
.w r
� d , .. -': � �-•-"____4 _
� . � [ � �.,> � �� �� _
_ _ - _ Ly _`� � _ 'a g �;# '�:1;��,.� ��i 3 _ . � .
.
:•,..t. i �Y.. �• 3` 4'��`y,,.C�t �.. .> �iss$R4 :�� - '- � _____'_ -_ �1..�
_ " � �A� I � • � '
_ � �� ��
� �
._:�'x� , . , .' .._, � �
�... .�:, - _.� .�� =.��.e_y"^r�3 � �,.-�.:�.�?,F�'�"+A. � .t4'� �a - ��� .. '.� 7 �`Y
`'- e .
�'-�-��if► .... ` .�; �^a- � ,;. -i� . s �•:� ":i � - � - ---e__ '.^ -- -�I � -- 1t � ., , i
,�� 3�� " �" �� `�` ..,... ['� ` �
�' - ,.., 3 .�._ ;7� -a i --: . �1-� " . - �� 1 = 'I �-�' 4.
` �
���G�" ,... _�� y�- �h , a4. 'x� ,- - � � . �"�_� "�f� �, i'a f .�.
�I � � I , f� ��
.� -s
IF ��s. ��5���:��b *`£ _`µ�►q a � F � � �'�"
�— �' � ����' ;-���-'� •"���s+�.. � F�:.N,�F � � � r -I F -� � ,
' '�, � -:� t? ` ���' , �
�- � - . _
,�- .� -- � „��,<� s jl
,-`. ':w `�.- �-�-. " "" '-�-,� -��.v -... . _ .,iz.,y� � �:.��r _ -- �
d s�c a- -.�. V �:,. � 's�Y 7�,� "�-"".-<�.. '
. +. � �t ��vy
� � qC� �'� � �� $ �_'
. ' .�,}- '�s:� - �q�"`
_j "' � -�' ., ea_g .�[n���y.�..��`-"�r *�' �zO+Y ;4�,y.j %`� w4 _ -- "----�,_��„� "+�° �.
»,
,y � .�
� ,t' �t> j �._ C� . ..� 'a° �, « - r
� �����_�; �"�'rS' �` °. a' '� , � ��_ -s�• }'-� �ss-4�T sr `� -- �.�„��
�..«�
� . .
_.
�
' _y.
�� F'C � y� `- +
.� �j L'
. �� r N RY
a , �r�. / �'��r',�SL. -��?a..�'C* ,y"��^°�a„�.^'.,.��.4 _ ,�,� _'� a'��?,A�-, I'�'�4`g�p. J...h J �,. �.�. - _ �` _
-- ` "-�� ... ,. , •-. � ..
(
.. _ r '�� �--::.b,�L,� .. ��� �`�= � ��'�'�" s�.� Ti!� �'� ,�?:-�� .
_ ., �
_ �
' . .-..'." �S�N� - ' y�...F � � _ „ � ,�J'�'x`, F�+'` Y' bY � �' J� .�
__ 1 . �i` . ...- n �% ��- F"�'r'�n�"•a R��Aw:+e.,
- �+r' T�y�.'-�-`��r►?tiF."�.�# �q 'S'. � ���. .sv ' ��9 �c =G�y.�"� "T 5.�. �; .. ♦�♦ ��� �� +'�1 �y
' _:#'�^ -.=_ S :' ' B �+�. _ '��,r-^ 4'. � �
� L '
. J ���`�j �'"' a�'"a�: 'r. .-�'�;�� 1'.�° S.'���� _ ., � �'' � ��,.�a^;i� �, - -s fi.i� r .
r. _, ,g ,�.'.�� , a ..`�- Y�y"-'"..`�+t, -�,-_- _"`5 �;� '� [.�' '+�.+� '� t .:a : /s��N � ��._�.
-,. = .�i��_ _. � -.+'��. �, :��_=f�. � ' ~ �v.��.'4� �S�1'�"��i#�,u �'�,.� V�`_41�.. ��j `.t _- '..��,
�. �
.��.,._..�.. � '� f � ..` «r*,��. ,t , "v*':.� �,;1.4'. � ��qrc }t ��"�{�r'� :_ 1 � �. . -
_ a,,. ...T ' '-.. _
_ �
` r `
r � � w`. , � � .,_-. _,�'�.,�:..��-- � ,.���� - . �, '��`,� -
+� �.
. -.��� ..^� �\w .9 �=4� . ._ # .,*: -�-�` � ;a�'-� 4,'�,'y ' };;'�a.. �'�:.' �i ..'� 't _
�... . .. � .... - _ .. - ��� .. -
��_ � . . '��'' ' �+ ...�. �s_.. - � 3� 'y�t-a..�.. v ti�s��+4, - ��i .,
.... �t� , ..�. � ' - � $.� y •i � �
_ . .- .. ., �� . -�s�
-,��Y ---�.... �.. �� . . - � /'T �,. , ,�"�.,,�;�: _ -d�. .. +`:. �� �
� � '�..��.y.� . ..�, ' � �, _ ,:. � -- � .� 6 -
• ,.
• �---'_ .. ¢ ` �
., . - , �, .. . -
.r _ �`� � Y �- . ��� -i��T� �` _ '^_ ;,� •r� ��J�1��'�� f,! '��"z_ K -��o z`a�-
s�c, _
k:7 ' S
� � 's: . i _
. ° ��..,,k ��`°- �Y 7. _�t'IMN� 'tsAcC7�_ . - k,. , b� '�f,�. �'°�
r
� 1" „»
_ �, ,s
. � Y:� ..�' -y,� .;;.� , _ �- - - �+m., t.' -
_ , ,
� ' x �.8" '
'; ,�: ,� - � ��,** ` - -
f �
� Fc-
_ _w._ „+��S"'�,, :.� , . J��� _
"s�-IDE F
s� ��-- �. {�` �.�"s�.�-��. _, ,a'9��� - _ y�l - . . - -�p . �-� �,� _
_ �q�
t
� ��
t _ t
�
� � �
. .. , r ..y �\.. �
.4
t-.: <.-�:,. � `x . . , . � - .
i. _
, ... � �
r- < � �+�.� �i�^-� j4.' ,�.�I rr r �.;dti� ���. �� a'';
L � "�"R ''' �,
� �< �� � '�
r x� �.. ���. � _ �� a'�%� .`` `'��#�9 ,, r''�
� � I� �� 5 - � � ;,�. a3' '
,
- --> ..
u __ _
� <A ��'. "� �"�°�` �� , � "
.�. �<.
�� — ' ''"°I � ! '�* �+i"'`���
t � ,,.
�'��_ `�. � . ,.�
��� ( �� ' T' i T'. fi � �
. �_�,,� . � - y � . . � . � a- i' } �' ;$ ,�c.,�- � k_
_ . . . y ��..;. . . . . �``ec � S,
� w � . _ .. _ ,f,- ' . �F �' . . . . `� ,ti. .�� � ��+ *� �-�.Nr'.
:� . , . .. _ . .. - =� . . _ ��� - �m.�.�"�` a^ . �F s�',,,�`��,.ti '�"� �`�
� � �� -- ' x�.`i � � � � � , _� ",~��' � !`��+�'�.�"�� �-�S'� f � aq��u�� �-�
- r � � . . . .. . . .�'►6.*� �ic�F"_ - - r ,. .
`'� , . ,^ ... . .. . .. . w.�r5. ... `-,
•'� .
- -� . _:-- , ♦ . .�_ � .
,;.
�
��`, � �, , � "`- --;. _ - !`E._ ,''�°''- �'�
��'� � � - . . . � - �.� .'.�N^-�: a�v. �. � .r� .��
, V� _ �' . . _ - . -
' .;� . .. ,� � . . -. . . . _ �: �. _ � .. �.'�.
: �P
�
- ---�-� .., � �" �.-.
��I, -� - - . . � '" � � �. �yA, e. � - _.,.
��
� �
�, , ,_ -t��, �� �r �'r� �� "
,
�'�;� a.,; � �.va'+. �, �z � ��
�� 7 ' "�� .� -•� aol,oe� �_ .. - .- . � � � .. -• . . � - �.�w��'^--r. . :.�.
_ ._ti..�.: .,-. . . �� -._ _. _ . . . � � . � ,..�. _a w , '� ..� , . �_ `:,,y��..: '���
�'� _ �� � ' "� ,� -
. . . . . . . ..Kl���� �- '�-.-�� ? � & �..
, y_ t
, , - . � ' g � �w a ��r���� -., . _
. . . . - �.. - ��-. ���
, . . a ; a.. ,e y�,s•!- +s �r ._
�' � �.��k�"y :�?� I .�-.,��.
�� Q � � '�,-`a
.y* .4�. � !i.'.s_ � �
3,s
�.e- �, $y - ' �
r" 'j �:i: . .. . � . � � R ��i.�� � ._ . ._ :YCo� ,
.�;r
�`t�� . � � . � . � � . . . � : �' � t' �V.i, i't , � `� `�� !Y'P
. . - . . . � - ��' �,'� k \ti'�
t s:- �� _,�'Sa`,� , ,
, . ;i . ,'�� 1 `�. � ' :� �� ��
a}�T.� y„ .'E_�:,... . _ � . . - .. � � - �� �.. ♦ .. � � �,� ..
., �� �f �`\ + �
�� ��
-."��re-� _:t . . � ' �.. ���. ;�. . F �
�-,` ~r N� � ` ' � � � M
s . ,a ; � �
��' .��� . " - s.�. � �'•�3. S }�-, �
x.:: �` - ;9�'":7:
�� .. �' _ . . . , . `R.. .- ,�... -
� --i" �. .,��\ _ . . _ r_
'�.���h Y��_ � ��� •�4,�� � F1�k �� �"�q��- ' _
�{r'�' '`}l�' !�-,�� � v � � x l l.• -
9 bY ��.-" ��..�! ...: . �'
:� } ^y -1 t �i
#! �` f ��J� �l�'1 . .,.�_' b
� ���f s f_ 'f ',�.,, . . '�.�"° y' `�^y�s "'�`i � �'`l`t w
��-. r .. -,9y ti 1�
;� 4-:,.1.. �,�-�CP �t �\ . A �. \ 4 ^0.
E •r j' � � �~ �� . J �4 , t" � � ' _{...
� ..�� f . � .� � ' � ... `. y� 1; _= '.e.�r�s�.p t��L , R �`�'� \ T�=},.
�
�� � �.� �
,,.� � , _
, - .� � w � , , x ���
�, y � � Q � �;_ �.� _-
v. '�'`d'r.� 1k.1� � Y �� .}
�.:` } t.�*. �s �..`,3> .. .., � - 1 � \1:'Ir��_ . _ . . ..i 1 _a�.'a�\# -. -L.� .
CoNy sii �; ZUz��, CZ a cnitedure, PC. The material and ideas contained in this document are confidential and are the proprietary property or C2 Architecture, PC. The materials and ideas shall not be released or otherwise made available to any third party, or reproducea In whoie cr In part, w�ho�� �: � . , ��� ,,,�,er��t � �� �,��� �_�_� , �..
,. I '
`� � — ■ — ■
� .� _ �
� ` �
, _ - — - _ ■
:-_ _- . a._ - -
... i ,� _ � �
--- - � � i ' , •,���r
�w_ ' �II� _ _
� � �1�1�1�� .I� �
� , . -- -__- ��_e �_, _.-----
� . _
--- -�..
..
�
;�
__ �-. � --- � -. _ _ s
�
: .
,, �,
�- - - -- . _
; ; , -
- � � - � - I �III� � I�11�
;
= _ �. � e �_ _ - �
� �
� :-.. n�� `�v��
� � _ _
.:
- � 1 -.e_ �m.��__ ._-._� :; �� � : ��� ,
- _ ; - , '�
�. _s (, � �� - � _ ;
� _, - �
� _ „ � ...... .d�. • �� � �
- - - ,_.--- � � : . i�ii�� ini�i _ �.��,�.,�:���g� � �.; . ���
r . � � �j 1
- ,.: - . - -v -- -
-' �-� ' __ - - - -
: , , , - _ � �_� � !!�l11 !�
:_ - , � . �- R! -- - - - -
„" W_ � , � -- � - -- - - -
-- , ' - , � ; _ I - ��.�
� � � ? �
� , .;�,��„�_ --Y � , � , ; �- ' _., � -
� �- � , � � � �
� _ _ ' - __�.�_ - ��-- ,, :�
- � - ' �; � -� ;� 9 �i - - -
�� � 1�*0,�,_ � _ _._- _� � � �—�
- - -- ! � � �`�.`c -
_ �
_
.
�
-
R
�, i _
� _ � � _ �
,: �
_
_. .-
�
, , ,
A : . ; -_
.: , :
- ,�. _. � .
._ ,. _ ,
.
N
, . __-
- �_ ,;�: _ ,
,.
�
- �.. _ -- - -
` � F
.
v.
� � F•
_ 3p� +:.
l ,;
�Y -",
r�.,f,. "�. �.
�:. . . . . _ _ '..:. �--_ .
m.
.-�_ � � . � '�.�
- �� -- � .. , . . � :.. - �� ��i�� ;�
" _ r
�
__ -
. '�
--• ' _ ` � . � '���� r `_�_
" ' ^ '
-� .- , , , '� . .
F�`l .. --� !_ �.; _ � �"�y' � -����
---�.
,. - i--t-��� �`�
�
� ��
� . ,.. _ .� � � , � � �
". --A . � .
��
_..-" ` ' . � �� � �_ ��t-� ������ I
J�. � •� .�,� .��- ,�� .�.�e, �� � ��
� r� �
�` _ , �
� �
� r. _ �
. ,,�.- � �,�,.. :�. ,. ,�� ������ ,�� '���� �����I
a.--- �:� �, �� -
�.,.�, , � � - � �.�; � -- �r `--",-.--� =��� �����i
� � ,�,�,� � �� �. ;�
_
_ -
�
_.-x ., ,� �. ., . � �.v � ���° 1J `����
� . .. ����� � ' - ;� ~����R~����I
_ �/ � �
� . � �� _ �
_ . � -.
_ -x ,
��
. �����
�`�-_ �� �. ��� . �' .. � �
� � _
--- �
:�m � `�
` '�� ��;� x,�.,`,: , _ >-.�: __� ..� �.,���� �i
� �
I ` � ������
- � ,
_ �
� ����' ff _ a-. , "�a�`
, 3.,
, , ,.
_,.--' � 4. a"r i' � "° T �� - 1 ' t
-?�` �����
�4 a � A -
_ w - ; s • �- - - "j - '� .+'�
:. ..
- ,_. , � . ��s,. �.� .
�
. . .s,, _ f ...
- fn�w.,3 �.�� -� -....._ ,-
.„
� •.
.:. :
.�-� . „� y `��������I
� �� . �q�� " ��*�r� � � �, - - �����
., r°
�, ', -c ��... .,.-
_.,\ . ''�7i� . . . ���� �'� ` _
..,-� �a�� . F�^a�- R'� ` ' " ������
r ...
�'..
�
' .
,.�. ��,�'�J'`"f" __.a� .;,�,,,srs, ,� ,�,__��� �' � ��
� . � '��'�� � _ `����r�`��r����
���, ��� � �� : , Y`� -�� ��
�. �:��: '-�. ; ���`
.��� �::- f��,.�,: ��` _-�=:�` _ ��,•�.:_ ■��������■����'���rl
`;_ �;��"'�'` ,�,��' `a�'t „� _- _'� v �, '�•� ���`��`������1
. +'�'' <-: 1° � � � t }g ��� . '� • � � �
,
�I E `� ,��s����� u,.'�' ,A��il�t��^ _ _ _.��� .�. _ f �'��`��i������r
� � ��� . � �
_ �. . ,3���° , � ���
.
�
�� R� � ,
. .,
�_���r
� . .
� y �� a, ',�,, `� ��� �
. , _, � , �
;
�� ���
�� -�� ' �� "� � ���� �
�� _ _ . �� � � '� ��� •� �� ,�'���� ���f�� '���;���'� ���r�,,��►„'�►����►�j���
��� G � �� � � � �
- -�
!:-�` . , _
. � � �
Po ,
. 4
, . ,
,
. _
� .
�, �.
.. �+► .. _, �:.. -- � � �1
.�_
, .
;
.
. : - � � � �
.�°� ,�. { � - �'►r �� �"'► �
: , .:
_ Y,..� ,� -�� ::�,� ,
. �� � ���
..,.:. � N �r"'��'`�r,'���_►���r
i �_ � \
�,� ` �- _ --_ 1r'► \,,��" '�,,►���
— � ` , �% , �a_ �-� ��— ��''�''��..`�,,�''�.�i.`'�.��
J� Y `''�������1
� %�./ ��' f¢� �
� ��� �����1
� -f _; , .,�, � � �� �
� -
� � �
�
� "— - ' , � ���''������1
-i._� ,,; �
� ,,,�;, : '`'t�,\'''�.'''���'''�'',�'a���
'� r^��� ������`���
-i f r �F�.��- i,�'�/j� �� y�`` '
�— ' ,� _ ` m'"� ;;%°�+'<�✓� , - - ����
�opy � � �„ _, �� ��ciiltecture, PC. lhe material and ideas mntaiie� Ir thls document are confidential and are the proprie_� � , � ,, _ , .. _ ._ . � a,� cra �rNess written consent o ,� i.rci�itecture, PC.
+ �� _-, w�•�=N,«�t"�;'� __ �
PROPOSED OFFICE BUILDING C�-DESIGI�IGROUP.COM
+�. - - - _ -
, r -
--:• -
,,,
,� h J
,� �
�
�
� . �.-.._
I � �;
,��►��� iR� � i .
�,,-� ,���-�.-. , �N,
, �'�,.�_ -► .,: -f � �-----!
I f ��--� ��,�'■ � 1� ...�
'� — �� ��. � , � ' 1 , , �
,� i ` � � � � , � , � 1
� + ��� � , r , � � � � : � � .
i ■� ■■ #
■ �■ ■■ ' � � � � � •�
� 1►��� ��■ � � � � ;��!, � 'x
V�� I �r����ir� ��� � : � , , � ' �-��,1 ; � � � �" �.,,�
� � r ���11 �- � . � � _ - � ��. I
� ■
-- _ ��r � �� � � � � � � -; � � � _ Y _ -�
�=� � i ���,�=_ � � - � � � �
■ � � .
,.'� �y��~ �` � �..� � � � , � � � � -: �'., �i .. �� I�I '�� . -_ ` —��a. �`���„
�■ � � - ■ r � � � �� �, ��, _ � � ---�.
�■ �� �� ����r �' � r � ; ,,,, �,, ,�, : � �� �_
�■ 1� ■�� r■ � , �r �� � � �
_
! 1� �� ■� =-�� ! � � � � �,= i, =� .� � i i ,
�i� � �� � � _ � i �� � � �� � !r
II �r� � : �� 1 � �, - � .�� �
� II � ="�,�,r'� �,� � ■ � � .� ! . _ � � 11 '� , = _� � iiii' G ���
� I JI � r��� a� �, , � - - I�=� �� _., �l� ��� I� �
�� � � �'����1� �,� ' � � � � � � � 1 ; " I�� ��I Y=�a �� � - _ � ` ;;' �� ! .��
I .._ .._� _� � N � r i � -.
J ., _ E i
- ■ � ._
� ■
.. — � � 1 � �I 'r !�
� r � I
�
;
�
t.
� ,�
��
, �
,
r._�.
� � :=�-.�-_ - .■ � M � ,� � � i v :�: � !!� k
� ,
- - _- _ - _ _ _ - -�_ � � 1 - �� � � iii` � �� f� �� ��
- - - - _ � � Il ,�� -- .__ �. 1 �� ,F ; ��
-- - r � � �� ��� �� i��� �� ,c�
.
- � �
- �
- �
*�������� �r���t - _ - _ � , ; -
I ■ ■ -.. , i
a �
r � ■ ■
■ �
�. ..���� � �����■ �� ��1 �� ,� ���
��`� J� _ •��� ���� �� � -- �,������;� . o.� — i t �� �;.
� � '9.y���-�� _ l��r _ �� .. � ' ,,.:.�li ' I �� � . � Y,S�. .:
- ` � rC �� _ __ �� _- ���� ..� . _ - f i � �'..>
�
'� I �. -t+ r��y,
�-�..?�li���. - - I i "+ ^.:� I �
_ t�r
I �
� .
,
: . ..
. ., . � �� .����� _ -
.. I- .-`-:i � � �
y. �:
��i `.__- � ',.:
,- _... - � _� � � �
_ . .:,._ . . . . ., . '� i . �!„
_ _ � I
- _ - e -
�
' ' �
- � ��� �
���
�
- - -- --- ,�� _ �:��.�� _ -
� � r . _
__ _ . ,
- �. Y , ,' , - ' ''�a w t
ir _ ,.;�a., . — - �;
� ,, � __ ^
�,- �• r�
��
. :
.,
_ r� . - � . .:; _, � .,
- - .. ,. — _+
__ �:r x - ` '
. �� . . . �J - —
,,:_ _ . _ � t6Y �._ � i�
y _ , _ _ _ _ " g !�
3. � ���� �-�' `' •
� � = __. .
. .. , � .�-_�
,Pr�.._ ....
.: , _ . __., .
.
. �
. _
�
.;„�� �:n . � � ,- -
"" - — - _ - . . _
'. -"-' ��.5'�. . .��.� ' ' c' � ' _ ' . _ _ �' _ .- - �
- _ . � -. . - - ._ _ � _- -.. � .. '- "- -. -�...- � ' � ----- - _ �
��-�. -
PROPOSED OFFICE BU I LDI NG "
C2-DESIGNG'ROUP.COM
;� �_
> � ��
_ ` ' L
, �
--�. ' � ������
� � � � � ��• k \..�� ��
Mr �MI � ��11� �� ���—���� ' ►� � � ��
.,� ����� �� � �1 Nr�,r �� �'�`,;;.�1 i ��
.f,: 1���� 1�11,� := I j�� �� � � - ����- l ��
,.� _
���'� ' 'i �� �� �,�i��'�� �1 � � �� � � ��� �,
�• — i 'i�'i�� �N� �� kI � � �� � af ,
� � I q. r I! '`il � ._ Y � ! �� �' �,'�, '� L� i I I � 'I 1 I �I;I I� �`�
i _ �v_ ,� r��� ��I�M �� ��M�I�r, I �ii u� i ��
_ � M ' �;�N LM +r ;: `
,. _ � ir � � r � �r � :�I ., I� �
►►'�i � r ii i�� Mrr M����1 �� !�r�� 1/�r� �� i ��r�� 4� >�*�•� t
� iM �i ��� , ��� �� r�rr — �1���� � i��
r �� �r ��� MM� N� � ��rr�� � �M , �: � � ��R �
� I11�1 1 M r���l =M ,�'M,� �1 � � - _ � �
� �� I 1� �Nr 1�� ��/ �'� �� �1 I` �I � - f _ w h
� � ; �� �-� ��M r�� �1r �N� � �N p��� ��i �
�: !�. � �� � ItM� �1 �II
� ; : � � 1 ,a.�
■ � ` � 1 1��� '�r � �M I�,w ,� �i � .
R,
�— -■��� �� � � ��M � �1� �
� - �� ' ��_ ��M ��1�� '� �� ��`i�� ���a.��,,�� �� � ��l. ° �
� � � �:, . 1 111��1 �' � � �_ . r�,: -. � ! -� � �� �
� I I � r , � ' '�� r � � � � ! ,..�����1 II W�M - _:�. �� �
� � ,, ��i � :� 1�� ■■ 1 ! � _�� � r� r� - ��
, � , �, � �;� i���� �� �� ,t r � r� �f .�� 'i
�— � �
� � �. � a . _ ,:.
� .�� � � .. .
�, . _ 4 .,.
� ��_ � � _� _ �.. :�. :, _, _ �d� ��
��� :� �,�
,i _ _ _ � �
� ��� , '�� I� !i
_ .
I � ; �I I
. ., �
� , r
< < � ; -� �� � •�
_. ..�. _- �
����r E � ,,_ � ��' _
. „ ,.
; �� ��� -� � - ���, ,., � - � � _ �
, , ,
.. � � �I'�_..�� � � �� �`� � ` �'�'" '�"'" � � �n € �
~ � I
�. _ _ .
��� � ����� � . f �- ,i jl � I I # �.
�,��pt4a�° �a �r:.�, " ,� - �. +�<- -- �b + - �� -
, _ �, �
��' '
_ - ,� ,s .�-a
„ e ,:�Y �;'�°�. ; �__ - - z,
. --
_� ..�.,.....-��� . ' y�-� .
�i
� I
_ -� . � .. ,. ._, - ._ �r :Y. - -
� II fli � � ' �=
.
�G
_ ��� �� , �,
III
.
' p� � '�0��
,�- '
,, � � �a . � , , �
- r � �.,; , t �XI�
,
„t ' r F
�� �:
_ _ � � sa� ;I 4 �n�"
- '�� - ' - �FI � � � - f _��. 1;\ � °7"
.:
- Z -,•-��.'�� .wf�q� � - II� { _ �`.� L
a
' fi'*
i �
x
� '�v�
•
_'F!��, -. '.'. � __ � .
w� � " .; �, � �� i • ���� .
�
�� . .
�,. . .. . a ` _
_ � •� �
�
_'. • � '
� . � � '"f � � . . I � . �. . �-- ��' —.
.i
.��' � /�. .. . —
� �' � i i . . .. ..`� _ _ � —
.,,_. ....,. . . � - � � :.. ♦�.. . - �� -
:� . '�`�C'�.. .
° ,i` �1 " ��
�, � :� �
r � •� �r � -
� „
:.
_ � �
,
. -
.� _� � �, ���� �:�:�
, ,
_ �. _ � A J �: �;.�;
� � :`
��— �� —� �.� --- �
�~ ��►• �� a_..,,_� — _ �` _ _
- - - - - _-_,
0
�� 4� � % % '
��
� � � � ���, _ � � � i � ■
��� T ^ � ' �
_ � �
, � t �-'.. ��' „��'���,����-�� .�',��t_ `� I ,� ._
I'r �ci ■► .
1 �, � � ��'� +� ���` �- � � _ � __ U�.
. ���, . . . r��,, w .
, , ,
; -�., r
� - - ? _ , � . , _
,� �
- ,;
� . � `� �"�r,�,��v,� �; ` . f - _
`:����-° ,:�, F � _ - - ,s
� �� :��
; �
" �'s �`��� �1 �: - - i ,�
_ �
. �� �
_ . . �
;
, ,�
z n �{��� - _ ��„�
, id ,
�
:. ., � �
__ _ "-�` �� , ' � ��'�
.�,<� � � � _ k +
�` '; � „_ � �
- . i _ , '' "..c., ,. F� z�.� '`" `-'" I - -- - - 1.,.
- .. .
_ � ;'
- .- `���
. .-. .. F � 4 ,� M�
. k � 5 �
m `�
. ��
. � �" �' . � . 6 � � � �- . .. `1:.. ��
/
f �"�j� � � -� �'�
•
. : ,
a�..
� �r� � �
� ��.. "` �r ,, �- � , � �,�
. � ',� _ ." I
,
r � ,��.. '., . � �^ ° x: ..,...,_� _ .. �t� I . .
�"�e _ .�,a
l • .:.�„ k ; '�
` _ � � y1
�'.:: . .:'A.. ? - -_ ,i� . ; � ,.„'. i�.�,-�..�' ��:I. i �vTl
.. �: � � � .. .a__ �-..,, � I
� � �
, _,��, �.`�'
,. _
� . . ��. ,,� � ��� �.�� _
, � •�
�,�� . -, '� >
� �1 � ���� �� '� P...
; _
' � � �.�. ,.... � � - " ��',����
� -n.s.r � :,: ����`m,� �'� '�`�� _ a
t
I e--'; # : .,, _ x�- .�.. t� `-y . � - _ __��__ �
�� `
�� A ���
,.
� �
,
, . • _ s . - — ----
a . F , � � — _ -
, _ .,, _ ��I M ja�_, .�y . . �' z--,..� —�—
, � g ; , � _ _
� �, � ' :: a. � ' ��. � � � �_ - , -.,,,,,,,�.,...,�.�.,...., - — - — - -
. i i _.
, . -..a"". . �.i�1'l�,..i� .. �, l "1l�E!�.�429�a � .:. 1 � ,. ,$,4er �.. . � '' nn^wm�w�r�eMr��s.�+me�*mnr..n.rv+ms.n - -'�F*., `
..., ,.��� �
� '�� , _ ���� .��.....................��......,.....,�.,. _,. �
,
� �-: �� � .�a'1,� .. �� �� � M � �� -.,-.,.�.��......................,,,...m,�....�•.R•..,•.....�,,..,,,�....�, sr - ��.
f .�� °'��—, ..,. ;, ' .� ;:.� +� � � - .'-�,r_�� . . . r�......,..-.w........,n.n..�.............•mmnw,�n.�r••.r+�.,m��,�,,,,�.�,.,,,,�1rr1„p="�� .��v�. �„t ,.: -i a
t': _w
�.� I � � �,a�,`Y - ''�" � ��r � �.�'.<, =t�w�•. 3 y.T+..: . . . . �. . ��, ���'.
;� _ `� ,��..::.:S�s.,_. �'r'" � ' _ . __ -. ,-4&�`
i '
_ .
..
, , i.
`� "�'�r.w �a�;� -�' .a'�
U v. �-� ' ,1w�r"'m i'c. :1f� , - .. . � . .
.� .z .r� _..: '-� -•
.
:
� .: , '..� ^ �
. �� � ; ���`T�'�ii�'�c* � ��a
�`"i!S'� ��` . �R. �--� �T. _. �� .�-.m
�� \ �� � � l�� _ "�..
4y � .y .. � 4 ,� . , . . -:` - -
, .
`
�
`�"� �a` �e � w'k, i � �- �•`t�R$�Fi '��Ta�y������ll�ig � ����i� �'��ol�� � _
. � -
� . � '� �� 4 � ��� A h4 � _
h 1
�+ ` � �^r. !. ' . ��
�'�.., . .. , o �� — . -. .. .e
.`
�- . . �,. �� .. � � 4�.'�
— �� -,-.� ..s ., � .
- �_.� , ��: �.. s. -�.P - � . ..���_ .
... �
-. .
�i
��� f�.� � ,, . _ . :�_
.
, ,. :: . _ �.-�- . _
, � �
{ .;�
. . �: .._ . . ��
•�:� _ . . �. a� .,.. ..__�-- _. � � �
�
� .. , ._ _
��
� �� � � � , � - _ _ ��
_
-
, ._
� ^' "' �s� r ` e- �- _
�.
� � -
i �� '� ' _ .. � � � ,tiS,,
f � .` _ s .. e #
�a
.
._
� . .._.
� ,
� � �
�1.> ,
, ;,f ' -
_ - � �, . k`��:
4� � � � "_ �� _ � � �y . , _ ,y�+~�.
� . _. .� �� . '
- � � � � �} .,r . �'..
�� '..��..:"..s.::r... .:
�.
i �, �.. . , .,�
'
.� ...._ . _ s d
# �" ��. . �� . . � _ "
�
�
:��� �., J�r .�. .: .. ., .� �r' . '_ r
�I i � 'w
� � . � -
� y
�
� —
' .. `
� A / �' � _ f� � �.--�
; ,
_
, . _ ,
.
:
, I � � ��
, � � .. ,, , •, �.- - 4 -
�
. :
_�, _ _� m _, w .
,-
�=
` _,, . -
� /
# �; _ ��r+
� , .' �'_ -
- r '
_ s
� ' __a_ ,
: , n =_—. -
- p:, __- - =-�f - _
� _ �� ,- -
�� `;�fR" �� �-- � ���`,��,
_ -. �.,- _ - - - _ - - 6 -
- - - _ _ _ � � - _ , - _ __ _ _ ��__ z - - �`_-_�_r �� _ > - __�-�- - __ !�rl�+�
-, _ -- - - -- �- �- _ -� -_ -
_ _ - - _ - _ _-_ s �-�:�-�,_ _:z;-= _ -_- _;.�,.�=� - - _ - _ --_ - - - - -'-_
--���
=z��
.- = - -��-�_- - " _ _ _ '
-- _ _ _ ��=�� " - � - -�
Copyright �O 2021, C2 Architecture, PC. The material and ideas contained in this document are confidential and are the proprietary property of C2 Architecture, PC. The materials and ideas shall not be released or otherwise made available to any third party, or reproduced in whole or in part, without the express written consent of C2 Architecture, PC.
_
� ,
.
�� r
� : - - �" �'�, ���� ��
_-� -
�� �� ` � - . - - _- - � �
a� `��` y� - _ _ � � .; �
� � ��'�'�S -� �� � I 1 I r ��� ��
r��� �' � I� i:� , � . ra.r ., _ ..
.,
-� � � � `� ,�� ��' ° ��-
, ,
r
. .
, ,.
� _
,,
`..r � � �, �� �� �� � . �,
� _�__ � • ,.
. ,,` �+y y�i �� ' .�� A�� r ' �� �� �� � , � � - ��.4- "
} l� Nj.� t;., � � .fi'�� ���� ~�' ��� Y - _
�; i
1 � ' � ; '����_ �� : �� � , J
; . � �
, . .
, 1 , , � �pa;�. Ij��
: .
, . _. . ,F_ ,� � ; � . ,
._ .
� � �
,� . :�
., - ,
�� � � , ��,�w ��� � �, � r �.� ������ �l���r' � 5
� .�
,, , - , , , �� �11� � � � ��� ! � ���,. = ., � hi�;-
� � 1 �
� �
� �
�� M -
�
�
� ° P ' � ■ N �ir � ��
� �� �,� �� �� ;,, , , � : . � � '�' ! �1�■ ' I�, j ,M �II�11� r _ _ ` . �
M �
, , # - . _ � �� � � �� � � ;�'�� .� �� _ _ _ f'� � �
e M � ��� !� �'':;�
f' �� .y ��
�;�
� . � � � '=�� ,..:� 1 M� ��� �� 1 ��' �►� � ��� �- t=� „ � �F_ ;
1 � .
, 4 �1 11 +� � �_ �t ,.,
� � , � � ' _
� ���� �� �. , , � � � � y ����� � �;f �� �� i����� ��� - �--
. �
,. '�
-.. , , � � ,��
� - '
J
.�. . ��� �� � , ' � + � �. ��_ �-`. . .
ry �
� '
����t � , , �„-,� �,� �� 1� �� 1 � �,� ���' --�- _ - - - _
� ��, � 1� � �� 1' r � � ��� � �-�:- -
,- r � � -�----
� 5 �; '' , , '. , . � . � �'�� ��1� ;� � � � � r' , _z_ � . .-.
{ .
� �- _ -
,. ���� � .�
,, : • :� �r � ,, � � � � ; --.�--
� . ,_ �� � � � i � � � � �i� ,
� 1 �
_ � � � - � � I�� � i i i ,,
. �
; . � �
� � �� � , �� _
`,. �n - -�, ` � I i
� � _
__ >
, , li�, - I . � � � ` ■y � �1 � I , � � � �� �,� �
- - . �,��� r +� ���� � ' �
-+�1,�-
w
.
. �
.
4 -.� �... : , , I � ,
_
- � ���� �. _ . �� f� � ; ��,� .�� _ i ,�r
� � � . , �
, _ t���� � , . ;+ ,+ . ..�� r � � ,"�'v � , ���� �� .
� , .r � , - � � ��_ /►�- � .
� , �� � - �� ��� � �/� � /� ����� ;�I �t� � �`�`� �-
����i ��� �� :� �� `� �' �i�� �� � T -,- � _ ='�. . -
�� ' `�` �
4 • " � ::
.
�
� � ��� � �,- � _ , � �� r f �" -�/��` :.
. F ��� <�i . � / . : 'l ►• � �. ` �
� . �-. r� � �� �' �� � : ;� 5 , ~
_
'E� , �
_
� .� j � � ' , :� . . ` " _
� � �.
� � .-� � � ;
� � � •
, � ,
� � � �
�
`
�. � � - . . . : ,:
�� _
.
� � �„ . . , r _
� � ��..
_
�.�. ._
. / : � �
s,.
� � x
' � � �� � � . � .. -
..� . � a a �_ � iu
, ... .
", .? - �' ` ��
\ `�''
.. � x . . � ---- .., —� ' � .. .�. :j -� �� � .
_
`
�. ' • � � ` '. ,n.:, � _ . . ,:.t'.
F ' r
.� s*' . : " N Y-1'
! ' $
' Y. .
.._� .:� .. �� � f . � �
.. ._... . ._...
.
a '
�
y� � -
� , .. � :�y . . - <
�
, 4
� . . - . ... ,: .�.�. . \; . �� :. '.
� �
- - � �. �. ,� ,.
,` �
. �
. � � '- ,. .y` . , � .. . "� -1 _^ ,=:�-Y
, •'�� ti �. =�
, - ;, �
.. „w
`� � �
` � �.. � � _
.
• � - `' �- �X- �
• <.. � � �
,�
: -_, � _
: �. � ' -"
.
-- :- ���
�
._ � - _.-
_ � .; _ _ -
-., .
. �
-� .. �
s �< ��
: � .- .
.
�" : r� Y
�
� -� , '..-
y„ - . , � - ,t;� :,.:� , - : . � �..��;� -
��ti �
. T, . �; _
—� ;; : � �� ,' , . . ' �,
, �
� •_
� .:.. � , � ^� `
� ; , .
� ��'
, ` :. ,_ �� :r:y '�;?�
. �. /�+�' ���
- p�� - �
. ��
�, _;=� _ ,. ��-
. � ��; � -
-- - , � = �
- �- �':r f ;:� _ - ..r� _ �+� . .;"'� e
� - - ,y'.. - ` - �-�, � ;5�'� �� �� �Ya;,1� '
^. ' v
, : . :.. ,� ��' p:
.t-
,t
_ - - ,��. -. � ...:.. ..., : �- _
�!r
.. ��:,'� � �.,� �� - � w � ,d �'- - ��' �_ ��-- :t:, `�_.
,
-. _
— �� �- . ., ..
, , ,
�r - '. �.. ., „r� ' ...,,�� ,,�. ,.t '��'-�' _ •t.. ., �'.$�. y�'� -
� y '�
y. . � , �
. . .. :. . . �r .�i...., .. �.. � _
. . ,r.�, ":. :'.... ��� _ ;^�'..
T A .
; z
'.�� . _.. :�_. -f7 ,�-� . _
._ -
. <` '� - � ' . ' � �. ::�:
_ � ' , °'�- ; i�` ` :
.
� ,�,v, - _>. . , .
_ "� . , .
- . . , ,..: , ,.�. ., � . .
�] F 5
•
_ �I G I�J G'R O U F? � �'
��_
� -
� �
- � 1
��
� I
��
__ � - , ;i';'�u�� ����
� � / ��� `
��-' h��� � r ■� � �
� , � � � � _ �� �% �IM�M���
, , � / � � . _ . ���
. _� � � . .
, � � � � �� :
. �' „ � � - �- �� � � �
� N � � � � _. _ . __,M���� r ���,
,,� � � ���� ■M■ i � �
_ �' �� � ���r ■r�,� ; ,w l i _
�� � / �.i � �, � �� � �►�'`� �I � ��� �
� �I � . �= �.► ► � r �
�� � � ���., � � � ��� � � ■�����i � � 6 � '� �
�/ I I �:�-.._ � �r �� I■ � _ I � � I �
� r � I � I i _ � � � / : � r�_ _ , l� � � � I-
� �� ��� � � _ � � I � � / . _ I� � � � ii�
�� � �� �°�I ;N I �II �p� � � �.� � I � � �
d/ , �: ; � � / I ■ !
. � � � � � �� �� � � i � I �/ � �� � � ��� � � — � �
../ ,�f '� i I I 1 I 1 � ���. _: M N �� � � ,� , II
� i � I , li N . � ::., , �_; ��� � � �� ��� � �
� ' � � �r p � � � �� � 4� � �■ ■��,r , , � �"i��, I ������ ii
a u ,�! � � � � ; i� M __ - _ � ■■ ��r� , -■ �' � � � � I :
o a y� ? �� I � � �� 'M � � 1 � !� +'� �1 - � C ;� � ��-
, , �. o�, � _ , � � � � � N � I�����;�_,, I�I� , � r
��,, I� � �n �;� �� , �� i �� � i� i � � i � � �� L �_ �� �:N ��� � � � �� �
� � �
� � � __
.-�., � i — _ .
� � �
,r�g�� � � -.i � � � ' i 4 � - .r �� 1 y` �. �-:s, I
���� � �
J ; I I � + -
- , c
a
_ .e a "' `
_�- I � �• _ � ', ��� : � . _ - - ; �m� �%'" ��
� � I �� — . � � �: �� .�_ -- _ ,� �-
��, �� � �� � � � � � ��
_ ;
- - = 9, � I _ � ,�� _ - - �; i=
., I 11= -- �
.._ �••• ry
�_ . _ : .
,�
,_ ��;;� � � , � ; � �C ' � - _ - �■ ■ � I � �� � . _, ;
— — i � — r� � ��.
�`t� � :�� � �� � I� � i - - ��� � � � �"�� � ��� - �
z
_ ������_rY��` _ I - � � � 4 , ,� : ��- r �: -
� �
�-r � ��_ � � � � I� _ �
� _ -_ ��-= � =y1�r � � �', �,� � � �� ' - �
- [ _w _ � �_• � -
Y � , - _�,_� -
- � � ���,.,� ,� '� _ � ��ll�� ..�.�.>.� � I ��.
- � ���� � .� _.._�c��� � �� �-_ ,�:.�� ' -
_ , r .
! I .�� � . �!m�.�,. �.._ -.• � •-_� _ -�� � .. - �- ..- ' . . ,K 4 ���c
_ �
II�I I� ' -�
� �
� ,�� ., y r' � �
.,
-�_.
. ; �Q���, a,� I�IR� � :: .� _ — � = _
, - , y • - _ � �,,ly �'±.'s�
..
li �.r.t .r ..�.._.�■. ,.. - '� -
e : _ . - ��� - _ k�������� � � Y��.
� ,g , .. �
:� � ,_
II g ,� ",:i� II IF���III E - _ - - _ -- -y - -
1 �f If 1 !�i� i 1�I 1 1 i ;� _ - , ,r. ;��'� '� _.� _,-�- l�-,Ir--�r ��_�~ I �� -q�E'�,� +�,�, e� � -' '�-��- �'�-;`a,,-�.�`'�.^, � �,�
'=' � ��`�k - _ � �_ � _ .a� ;��t �Y'��,� � ��� �-� :'j �� � ��. � �.,
=� �, '� �. �.�.
L _ . ��a� .... � - �e _ - _-- -_ �' ,._.-� ' , h. '���� ��� ••,K, ,�,h, 4, -�� f�m �.. �/�'y r �s:- sJt
+ , I _ . . _ _.� ,. -
;,..
,
-. c_
� I ..
-�� � � -. .. � ,- �S -4 _
.
� - -- ��
�
- � � ,� - _. - ---�`--� � �-��.• � ��^-w��"' �*� s l
,y $ �'r X ,Z �'4' -`-
�" - ,,.e� - - _
� . ,
,� . �
�
_ _ _. . . .
�'a
�'�,> �
,
, �
_ , -�
�r.ri�9 PY' r'
- �. �.. •. �"•
^
C .
_. . . - ._- '� ��.:�. � . y.. .�. ! _�:'� �- - __ -_ �:�{_�..
- ..._ i � _ - - � =Y -: _ � �. �- ' ����- fi.;
=�- ' ..� �, /- 1
,�� �� _ " �. ,. �-,, � .�� — �ti
rt� �'
, 5 � :.
T�. �,m.�
- - • t , -
. ��. -
, �
� _ A � � �
� � — t11 `. — ltl ���
_ �,
, . . . . , {V
,_ -_: � ����,
-- - ` �� ._.. _._ I��'.-{ ,.i�:; ���� -f" - �,.� ��� `1S _ - �
_ �1'.7 _ - '�� _ +� '� . � - . .,.r-� � . ..
_ - °�~
_ � �__ _. ;." •_ � _ - ���4+���-_� ' �-�,�- ' - - ' � --
-—- -- �+� - - -. - - - - •� '- - - - - - -
- _
_ ` T4 � � ���''
� . t _
_ --
� � ����
. _ ,
-- r_ , .,
, �
__..
_
.
_
- - - - - - - . � _ � � _ - . -�_. . _ - :_, ._ - ; -- . -_
Full Envi�onmental Assessment Fo�m
Pc�rt 1 -P�oject and Setting
Instructions for Completing Part 1
Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding,
are subject to public review,and may be subject to further verification.
Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to
any item,please answer as thoroughly as possible based on current information; indicate whether missing information does not exist,
or is not reasonably available to the sponsor; and,when possible,generally describe work or studies which would be necessary to
update or fully develop that information.
Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that
must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the
answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any
additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information
contained in Part lis accurate and complete.
A.Project and Applicant/Sponsor Information.
Name of Action or Project
269 Broadway
Project Location(describe,and attach a general location map):
269 Broadway, Saratoga Springs
Brief Description of Proposed Action(include purpose or need):
Construction of a 6 story building with underground parking. Building will consist of a mixture of uses. First floor-retail. Second floor-office and
restaurant.Third-Sixth Floors-office. Additionally,approx.2,250 sf of civic space will be provided.
Name of Applicant/Sponsor. Telephone:5�s-s�5-o552
269 Broadway LLC E-Mall:
gerard.moser@goprimeg roup.com
Addl'eSS:g5 Railroad Place
Clty/PO:Saratoga Springs State:NY Zlp COde:12866
Project Contact(if not same as sponsor;give name and title/role): Telephone:
E-Mail:
Address:
Ciry/PO: State: Zip Code:
Property Owner (if not same as sponsor): Telephone:
E-Mail:
Address:
Ciry/PO: State: Zip Code:
Page 1 of 13
B.Government Approvals
B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,t�relief,and any other forms of financial
assistance.)
Government Entity If Yes: Identify Agency and Approval(s) Application Date
Required (Actual or projected)
a. Ciry Counsel,Town Board, ❑Yes❑No
or Village Board of Trustees
b. Clty,TOwn oI'Vlllage �Yes❑NO City of Saratoga Springs Planning Board, Design
Planning Board or Commission Review Commission
c. Ciry, Town or ❑Yes❑No
Village Zoning Board of Appeals
d. Other local agencies ❑Yes❑No
e.County agencies ❑Yes❑No
f.Regional agencies ❑Yes❑No
g. State agencies ❑Yes❑No
h.Federal agencies ❑Yes❑No
i. Coastal Resources.
i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes mNo
ii. Is the project site located in a communiry with an approved Local Waterfront Revitalization Program? ❑YesmNo
iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo
C.Planning and Zoning
C.1.Planning and zoning actions.
Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑YesmNo
only approval(s)which must be granted to enable the proposed action to proceed?
• If Yes,complete sections C,F and G.
• If No,proceed to question C2 and complete all remaining sections and questions in Part 1
C.2.Adopted land use plans.
a.Do any municipally- adopted (ciry,town,village or county)comprehensive land use plan(s)include the site �Yes❑No
where the proposed action would be located?
If Yes,does the comprehensive plan include specific recommendations far the site where the proposed action �Yes❑No
would be located?
b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; �Yes❑No
Brownfield Opportuniry Area(BOA);designated State or Federal heritage area;watershed management plan;
or other?)
If Yes,identify the plan(s):
NYS Heritage Areas:Mohawk Valley Heritage Corridor, NYS Heritage Areas:Saratoga
c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesmNo
or an adopted municipal farmland protection plan?
If Yes,identify the plan(s):
Page 2 of 13
C.3. Zoning
a. Is the site of the proposed action located in a municipaliry with an adopted zoning law or ordinance. �Yes❑No
If Yes,what is the zoning classification(s)including any applicable overlay district?
T-6 Transect Zone 6 in Overlay district
b. Is the use permitted or allowed by a special or conditional use permit? �Yes❑No
c.Is a zoning change requested as part of the proposed action? ❑Yes�No
If Yes,
i. What is the proposed new zoning for the site?
C.4.Exisfing community services.
a.In what school district is the project site located?saratoga springs
b.What police or other public protection forces serve the project site?
Saratoga Springs PD
c.Which fire protection and emergency medical services serve the project site?
Saratoga Springs FD
d.What parks serve the proj ect site?
Congress Park, Saratoga Spa State Park
D.Project Details
D.1.Proposed and Potential Development
a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all
components)? Mixed: Commercial, Retail &Restaurant
b. a.Total acreage of the site of the proposed action? .52 acres
b.Total acreage to be physically disturbed? .65 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? .�5 acres
c.Is the proposed action an expansion of an existing project or use? ❑Yes�No
i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units,
square feet)? % Units:
d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes�No
If Yes,
i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types)
ii. Is a cluster/conservation layout proposed? ❑Yes❑No
iii. Number of lots proposed?
iv. Minimum and m�imum proposed lot sizes? Minimum M�imum
e.Will the proposed action be constructed in multiple phases? ❑Yes�No
i. If No,anticipated period of construction: �s months
ii. If Yes:
• Total number of phases anticipated
• Anticipated commencement date of phase 1 (including demolition) month year
• Anticipated completion date of final phase month �ear
• Generally describe connections or relationships among phases,including any contingencies where progress of one phase may
determine timing or duration of future phases:
Page 3 of 13
£Does the project include new residential uses? ❑Yes�No
If Yes,show numbers of units proposed.
One Familv Two Familv Three Familv Multible Familv four or more
Initial Phase
At completion
of all phases
g.Does the proposed action include new non-residential construction(including expansions)? �Yes❑No
If Yes,
i.Total number of structures �
ii. Dimensions(in feet)of largest proposed structure: �o height 85 width; and 26�length
iii. Appro�mate extent of building space to be heated or cooled: �02.000+�_ square feet
h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes�No
liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage?
If Yes,
i. Purpose of the impoundment:
ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ❑Other specify:
iii. If other than water,identify the rype of impounded/contained liquids and their source.
iv. Approximate size of the proposed impoundment. Volume: million gallons; surface area: acres
v. Dimensions of the proposed dam or impounding structure: height; length
vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete):
D.2. Project Operations
a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? �Yes�No
(Not including general site preparation,grading or installation of utilities or foundations where all excavated
materials will remain onsite)
If Yes:
i.What is the purpose of the excavation or dredging?to construct underground parking garage
ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site?
• Volume(specify tons or cubic yards): ��,000 cv
• Over what duration of time? 2 months
iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them.
iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes�No
If yes,describe.
v. What is the total area to be dredged or excavated? 0.52 acres
vi. What is the m�imum area to be worked at any one time? ��� acres
vii. What would be the m�imum depth of excavation or dredging? Zp feet
viii. Will the excavation require blasting? �Yes�No
ix. Summarize site reclamation goals and plan:
b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment �Yes�No
into any existing wetland,waterbody,shoreline,beach or adjacent area?
If Yes:
i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic
description):
Page 4 of 13
ii. Describe how the proposed action would affect that waterbody or wetland,e.g. excavation,fill,placement of structures,or
alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres:
iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No
If Yes,describe:
iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No
If Yes:
• acres of aquatic vegetation proposed to be removed:
• expected acreage of aquatic vegetation remaining after proj ect completion:
• purpose of proposed removal(e.g.beach clearing,invasive species control,boat access):
• proposed method of plant removal:
• if chemicaUherbicide treatment will be used,specify product(s):
v. Describe any proposed reclamation/mitigation following disturbance:
c.Will the proposed action use,or create a new demand for water? �Yes❑Ivo
If Yes:
i. Total anticipated water usage/demand per day: +�-4,00o gallons/day
ii. Will the proposed action obtain water from an existing public water supply? �Yes❑No
If Yes:
• Name of district or service area: city ot saratoga
• Does the existing public water supply have capaciry to serve the proposal? �Yes❑No
• Is the project site in the existing district? �Yes❑No
• Is expansion of the district needed? ❑Yes�No
• Do existing lines serve the project site? �Yes❑No
iii. Will line extension within an existing district be necessary to supply the project? ❑Yes�No
If Yes:
• Describe extensions or capaciry expansions proposed to serve this project:
• Source(s)of supply for the districr
iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑ Yes�No
If,Yes:
• Applicant/sponsor for new district:
• Date application submitted or anticipated:
• Proposed source(s)of supply for new district
v. If a public water supply will not be used,describe plans to provide water supply for the project
vi.If water supply will be from wells(public or private),wl�at is the maximum pumping capacity: gallons/minute.
d.Will the proposed action generate liquid wastes? m Yes❑No
If Yes:
i. Total anticipated liquid waste generation per day: +/-4,00o ga]lons/day
ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and
approximate volumes or proportions of each):
sanitary wastewater
iii. Will the proposed action use any existing public wastewater treatment facilities? �Yes❑No
If Yes:
• Name of wastewater treatment plant to be used: saratoga county sewer�istrict#�
• Name Of d1StnCt: Saratoga County Sewer District#1
• Does the existing wastewater treatment plant have capaciry to serve the project? �Yes❑No
• Is the project site in the existing district? �Yes❑No
• Is expansion of the district needed? ❑Yes[,�JNo
Page 5 of 13
• Do existing sewer lines serve the project site? �Yes❑No
• Will a line extension within an existing district be necessary to serve the project? ❑Yes�No
If Yes:
• Describe extensions or capacity expansions proposed to serve this project:
iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes�No
If Yes:
• Applicant/sponsar for new district:
• Date application submitted or anticipated:
• What is the receiving water for the wastewater discharge?
v. If public facilities will not be used,describe plans to provide wastewater treatment far the project,including specifying proposed
receiving water(name and classification if surface discharge or describe subsurface disposal plans):
vi. Describe any plans or designs to capture,recycle or reuse liquid waste:
e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes�No
sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point
source(i.e.sheet flow)during construction or post construction?
If Yes:
i. How much impervious surface will the project create in relation to total size of project parcel?
Square feet or acres(impervious surface)
Square feet or acres(parcel size)
ii. Describe rypes of new point sources.
iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management faciliry/structures,adjacent properties,
groundwater,on-site surface water or off-site surface waters)?
• If to surface waters,identify receiving water bodies or wetlands:
• Will stormwaterrunoff flow to adjacentproperties? ❑Yes❑No
iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No
£ Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes�No
combustion,waste incineration,or other processes or operations?
If Yes,identify:
i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles)
ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers)
iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation)
g.Will any air emission sources named in D2.f(above),require a NY State Air Registration,Air Faciliry Permit, ❑Yes�No
or Federal Clean Air Act Title IV or Title V Permit?
If Yes:
i. Is the proj ect site located in an Air qualiry non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No
ambient air qualiry standards for all or some parts of the year)
ii. In addition to emissions as calculated in the application,the project will generate:
• �soo metric Tons/year(short tons)of Carbon Dioxide(COz)
. Tons/year(short tons)of Nitrous Oxide(Nz0)
. Tons/year(short tons)of Perfluorocarbons(PFCs)
• Tons/year(short tons)of Sulfur Hexafluoride(SF6)
• Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs)
• Tons/year(short tons)of Hazardous Air Pollutants(HAPs)
Page 6 of 13
h.Will the proposed action generate or emit methane(including,but not limited to, sewage treatment plants, ❑Yes�No
landfills,composting facilities)?
If Yes:
i. Estimate methane generation in tons/year(metric):
ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or
electriciry,flaring):
i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes�No
quany or landfill operations?
If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust):
j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial �Yes�No
new demand for transportation facilities or services?
If Yes:
i. When is the peak traffic expected(Check all that apply): �Morning �Evening ❑Weekend
❑Randomly between hours of to
ii. For commercial activities only,projected number of truck trips/day and type(e.g., semi trailers and dump trucks):
Estimated 1 truck per day for deliveries and garbage disposal.
iii. Parking spaces: Existing 24 Proposed �o Net increase/decrease +46
iv. Does the proposed action include any shared use parking? ❑Yes mNo
v If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe:
vi. Are public/private transportation service(s)or facilities available within'/z mile of the proposed site? �Yes�No
vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes�No
or other alternative fueled vehicles?
viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes�No
pedestrian or bicycle routes?
k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand �Yes❑No
for energy?
If Yes:
i. Estimate annual electriciry demand during operation of the proposed action:
2,186,430 kwh and 1,800 metric tons of CP2 will be produced
ii. Anticipated sources/suppliers of electriciry for the project(e.g.,on-site combustion,on-site renewable,via grid/local utiliry,or
other):
via grid/local utility
iii. Will the proposed action require a new,or an upgrade,to an existing substation? �Yes❑No
L Hours of operation. Answer all items which apply.
i. During Construction: ii. During Operations:
• Monday-Friday: �am-5 pm • Monday-Friday: TBD
• Saturday: 7 am-5 pm • Saturday: TBD
• Sunday: • Sunday: TBD
• Holidays: • Holidays: TB�
Page 7 of 13
m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, �Yes❑No
operation,or both?
If yes:
i. Provide details including sources,time of day and duration:
Construction equipment(trucks,excavators and crane)
ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes�No
Describe:
n.Will the proposed action have outdoor lighting? m Yes❑No
If yes:
i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximiry to nearest occupied structures:
lighting at points of egress
ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes�No
Describe:
o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes�No
If Yes,describe possible sources,potential frequency and duration of odor emissions, and proximity to nearest
occupied structures:
p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes�No
or chemical products 185 gallons in above ground storage or any amount in underground storage?
If Yes:
i. Product(s)to be stored
ii. Volume(s) per unit time (e.g.,month,year)
iii. Generally,describe the proposed storage facilities:
q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes �No
insecticides)during construction or operation?
If Yes:
i. Describe proposed treatment(s):
ii. Will the ro osed action use Inte ated Pest Mana ement Practices? ❑ Yes ❑No
r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes �No
of solid waste(excluding hazardous materials)?
If Yes:
i. Describe any solid waste(s)to be generated during construction or operation of the faciliry:
• Construction: tons per (unit of time)
• Operation: tons per (unit of time)
ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste:
• Construction:
• Operation:
iii. Proposed disposal methods/facilities for solid waste generated on-site:
• Construction:
• Operation:
Page 8 of 13
s.Does the proposed action include construction or modification of a solid waste management faciliry? ❑ Yes� No
If Yes:
i. Type of management or handling of waste proposed for the site (e.g.,recycling or transfer station,composting,landfill,or
other disposal activities):
ii. Anticipated rate of disposal/processing:
• Tons/month,if transfer or other non-combustion/thermal treatment,or
• Tons/hour,if combustion ar thermal treatment
iii. If landfill,anticipated site life: years
t.Will the proposed action at the site involve the commercial generation,treatment, storage,or disposal of hazardous❑Yes�No
waste?
If Yes:
i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at faciliry:
ii. Generally describe processes or activities involving hazardous wastes or constituents:
iii. Specify amount to be handled or generated tons/month
iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents:
v. Will any hazardous wastes be disposed at an existing offsite hazardous waste faciliry? ❑Yes❑No
If Yes:provide name and location of faciliry:
If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste faciliry:
E.Site and Setting of Proposed Action
E1.Land uses on and surrounding the project site
a.Existing land uses.
i. Check all uses that occur on,adjoining and near the project site.
� Urban ❑ Industrial � Commercial ❑ Residential(suburban) ❑ Rural(non-farm)
❑ Forest ❑ Agriculture ❑ Aquatic � Other(specify):schoo�
ii. If mix of uses,generally describe:
b.Land uses and covertypes on the project site.
Land use or Current Acreage After Change
Covertype Acreage Project Completion (Acres+/-)
• Roads,buildings,and other paved or impervious
surfaces .20 .52 +0.32
• Forested
• Meadows,grasslands or brushlands(non-
agricultural,including abandoned agricultural)
• Agricultural
(includes active orchards,field,greenhouse etc.)
• Surface water features
(lakes,ponds,streams,rivers,etc.)
• Wetlands(freshwater or tidal)
• Non-vegetated(bare rock,earth or fill)
• Other
Describe:grass .32 -0.32
Page 9 of 13
c.Is the project site presently used by members of the coimnunity for public recreation? ❑Yes✓❑No
i. If Yes: explain:
d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed �Yes❑No
day care centers,or group homes)within 1500 feet of the project site?
If Yes,
i. Identify Facilities:
Saratoga Central Catholic HS, Saratoga Senior Center
e.Does the project site contain an existing da�n? ❑Yes�No
If Yes:
i. Dimensions of the dam and impoundment:
• Dam heighr feet
• Dam length: feet
• Surface area: acres
• Volume impounded: gallons OR acre-feet
ii. Dam's existing hazard classification:
iii. Provide date and summarize results of last inspection:
f.Has the project site ever been used as a municipal,commercial or industrial solid waste management faciliry, ❑Yes�No
or does the project site adjoin property which is now,or was at one time,used as a solid waste management faciliry?
If Yes:
i. Has the faciliry been formally closed? ❑Yes❑ No
• If yes,cite sources/documentation:
ii. Describe the location of the project site relative to the boundaries of the solid waste management faciliry:
iii. Describe any development constraints due to the prior solid waste activities:
g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes�No
property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste?
If Yes:
i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred:
h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes� No
remedial actions been conducted at or adjacent to the proposed site?
If Yes:
i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No
Remediation database? Check all that apply:
❑ Yes—Spills Incidents database Provide DEC ID number(s):
❑ Yes—Environmental Site Remediation database Provide DEC ID number(s):
❑ Neither database
ii. If site has been subject of RCRA corrective activities,describe control measures:
iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? �Yes❑No
If yes,provide DEC ID number(s):C546057, 546052, C546057A
iv. If yes to(i),(ii)or(iii)above,describe current status of site(s):
546052-48 Lincoln Ave-site is within site management phase and no longer presents a significant threat to the environment C546057-53 Putnum
Street-Site is completely fenced
Page 10 of 13
v. Is the project site subject to an institutional control limiting property uses? ❑YesmNo
• If yes,DEC site ID number:
• Describe the rype of institutional control(e.g.,deed restriction or easement):
• Describe any use limitations:
• Describe any engineering controls:
• Will the project affect the institutional or engineering controls in place? ❑Yes❑No
• Explain:
E.2. Natural Resources On or Near Project Site
a.What is the average depth to bedrock on the project site? 25-33 feet
b.Are there bedrock outcroppings on the project site? ❑YesmNo
If Yes,what proportion of the site is comprised of bedrock outcroppings? %
c.Predominant soll type(s)present on project site: Windsor Loamy sand, 3-8%slopes 100 %
%
%
d.What is the average depth to the water table on the proj ect site? Average: �2 feet
e.Drainage status of project site soils:� Well Drained: �oo%of site
❑ Moderately Well Drained: %of site
❑ Poorly Drained %of site
f.Approximate proportion of proposed action site with slopes: � 0-10%: 100 %of site
❑ 10-15%: %of site
❑ 15%or greater: %of site
g.Are there any unique geologic features on the project site? ❑YesmNo
If Yes,describe:
h. Surface water features.
i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesmNo
ponds or lakes)?
ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes�No
If Yes to either i or ii,continue. If No,skip to E2.i.
iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes�No
state or local agency?
iv. For each identified regulated wetland and waterbody on the project site,provide the following information:
• Streams: Name Classification
� Lakes or Ponds: Name Classification
• Wetlands: Name Approximate Size
• Wetland Na (if regulated by DEC)
v. Are any of the above water bodies listed in the most recent compilation of NYS water qualiry-impaired ❑Yes�[Vo
waterbodies?
If yes,name of impaired water body/bodies and basis for listing as impaired:
i.Is the project site in a designated Floodway? ❑Yes�No
j.Is the project site in the 100-year Floodplain? ❑Yes�No
k Is the project site in the 500-year Floodplain? ❑Yes�No
L Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? �Yes❑No
If Yes:
i. Nanle Of aqulfer:Principal Aquifer
Page 11 of 13
m. Identify the predominant wildlife species that occupy or use the project site:
n.Does the project site contain a designated significant natural communiry? ❑Yes�No
If Yes:
i. Describe the habitadcommunity (composition,function,and basis for designation):
ii. Source(s)of description or evaluation:
iii. Extent of community/habitat
• Currently: acres
• Following completion of project as proposed: acres
• Gain or loss(indicate+or-): acres
o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes�No
endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species?
If Yes:
i. Species and listing(endangered ar threatened):
p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑Yes�No
special concern?
If Yes:
i. Species and listing:
q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesmNo
If yes,give a brief description of how the proposed action may affect that use:
E.3. Designated Public Resources On or Near Project Site
a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑YesmNo
Agriculture and Markets Law,Article 25-AA, Section 303 and 304?
If Yes, provide counry plus district name/number:
b.Are agricultural lands consisting of highly productive soils present? ❑YesmNo
i. If Yes: acreage(s)on project site?
ii. Source(s)of soil rating(s):
c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑YesmNo
Natural Landmark?
If Yes:
i. Nature of the natural landmark: ❑Biological Communiry ❑ Geological Feature
ii. Provide brief description of landmark,including values behind designation and approximate size/extent:
d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes�No
If Yes:
i. CEA name:
ii. Basis for designation:
iii. Designating agency and date:
Page 12 of 13
e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district �Yes❑No
which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS
Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places?
If Yes:
i. Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District
ii. Name:Eligible property:Saratoga Central Catholic HS, Casino-Congress Park-Circular Street Historic District, Drinkhall,The
iii. Brief description of attributes on which listing is based:
£Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for �Yes❑No
archaeological sites on the NY State Historic Preservation Office(SHPO) archaeological site inventory?
g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes�No
If Yes:
i.Describe possible resource(s):
ii. Basis for identification:
h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local �Yes❑No
scenic or aesthetic resource?
If Yes:
i. Identlfy I'eSOUI'Ce: Saratoga Spa State Park,Congress Park
ii. Nature of,or basis for,designation(e.g., established highway overlook,state or local park,state historic trail or scenic byway,
etC.):state park, local park
iii. Distance between project and resource: <� miles.
i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑Yes�No
Program 6 NYCRR 666?
If Yes:
i. Identify the name of the river and its designation:
ii. Is the activiry consistent with development restrictions contained in 6NYCRR Part 666? �Yes❑No
F.Additional Information
Attach any additional information which may be needed to clarify your project.
If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any
measures which you propose to avoid or minimize them.
G. Verif'ication
I certify that the information provided is true to the best of my knowledge.
AppllCant/SpOnSOI'Nalne MJ Engineering&Land Surveying Date ��23/21
�� ��-
SlgnatuTe � Tltle Project Manager
PRINT FORM Page 13 of 13
EAF Mapper Summary Report Friday, February 28, 2020 12:16 PM
DiSCleimel': The EAF Mapper is a screening tool intended to assist
_ ! :,-�, project sponsors and reviewing agencies in preparing an environmental
I �.-:"-'I.'I'I I,is� �;-'I-�Ly I }� �b -'1-2� . ` '- ; ; A assessment form(EAF).Not all questions asked in the EAF are
�,.�y �5��1_�j7� j t�-��� answered by the EAF Mapper.Additional information on any EAF
' ` r ;� i- question can be obtained by consulting the EAF Workbooks. Akhough
� �yv� ��' the EAF Mapper provides the most up to date digital data available to
_ �ri'} ! � � DEC,you may also need to contact local or other data sources in order
�_ , _
I_.r5..'S-'I-�.2'I.�,,�`� Tr�_.�_�,'.� - 'I�aS.-.`�-:'.-2�:'�'I'I(}5. .:�-'.'•=1�:�� to obtain data not provided by the Mapper.Digital data is not a
'I i5.'S-�-�7.�1 � ��,�� r�;?.-.;,r}� substituteforagencydeterminations.
- I ,5 +5-' a��1:'' f� °�''.
� 1�5 75 3-�13
j_�� _ ,��.?5 3-643-�4
'I�`c�5.i 5-'I_' " � ���6�5 7�3i2�� �ti;,�:;, k1a�n7cal
f�ti5.7�-1-3�I•� ,v.�_s� I..;::•:-.r7rr7r,:�ri.�re:� ,
° I ��.75-�-5Ge�9!�5.-�-�1 -
�-`� �t c t[����3 �E3rIC1��l�.�.75-3-3�10
I�5 ?5-1-28.2 �
� 'I i 5 :' � �..7 � ' �'12 Tc+runsv ��
I p.?5-1-28.9 1 �5 a 5 's �I i I�5 � ' '.1 2 .
1$5.75-1-1�.1 _..., .�:��;L �iip a - :: f-:� I,�..I�r
�
�.� e �65.75-2-� � f � i . , �k��th+
r--__ �;�C51! . 5rr.t+�lr
i �--____ a F�-�irltro�r
' � ,Sg�r�s: Esii,�l�RE, ;aRmin, l:�;5, Gl�vda��d
_Int�i�n��,�rT�REI'�1EWT F, rJRuar, Esri � �1 y�
� i �#.lap&n,fielETl, Esri��hina ;H�n� Kcr.g7,Eari ,-�_ ` " ` ' � 5�ir�s: E�[i� F�E, w.�€!-i'i!'.
I , i -..`s=1-27 ��5.75-'1-1�.2 'i R� `n_v. ��=�,rEsci��'F�le��} rvCC'' ;=,} �, _Coliun�,u,uv "Frit�bugh L'9��-.{�}ilra#�c'r,,��, ItaCREr�:1Et;T
� {'� r�t�eetf�afa� ,�.t i"ut�e�,� , t���I� F, rv�Rusn, Esri�aFar., r��1ETl,
� L �'��r.mLrity `'�n�}:�1 6'�a�����t��'�� +Hcr� Ker�i, Eari
B.i.i [Coastal or Waterfront Area] No
B.i.ii [Local Waterfront Revitalization Area] No
C.2.b. [Special Planning District] Yes - Digital mapping data are not available for all Special Planning Districts.
Refer to EAF Workbook.
C.2.b. [Special Planning District- Name] NYS Heritage Areas:Mohawk Valley Heritage Corridor, NYS Heritage
Areas:Saratoga
E.1.h [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF
Potential Contamination History] Workbook.
E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF
Listed] Workbook.
E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF
Environmental Site Remediation Database] Workbook.
E.1.h.iii [Within 2,000' of DEC Remediation Yes
Site]
E.1.h.iii [Within 2,000' of DEC Remediation C546057, 546052, C546057A
Site- DEC ID]
E.2.g [Unique Geologic Features] No
E.2.h.i [Surface Water Features] No
E.2.h.ii [Surface Water Features] No
E.2.h.iii [Surface Water Features] No
E.2.h.v [Impaired Water Bodies] No
E.2.i. [Floodway] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.j. [100 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.k. [500 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
Full Environmental Assessment Form - EAF Mapper Summary Report 1
E.2.1. [Aquifers] Yes
E.2.1. [Aquifer Names] Principal Aquifer
E.2.n. [Natural Communities] No
E.2.o. [Endangered or Threatened Species] No
E.2.p. [Rare Plants or Animals] No
E.3.a. [Agricultural District] No
E.3.c. [National Natural Landmark] No
E.3.d [Critical Environmental Area] No �
E.3.e. [National or State Register of Historic Yes- Digital mapping data for archaeological site boundaries are not
Places or State Eligible Sites] available. Refer to EAF Workbook.
E.3.e.ii [National or State Register of Historic Eligible property:Saratoga Central Catholic HS, Casino-Congress Park-Circular
Places or State Eligible Sites - Name] Street Historic District, Drinkhall, The
E.3.f. [Archeological Sites] Yes
E.3.i. [Designated River Corridor] No
Full Environmental Assessment Form - EAF Mapper Summary Report 2
� �---� Sr 9N
LEGEND p �� n y � =r
w � Bld i ,�
W � � �
0 BENCHMARK � � � --� �� �
v Q �o w o r � ����� ! �
0 CONTROL BASELINE � � � � Park_'� zs � ''�►-
� � Q w �-- g �� 2
O C.I.R. CAPPED IRON ROD N � �
� � � � N �
o I.P. IRON PIPE � �� Z a S Q 29 �ib�ary � r g� 7 �
Q SANI TARY MANHOLE � � �`" � o ��C� 50 � �
=p v, � � � �,_'j � �
� w
CB CATCH BASIN W ti°�1 � ' � � � SITE �.CO��� S 9P
� � � , �, �,
o �,
STORM MANHOLE g � � `' \ � Sarato i �
� � �� \ r ,� Ca o �
Q 16' Q 291.2+ ' � v ��
� UNKNOWN MANHOLE Q 3 �- 2g LANDS N/F entr 1 Sc �
�' � 3 (� � / THE SARA TOGA HOSPI TAL
� FIRE HYDRANT � / BOOK:2012 PAGE:16471 J � Q'
�, �� � TAX ID: 165.75-1-4.21 � pg f g
� GATE VALVE � � I � �h C�h ,♦ �� I � ra r � V
� �
❑E ELECTRIC METER � � �`�' l I Z �� / LANDS N F tNC �N - i
� � � � � �
/ 4
� ELECTRIC JUNCTION BOX � 3 � � Q � GLOVERSVILLE FEDERAL SAVINGS � • � �� _J 7 ,4P) U
W - a AND LOAN ASSOCIA710N ■ ; g
QP TELEPHONE BOX RiM=2si ss � s" � "HANDICAPPED � BOOK:1040 PAGE:35 � � 1 7 .+
INV(A)=283.80, l2"c�4Y '� � `O PARKING" rvP. � TAX ID: 165.75-1-4.1 frailer �t IG
�'l UTIUTY POLE INV(B)=284.72, �2Ac�ar � ti�ti � 3 2si.a+ � � �1�aC k 7 � w
�r m CATCH BASIN 6 I (
� DECIDUOUS 7REE �� � Nv(a)92ss.ss, t2"RCP
2-STORY
q CONNECTION NOT EV1DENT BRICK BUILDING LOCATION MAP
� SINGLE POST SIGN �? `� `B STORM MH 5 �
-�� DOUBLE POST SIGN S ��� U �eJ RIM=292.35 CATCH BASIN 4 � NOT TO SCALE
SUMP=289.18
STORM MH 7 �. � � MAINTENANCE ACCESS RIM=291.41 CATCH BASIN 3
RIM=292.27 O ° S FOR CATCH BASIN 6 INV(A)=287.84, 12"HDPE RIM=291.25 I
�T TRAFFIC CONTROL BOX PULL � �, o
INV(A)=286.52, 16"RCP h INV(8)=287.97, 12"HDPE INV(A)=288.32, 12"HDPE
INV(8)=286.67, 12"HDPE 41 a� � \ f-F _ INV(8)=288.35, 12"HDPE
� TRAFFIC CONTROL SIGNAL POLE INV(C)=286.93, 16"RCP U � J t3 \ `ST STOP� E-292�88 ' STORM MH 2
� BOLLARD INV(D)=288.92, 15"HDPE � � _ � \1 � -292- (q) � (B� CD r IN/V(A)9288.41, 12"HDPE
BOL v � 3� � I �2 ST �URB / / INV(8)=288.70, 12"HDPE
V 9� INV(C)=288.97, 8"PVC
� GUY WIRE � � 3 � � / �292.0 \ST �A)cB �B � SAN. MH 1 I
� CURB STOP h � - � ASPHALT \ J � RIM=292.89
BENCH BENCH � � �� PARKING LOT �\292- ' ST s � INV(A)=288J1, 6"PVC I
�n �9 � �A �C� INV(B)=288.26, 6"PVC r
� /ti9 I.P.F. ' 292.5+ � /��. �29,3 // �
r� � � DUMPSTER GRAVEL SAN. MH 104
❑G GAS METER _ - - 9J � �
.
� = CONC CURB ��e) S "� RIM=295.20
��ll 3 � I Q--p, S FFE=295.42 Q
� GAS MARKER o � --o �
V W h Q M 1 INV(A)=290.40, 10"CLAY
� � � � -CO HOSP/TAL p / p CONC. � I �g INV(B)=290J0, 10"CLAY
• UTIUTY MARKOUT POINT h � o n � � _ - � `- N�Y� �. � cuRe � � � J iNv(c)=2so.s� to"CLAY
�o-
G A S V A L V E � � �3°V � ' �ASS 294 3 SENOTE No�NT � � ��? / BRICK BU�DING j I\ ��3 3 +296.0 � SS
h ^°3 U V Q I ' k� � J BA�yK � V 29� J� O o
�C UGHT POST � � � � Z� �"� - TRANSFORMERS_ �_��N�Y � NW � U U V t�
/ BUILDING LINE �� � ^ � /"NO PARKING" / � p � � �
Z � �/ 295/ � / C�N�RL'{TE S/D v2g7� �
+90.D SPOT ELEVATION � 2��� 3 ,� � / 295.3 2g5 g +I� � EH'ALK �\� 3
� � �; � � � 3
291- - - - MINOR CONTOUR � 3 � o S ,��,h +295.4 GRASS / � / TMOMPSON
� � / / / FLEMING � H
-290_ _ MAJOR CONTOUR � � J / / � 29$ �' BENCHMARK �2
V � GRASS 24u PARKING LOT 296 / �/ / '�- � /�Q
ST STORM LINE CATCH BASIN 14 � ,� �h i / � c�, 1 X-CUT IN
RIM=294.f0� 3 �; �W . � �� / � � 3 � HYDRANT NHOA
55 SANITARY LINE INV=289.53, t2"RCP �B �b I a� LANDS N/F �� / / ' 3 = ;� ELEV=300.18'
�,��,`� 2a" �a 269 BROADWAY SARATOGA LLC � / /2gg - ., �'
C.I.R.F. � � BODK:2019 PAGE 29745 � / � 3
f ELECTRIC LINE BENCHMARK �1 h THOMPSON � 294.s TAX ID: 165.75-1-7 / �,� � � `�
RR SPIKE IN WEST- FACE � NM ��;+�Nc + ��- � ti / so" >
W WATER LINE OF UTILITY POLE � �3 � 2y5.� � (M.R. #1) / / / � �
ELEV=295.44' _ � � � / ��, � 3 3 m
l� � � +295.6 � �
f T� ELEC., TELE., COMM. LINE �h 3 � � 295 � _ � � � / /ti / /� o � 300� o
`L � h� � i ��96.0 �;} � _� �- - 296.1 i / / � p I h
� GAS LINE `' �� � � � `"` - - / / ^�° � � O
� � �O / Cp/yC eENCH GRASS _ - _ - � �9i � i � / / .�� I 2 j. � � h
-❑ o ❑ METAL RAILING o � � `' � RE�S/D � � � ^�° c�, Q h W
4' � � � � � EWqGK �E Cy � � / / � rn � J h
- - PROPERTY LINE W � `' � �� � -_ _ � � � C.I.R.F. � -p p J
� <u b Q � 296� � � �/ / � / TFIOMPSON �p2 c9 Q � 0
� y� m ` 3 � i� _ FLEMING ✓ � �
a � � ~ ° / +296.4 � � � � 298 4 PRMANfNT // {� m � �� DEED REFERENCES:
- - ADJACENT PROPERTY LINE � 4; �'fR � - -
o � �, / � � � EASEMENT // � eENCH � �' � 1. 5 1 9 B R O A D W A Y, L L C T D 2 6 9 B R O A D W A Y S A R A 7 0 G A, L L C, D A T E D O C T O B E R 1 5,
1 � p � ASPHALT � ' � (M R„3� � + Q Z
l� � � i 300.3 � .�+
H � 3� Z PARKING LOT �2g� � 2g7_3 + I / / � � � � 2019, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER 18,
� h, � � � / � / _ � / ,�o`� a'� ^ ��� � 3 3 2019 IN LIBER 2019 PAGE 29745.
�
STORM MH 15 3 � � � ASPHALT / � �� j �3
RIM=295.29 � � �; / PARKING LOT l � � �r � 2. MARY J. COXE AND GEORGE F. JONES, AS TRUSTEES TO THE LAST WILL AND
(UNABLE TO OPEN) � � � / / - ' � i +2g8'4 / � � � �/ h' I �a 3 303 - TESTAMENT OF MARY J. JONES TO ST. PETER'S CHURCH, DATED MAY 11,
� W e / 29a / M �� � r � 1907 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON MAY 29,
� � � � � � � / l�CRf�S/p�c�,yA � \ � 1907 IN LIBER 261 PAGE 411.
/ � � / / � 299 � � - 3_ // / � I 3 � MAP REFERENCES:
SAN. MH 16 6 � � ~" � � i � - - .30 �
RIM=295.68 29 � �' �� � � c� :
INV(A)=288.28, 12"CLAY � � FFE=30p,sz y � 3p4\ � �� ,�4 r �
wv(e)=2ss.ss, to"CLAY 12» A�p a � 298.°�'' � -' Q •�a � �o � 1. MAP TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF LANDS TO BE
iNv(c)=2ss.as, t2"CLAY (REc) /� - � 305` o S � � � � CONVEYED TO 519 BROADWAY, LLC", PREPARED BY THOMPSON/FLEMING LAND
" / � r= � � � SURVEYORS, DA7ED JANUARY 2017.
CATCH BASIN 17 V GRASS
RIM=295.64 ~� � � / V 3 3
iNv=2st.4t, t2"RCP � j / I 305 2. MAP TI7LED "MAP OF A PORTIDN OF THE PROPERTY OF ST. PETER'S CHURCH,
/ / / SARATOGA SPRINGS, N.Y.", PREPARED BY S.J. MOTT CE, DATED JUNE 13,
/ 299� FFE=300.64 / 1923 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN CARD N0. 1,
� � � POCKET ND. 7, FOLDER ND. 3, MAP N0. 4, FILING DATE IS UNKNOWN.
/ �2 = � � 3-STORY 3. MAP TITLED "PROPOSED PERMANENT EASEMENT TO BE GRANTED BY ST.
9� _/' / �� BRICK BUILDING LANDS N/F PETER'S CHURCH TD 269 BRDADWAY SARATOGA LLC', PREPARED BY M.J.
_ � � EDGE�FPA�� �� ST. PETER'S CHURCH � ENGINEERING AND LAND SURVEYING, P.C., DATED JANUARY 15, 2020.
C° " `�% / �r c°° BOOK:261 PAGE:411
X o 3 / +2se.2 /- _ = FFE=300.65 TAX ID: 165.75-1-10.1 I
EASEMENT NOTE:
N � �° // // � - N RIML303.84 �M'R' #2� 1. UTILITY EASEMEN7 GRANTED TO NIAGARA MOHAWK POWER GROUP DATED
4, o
� � /� / / M INV(A)=298.08, 6"CIP
� � h � + l / �303.0 iNv(e)=2s�.�s, VERT. s"ciP NOVEMBER 13, 1979 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE
� a � �; = 2y$6 � + - �A� *INV 8 ON BOTTOM OF STRUCTURE, ON MARCH 7, 1980 IN LIBER 1004 PAGE 1148.
J 29 � � I / UNKNOWN CONNECTION)
� �\ °'� 00 / I / 30� I
ti .�, � GENERAL NOTES:
� � � ��^ �302.1� � +�RA/N �
-� 0 �, � / / ,�o`� ,� �. / �CONCRE� '�p,pA�N I 1. NOR7H IS ORIENTED TD GRID NORTH FROM GPS OBSERVATION.
0
ENT/
N �� 299 6+ � / / � Mo,� �Q� //RET O/y �y,qLL wj�MET '''ORqpy 2. HORIZONTAL DATUM REFERS TO THE NORTH AMERICAN DATUM OF 1983
o � � / / � J i A� /�'ANOR / (NAD83/2011), NEW YORK STATE PLANE EAST ZONE (3101).
N BENCHMARK �3 ��9 ,� / � � � I � +3os.2 0 �ow � �A/�
N DOCK SPIKE IN 9. � � �3a2.o I / �� 3�0� 3. VERTICAL DATUM REFERS TO NATIONAL GEODETIC VERTICAL DATUM OF 1929
�, UTILITY POLE � / � � 3a4.�/ I �
� ELEV=300.89' _ � � I + � ( � / +3io.� (NGVD 29).
3 +300.�/ � � < � �
I I I I+307� 1 1 � 4. CONTOUR INTERVAL = 1 FOOT.
� � �301.8+ � I � 308.6+ I
m `�oo �� 3oa� I 302.9+I � I I � \ 5. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY COMPLETED BY M.J.
� � �01 � �304.o J � 1 I
� o`� I 310.9 ENGINEERING AND LAND SURVEYING, P.C. IN SEPTEMBER-OCTOBER 2019,
�i � �°�' a � I 3os.s � � � \ DECEMBER 2020 AND FEBRUARY-MARCH 2O21.
0
M �; � � I +309.3 BIKE 6. UNDERGROUND UTILITIES SHOWN HERON ARE BASED ON SURFACE EVIDENCE
� _ = CO/yCRE�S��Ew � �� R0� � AND INFORMATIDN RECORDED DURING CONVENTIDNAL SURVEY METHODS. THIS
X� I � ALK o� � +3ii.a � MAPPING DOES NOT PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE
o _ � �o°� \ I AND IS SUBJECT TD FIELD VERIFICATIDN.
o�o ' _ � � 7. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS MAP IS A VIOLATION OF
°� SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS
� so o is so so _ � SURVEY MAP NOT BEARING 7HE LAND SURVEYORS SEAL AND SIGNED WITH
� � INK SHALL NOT BE CONSIDERED 70 BE VALID COPIES.
U � LANDS N/F -
� � ST. PETER'S CHURCH � 8. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE.
� � BOOK:117 PAGE:444 SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE
� � ( IN FEET ) TAX ID: 165.75-1-10.2 REPORT MAY DISCLOSE
c� � 1 inch = 30 ft.
� Z
� _'
c�
-� �
c� Q
°° � SUBMITTAL / REVISIONS TOPOGRAPHIC SURVEY OF SCALE: 1�� = so�
o� � CONTRACT No.:
� �
N ' No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JEQ THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE LANDS N/F OF 269 BROADWAY MJ PROJ. No.: 987.04
� N CHIEF DESIGNER: UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) E n g i n ee ri n g a n d �ATE: MARCH 11, 2021
�, � S A R A T O G A L L C & A P O R T I O N O F
D E S I G N E D B Y: A R C H I T E C T F O R A N A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R O R �
� � DRAWN BY: CWR LAND SURVEYOR FOR A LAND SURVEYOR, IS A VIOLATION OF THE La n d S u rveyi n g � P . C . LANDS N/F OF ST. PETER'S CHURCH
� � CHECKED BY: JGM NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS
� � A CLASS ��a�� Mis�EnnEaNOR. 1533 Crescent Road - Clifton Park, NY 12065 CITY OF SARATOGA SPRINGS 1 O F 1
� �
z � SARATOGA COUNTY NEW YORK
� o . DATE DATE
..�`' �" �� City of Saratoga Springs
�n:' ' ";; Department of Public Works
� = � 5 LakeAvenue AnthonyJ.Scirocco
�' �Q;y :.�� : Sarutogtr Springs,�NY 12856 Commissioner
•'-u!!A �y 41
r518j 587-3550o�ce JosephJ.O'Neil1
www.saratoga-springs.nrg Deputy Commissioner
NfW WATER SERVICE CONNECTION
AGREEMENT&APPLlCATI{3N FORM
269 Broadway Sa�atoga LLC
Property Owne�'s Name Project Name(if applicable)
Property Address ��� Broadway Tax Map#: 165,75-1-7
Size of Tap(check one below)
� " 1" X Greaterthan 1"
A unit of water shafl be defined as 14,000{four#een
thausand)cubic feet af water ger year.
Contact the Utilities Department at ext. 2502 far
assistance with water use estimation and meter
specifications before signing belaw.
Number of Owellings: � Estimated Cubic Feet of Water per Year
485,450 CFJYR
To be compfeted in full without any contingencies or protest, on ar before the Building Inspector approval of
the rough plumbing, including the installation of the water meter, or a#the time of the issuance of a tapping
permit.
The undersigned represents to the City that they have futl and complete authortty to execute this document
and find and commit the develaper to abide by the City Water Ordinance. This agreement shalt be binding on
all of the undersigned transferees.
The undersigned acknowtedges that a copy of 's document will be delivered to appropriate and necessary
governmental entities.
Authorized Signature Print Name �erard Moser
�amPa�y Name&Add�ess Rall�'Oc�d PIaCe, Saratoga Springs NY 12866
Company Phane Number 5�8-8�i4'�27�iA� Fax Number o�t� 7I912Q21
*******�******************�******* �*************� *****************�:***«*******:********
Department of Public Works Approval ����1..-�Q��.� Date:--��,�"L`'_