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Home My WebLink About20210560 Skyward Drive Site Plan Application **HANDWRITTEN APP�.,lCATIONS WILL NOT S� AGCEPTED** �FOROFFICEUSE� ''' '"'�' ' ' CITY OF SARATOGA SPRINGS {Application#) 4, �fr e + _ � . f '- PLANNING BOARD '`� � ` � (Date received) _ i� = •,.� ' CITY HALL-474 BROADWAY �f.,��1 — SARATOGA SPRINGS, NEW YORK 12866-2296 ` - TEL: 518-587-3550 X2533 "��.�-:�,sc� ` www.saratoga-springs.org (ProjectTitle) 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 Sk ward Drive, Sarato a S rin s, NY 12866 Address/Location: y 9 p � 9 Tax Parcel #: 178.-1-62 zon�►,g ��Str��t:IND-G Industrial General (for example: 165.52-4-37) ��Project Description: M � � � SAe�rQ;P�t r��rra+Gu� _ � - _ _ �� 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 OJYES If YES, include Application TYPE and DATE: Is property located within (check all that apply)?: ❑ Historic District ❑ Architectural Review District L� 500' of a State Park, city boundary, or county/state highway APPLICANT(S)* OWNER(S) (If nOt apqllCant) ATTORNEY/AGENT Name Munter Land Holdings, LLC MunterLand Holdings,LLC c/o Mike Munter Verity Engineering, D.P.C. Address 881 �urray Road, Middle Grove, NY 72850 881 Murray Raad,MEddle Grmv�e,NY 12850 P.O. Box �74 Troy, NY 12181 Phone �518) 584-6174 (518) 584-6174 518.389.7200 x102 Email mike@munterenterprises.com mike@munterenterprises.com brian@verityeng.com Identify primary contact person: ❑ Applicant ❑ Owner 8 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 REQUIRED ITEMS: *3 hard copies (1 w/original signature), 1 digital copy of ALL materials Application Fee: Make checks payable to the "Commissioner of Finance". - REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. Check City's website (www.saratoqa-sprinqs.orq) for meeting dates. Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? YES NO�. 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 of 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. �- __- �_ - =�-� - d - �_. � � ._. - Applicant Signature: Date: �� 2�� If applicant is not current owner, owner must also sign. ..-�- - � _ ..t � - - �.- _ �:,,_. _ _�. � �� - - _ - - - Owner Signature: Date: ''�I�7 '�`� '`"`' ' CITY OF SARATOGA SPRINGS `��. ;r ' r� ' ' PLANNING BOARD ,,� ,: f ,,y+� CITY HALL-474 BROADWAY � • t� '� � SARATOGA SPRINGS, NEW YORK 12866-2296 `�r. ��`�� ' TEL: 518-587-3550 X2533 `'k'��A�=-�� '`' www.saratoga-spnngs.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: *3 hard copies_(1 w/originai signatuX�), 1 digifi�l copy of ALL �raterials _ 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 of all submittal items (pdfl shall be provided. Q] 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-Quantities of work items and estimate of costs 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. 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 City of Saratoga Springs Site Plan Checklist 1 � 5. Site vicinity map (all features within 300 feet of property) � 6. Identification of zoning district with corresponding area requirements � 7. Building setback lines, either listed or shown on plans. � 8. Title block with project name; name and address of applicant; and name and address of property owner (if different) � � 9. Topography data tied to NGVD 1929 datum � 10. Name of all adjacent property owners � 11. Parcel street address (existing and any proposed postal addresses) Yes No N/A 12. Identification of all existing or proposed easements, covenants or legal rights-of-way on this � � � property [] � � 13. References to all prior variances or special use permits � � [�f] 14. Existing and proposed contours and spot grades (at 2 foot intervals) � � � 15. Identification of all spoil or borrow areas P` � � � 16. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands, � floodplains, rock outcroppings;`etc. � � � � 17. Location of proposed storage � � � 18. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and condition of existing sidewalks) - '� � � � _--�19. Location, design specificati��-and construction r�aterial for all proposed site impr-o�ements (drains, culverts, retaining walls, berms, fences, etc.) '�] ([� [� 20. Location and distance to fire hydrant �] � � 21. Location, size, and material of all existing and proposed utility services � � � 22. Parking lot layout plan and identification of all loading areas (number all spaces) � � � 23. Parking demand calculations � (�] � 24. Identification of parking spaces and access points for physically impaired persons � � � 25. Location and screening plan for dumpster or recycling bins � � � 26. Location, design, type of construction and materials, proposed use and exterior dimensions of all buildings (existing and proposed) on site � � � 27. Identification of storage of any potentially hazardous materials � � � 28. Planting plan identifying quantity, species and size of all proposed new plant materials. Label existing plant material to be retained or removed. � � � 29. Lighting plan showing type, location and intensity of all existing and proposed exterior lighting fixtures � (Q � 30. Erosion and sediment control plan — including designated concrete truck washout area Checklist prepared by: �- I ` Date: O4/2O/2� City of Saratoga Springs Site Plan Checklist 2 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board ofAppeals[1][2] TOTAL #VARIANCE UseVariance I I$1100+$50/app Area Variance-Residential I5275/var+$50/app+$1Z5 each add'I variance ' AreaVariance-Multi-Family,Comm,Mixed-Use 5660/var+$50/app+$200eachadd'Ivariance Interpretations I �$550+$50/app Post-WorkApplication Fee I IAdd 50%Appfee+$50/app Varianceextensions � �SO%ofAppfee+$50/app Application to Design Review Commission[1] TOTAL t#STRUCTURE Demolition I � �5385 Residential Structures Principal � �$55 Accessory I$55 Extension I 535 Modification � �$55 Multi-Family,Comm,Mixed-UseStructures Sketch I $165 Principal I $550 Extension $200 Modification 5330 Multi-Family,Comm,Mixed-UseAccessory,Signs,Awnings Principal �$140 Extension � $75 Modifi[ation I I$140 Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[2J � $990+$50/app SpecialAJ.ePermit-extension _ � I I$330,_ __ .=.__ — -- SpecialUsePermit-modification[2] "`- —�- � �$450+$'S0/app �� --- �a SitePlan Review-incl.PUD: Sketch Plan $330 Residential � �$330+$2(]0/unit Residential-extension � $200 Residential-modification � $400 Non-residential 9760 170000 5660+$130/1000sf Non-Residential-extension � $300 �`er•Residential-modification _�_ _ �-_ 5�--- _ Subdivision-incI.PUD: TOTAL #iLOTS � Sketch Plan � �$330 PreliminaryApproval[2] Residential:1-S lots I $660+$50/app Residential:6-101ots � 5990+$50/app Residential:ll-201ots � 51320+$50/app Residential:21+lots 51650+50/app Residential-extension � I$330 Final Approval[2] Residential I $1320+$175/lot+$50/app Non-Residential � I$2000/lot+$50/app Final Approval Modification[2] Residential I IS330+$50/app Non-Residential I I$550+$50/app Final Approval Extension Residential I I$135 Non-Residential � �$330 Other: TOTAL #LOT/ACRE Post-WorkApplication Fee IAdd 50%App fee Lot LineAdjustment I$350 Letter of Credit-modification or extension I$440 Letter of Credit-collection I up to 1%ofLoC Recreation Fee I$2000/lotorunit Land Disturbance I$660+$55/acre SEQRA EIS Review(Draft&Final) TBD Legal Noticing if PB requires Public Hearing $50/app � [i] Fees are based on per structure,except where noted. $9,760.00 TOTAL DUE [2] Legaladrequired;includesCityprocessingandpublishing For Administrative Use Total Paid at Intake Revised Fee Balance Due ��_BalancePaid Staffapproval LETTER OF TRANSMITTAL � � ' Verity Engineering,D.P.C. e r�ty P'O Box 474 V Troy,New York 12181 518.389.7200�verityeng.com T0: RE: Ms. Susan Barden,AICP City of Saratoga Springs Office of Planning &Economic Development 00 Skyward Drive, Saratoga Springs, NY 474 Broadway 21-003 Saratoga Springs, NY 12866 We are sending you: Co ies Descri tion 1 Electronic Co ies all 3 Site Plan Sets 3 Project Narrative 3 SWPPP Re ort 3 Cost Estimate 3 Site Plan A lication wetink ori inalto be delivered b a licant 3 Short EAF 3 Corres ondence Letter SHPO-Re ort Effect Findin No Im act 3 Corres ondence Letter DEC - Letter of No Jurisdiction Endan ered S ecies Act 1 Fee Check - Site Plan Fee to be delivered b a licant THESE ARE TRANSMITTED as checked below: ❑ For approval ❑X As requested ❑ For your use ❑ For review and comment COMMENTS: . SIGNED: � �`� DATE: 05/12/21 � � 1 ' ' � �er� ty , Engineer s Estimate Proj. #: 21-003 Opinion of Cost Proj. Desc.: Prepared By:EAS Date: 04-20-2021 Item Qty. Unit Unit Price Cost Total On-Site 25% $ 176,061.25 Total Letter of Credit $ 176,061.25 Site Work Site Preparations Construction Stakeout 1 LS $ 5,000.00 $ 5,000.00 Temporary Traffic Control 1 LS $ 2,000.00 $ 2,000.00 Subtotal $ 7,000.00 Erosion Control Sediment Control Fence 260 LF $ 1.50 $ 390.00 Temporary Sediment Trap 1 LS $ 2,500.00 $ 2,500.00 Temporary Construction Access 167 SY $ 8.00 $ 1,336.00 Inlet Protection at Drywells 7 EA $ 57.00 $ 399.00 Subtotal $ 4,625.00 Demolition and Site Clearing Clearing and Grubbing 6.41 AC $ 5,000.00 $ 32,050.00 Strip Topsoil and Stockpile 3,853 CY $ 5.00 $ 19,265.00 Subtotal $ 51,315.00 Excavation and Site Grading Site Grading 34,654 SY $ 1.00 $ 34,654.00 Subtotal $ 34,654.00 Storm Drainage Catch Basin 7 EA $ 500.00 $ 3,500.00 30" HDPE 177 LF $ 35.00 $ 6,195.00 18" HDPE 345 LF $ 30.00 $ 10,350.00 15" HDPE 437 LF $ 30.00 $ 13,110.00 12" HDPE 223 LF $ 23.00 $ 5,129.00 Rip Rap Protection 1 CY $ 28.00 $ 28.00 Subtotal $ 38,312.00 Paving and Curbs Integral Concrete Curb 605 LF $ 30.00 $ 18,150.00 Asphalt, Top Course (1-1/2" depth) 1,000 TON $ 125.00 $ 125,000.00 Asphalt, Binder Course (2-1/2" depth) 930 TON $ 110.00 $ 102,300.00 12" Subbase Course 3,953 CY $ 50.00 $ 197,650.00 Concrete Paving (5") 3,100 SF $ 13.00 $ 40,300.00 8" Subbase Course 77 CY $ 50.00 $ 3,850.00 Subtotal $ 487,250.00 Lighting Site Pole Lights 13 EA $ 4,000.00 $ 52,000.00 Mounting Lights 10 EA $ 1,000.00 $ 10,000.00 Subtotal $ 62,000.00 Planting Fine Grade and Seed 12,390 SY $ 1.10 $ 13,629.00 Trees 3 EA $ 350.00 $ 1,050.00 Small Shrubs 20 EA $ 20.00 $ 400.00 Perennials 30 EA $ 8.00 $ 240.00 3" Mulch @ flower beds 9 CY $ 30.00 $ 270.00 Subtotal $ 15,589.00 Survey As-Built Survey 1 LS $ 3,500.00 $ 3,500.00 Subtotal $ 3,500.00 Grand Total $ 704,245.00 Verity Engineering, D.P.C. P.O. Box 474 21-003 Cost Estimate.xlsx Troy, New York 12181 Page 1 of 1 .� ` � � Verity Engineering,D.P.C. e r�ty P.O Box474 V Troy,New York 12181 518.389.7200�verityeng.com Project Narrative Proposed Warehouse Expansion City of Saratoga Springs, Saratoga County April 2021 Site Address: Skyward Drive Saratoga Springs, NY 12866 Tax Map 178.-1-62 Applicant: Munter Land Holdings, LLC c/o Mike Munter 881 Murray Road Middlegrove, NY 12850 Owner: Munter Land Holdings, LLC c/o Mike Munter 881 Murray Road Middlegrove, NY 12850 Agent: Munter Land Holdings, LLC c/o Mike Munter Middlegrove, NY 12850 Design Engineer: Verity Engineering, D.P.C. P.O. Box 474 Troy, NY 12181 Surveyor: Gilbert VanGuilder Land Surveyor, PLLC 988 Route 146 Clifton Park, NY 12065 David F. Barrass, Land Surveyor 5 Maple St, Corinth, NY 12822 Zoning: IND-G- Industrial General Proposed use: Warehouse Project Overview The applicant proposes to construct a 70,000 square foot (sq. ft.) warehouse. The proposed warehouse will have eight (8) loading docks with new municipal utility connections. Two (2) curb-cuts from Skyward Drive are proposed, situated at the western ends of the parcel. The project will disturb greater than one (1) acre of land and will be subject to New York State Department of Environmental Conservation (NYSDEC) stormwater regulations. Runoff from stormwater will be conveyed via closed drainage to a new infiltration practice. The site is absent of wetlands, waterbodies, watercourses and not located within a flood plain. The scope of work for the proposed project involves select removal of vegetation, grading, stormwater management including closed drainage network, site preparation for i construction of the building, paving operations and other site appurtenances. The project will require site plan approval from the City of Saratoga Springs. Description of Existin� Site and Use The subject parcel, 20 Skyward Drive, a/k/a TMPL: 178.-1-62, is presently 10.34± acres in size and wholly located within the General Industrial (IND-G) zone. The site has 1,157± feet (ft.) of frontage along Skyward Drive, a private Right of Way, is 371± ft. in depth. Non- contiguous frontage along Geyser Road is 311± ft. The parcel is bordered on the west by Skyward Drive, SKS Bottle & Packaging, Inc. industrial use to the north, a commercial use to the south and undeveloped lands owned by the Saratoga Spring Water Company to the east. The site plan includes construction of a 70,000 sq. ft. structure, eight (8) loading docks, 1 grade-access vehicle door, appurtenant vehicle parking, utility service connections and stormwater management practices. Drainage and Surface Water The development plan is subject to NYSDEC SPDES GP-0-20-001 stormwater permit regulations. Surface drainage on the property will be conveyed via sheet flow to a series of catch basins and infiltration swales. A closed drainage system exists to collect rooftop runoff which is conveyed to the aforementioned practices. Easements and Utilities Skyward Drive is a private roadway owned by the applicant. Deeded ingress, egress and access to utilities over said roadway is provided. No other encumbrances exist on the parcel. Description of Proposed Project The applicant proposes to construct a 70,000 square foot (sq. ft.) warehouse. The proposed warehouse will have eight (8) loading docks with new municipal utility connections. Two (2) curb-cuts from Skyward Drive are proposed, situated at the north and sound of the proposed development. The project will disturb greater than one (1) acre of land and will be subject to New York State Department of Environmental Conservation (NYSDEC) stormwater regulations. Runoff from stormwater will be conveyed via closed drainage to a new infiltration practice. The site is absent of wetlands, waterbodies, watercourses and not located within a flood plain. The scope of work for the proposed project involves select removal of vegetation, grading, stormwater management including closed drainage network, site preparation for construction of the building, paving operations and other site appurtenances. The project will require site plan approval from the City of Saratoga Springs. Anticipated Impacts on Services: Traffic The proposed use will generate additional traffic in the AM and PM peak hours. According to the ITE Trip Generation Manual 10th Edition, industrial use, Warehousing (150) with approximately 70,000 Sq. Ft. of GFA generates 34± and 36± vehicle trips in the peak AM and PM hour, respectively. Directional distribution in the AM peak is 77% entering and 23% exiting and PM peak is 27% entering and 73% exiting. This additional traffic is considered negligible in relation to the background traffic volume on Geyser Road, a/k/a CR-43 of roughly 11,126 vehicles per day according to NYSDOT traffic data. , � '�'_ 2 v Water and Wastewater New water and sewer connections will be required to serve the proposed development. The building is proposed to have fire sprinkler service; however, water and sewer demands are undefined at this juncture. A six (6) inch PE 4710 water connection is proposed to connect to an existing eight (8) inch DIP water main running along the east side of Skyward Drive. Sewer flows will be conveyed via an 1-1/2" HDPE low pressure force main and will connect into an existing two (2) inch HDPE common low-pressure force main on the western edge of Skyward Drive. Fire Protection The site is served by Saratoga Springs Fire Department Station 2. A fire hydrant exists along the east side of Skyward Drive approximately 100 ft. northwest of the proposed building. The driveway access in proximity to the proposed building is a between twenty-four (24) feet wide - thirty (30) feet wide and is sufficient for fire apparatus equipment. Municipal Solid Waste The proposed project will generate additional solid waste that will require disposal to a landfill and recycling center. Private trash collection contractors will be used to collect and dispose of the solid waste. Dumpsters will be stored in the rear of the building. Impact on Adjacent Property Noise Sound levels generated from delivery trucks, product handling and loading and rooftop air- handling units are normal and customary to the surrounding industrial uses and will not have adverse impacts to adjacent neighbors. Visual The project will have no adverse visual impact. See Lighting below. Lighting All light poles will be no taller than 35 ft. and all LED lights will be dark-sky compliant utilizing sharp-cutoff fixtures which direct light only to targeted areas. A photometric plan can be found on sheet C-191. Drainage and Stormwater Drainage patterns will not be altered from the predevelopment conditions. See: Drainage and Surface Water above. Site disturbance is greater than one (1) acre and will be subject to GP-0-20-001 regulations. Stormwater runoff will be conveyed via sheet flow and a closed drainage system to infiltration practices. Please reference the SWPPP for further details. Air Quality The project will have no adverse effect on air quality. Odor The project will have no adverse effect on odors. Impact to Critical Environ NYSDEC mapping indicates the presence of rare plants or animals within the project area. NYSDEC has indicated the proposed action will likely not result in the taking of threatened or endangered species in a letter dated March 8, 2017 due to a lack of suitable habitat on or near the project area. � '�-_ v3 Proposed Buildin� Gross Floor Area The proposed addition will have an approximate Gross Floor Area (GFA) of 70,000 sq. ft. Building Height and Number of Floors The building height will be approximately 30 ft. Miscellaneous Site Information Parking, Parking Improvements and Site Distance Section 6.2.6, Off-Street Parking Schedule, calls for one (1) space per two (2) employees plus one (1) per company vehicle; fifty-four (54) spaces are proposed inclusive of three (6) ADA assessable. An additional fifty-five (55) banked parking spaces are provided. Adequate site distance exists along skyward drive at the proposed access driveways. Hours of Operation Monday through Friday 24 hours per day. Open Space Preservation/Green Space The proposed green space is approximately 58%. Construction Sequence and Phasing The project will be developed in a single phase; however, site disturbance will be phased to limit disturbance under the five (5) acre threshold. Disposal of Chemicals The operation will not involve the storage of regulated chemicals. Town Communication Impacts No known communication devices or needs are proposed at this time. Variances/Waivers/Referrals N/A , � '�'_ 4 v Sho�t Envi�onmental Assessment Fo�m Pa�t I - P�oject Information Instructions for Completin� Part 1—Project Information. The applicant or project sponsor is responsible for the complefion of Part 1. 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 infarmation. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Skyward Drive Warehouse Project Location(describe,and attach a location map): 00 Skyward Drive, Saratoga Springs, NY 12866 See site plan for location on map Brief Description of Proposed Action: The applicant proposes to construct a 70,000 square foot(sq.ft.)warehouse.The proposed warehouse will have eight(8)new loading docks and vehicle parking in the front. New municipal utility connections are proposed. Two(2)curb-cuts from Skyward drive are proposed,situated at the western ends of the parcel. The project will disturb greater than one(1)acre of land and will be subject to New York State Department of Environmental Conservation(NYSDEC)stormwater regulations.The site is absent of wetlands,waterbodies,watercourses and not located within a flood plain.The scope of work for the proposed project involves select removal of vegetation,grading,stormwater management including closed drainage network,site preparation for construction of the building,curb-cuts, paving operations and other site appurtenances.The project will require City of Saratoga Springs approval for site plan. Name of Applicant or Sponsor: Tele hone: � P (518 584-6174 Munter Enterprises, Inc.c/o Mike Munter E-Mall: mike@munterenterprises.com Address: 881 Murray Road Ciry/PO: State: Zip Code: Middle Grove NY 12866 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that � � may be affected in the municipaliry and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:NYs�Ec-sP�Es Site Plan Approval-City of Saratoga Springs, NY � � 3. a.Total acreage of the site of the proposed action? �0.34 acres b.Total acreage to be physically disturbed? �.�s acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? �0.34 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) � Industrial � Commercial ❑ Residential(suburban) ❑Forest ❑ Agriculture � Aquaric ❑ Other(Specify): ❑Parkland P��e 1 of� 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ � ❑ b. Consistent with the adopted comprehensive plan? � � � NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ � 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: � � NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? � � b. Are public transportation services available at or near the site of the proposed action? � ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed � � action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑✓ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑✓ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ 12. a.Does the project site contain,or is it substantially conriguous to,abuilding,archaeological site,or district NO YES which is listed on the Narional or State Register of Historic Places,or that has been determined by the � � Commissioner of the NYS Office of Parks,Recrearion and Historic Preservarion to be eligible for lisring on the State Register of Historic Places? _ _�fi �� _ __ � __. _ � _.�t , � .�.._. ,3�r. b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for � � archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? � � b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? � � If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Pa��e � of� 14. Identify the rypical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline 0 Forest ❑AgriculturaUgrasslands � Early mid-successional ❑Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal goverrunent as tY�reatened or endangered? Frosted Elfin, Karner Blue � � 16. Is the proj ect site located in the 100-year flood plan? NO YES ❑✓ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, � � a. Will storm water discharges flow to adjacent properties? � � b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? � � If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ Storm water infiltration basin;temporary impoundment. See SWPPP for details � �9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management faciliry? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AppllCant/SpOnSOI'/name: Brian T. Sipperly-Verity Engineering, D.P.C.-Agent for Applicant Date:04/20/21 Slgl]atiu'e: �-�,�,��,�`— Tltle: Principal Project Manager PRINT FORM p��,; ; a f; EAF Mapper Summary Report Friday, April 16, 2021 12:31 PM DiSCleimel': The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental �� assessment form(EAF).Not all questions asked in the EAF are r answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although �.,e�yN�fi�� the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a �; substitute for agency determinations. F I'.:.1't�`I ��I C7tl:w:n Ni cartr e.�l I II �ar�to�a ��rings Tcruns4 � . _ j � �t�r r��n� : r>.<<i,.e�,_� r � � AI�F�h11f �� '~ � ��I+�t,r�ll: - .B �t�7 - . � .. , : �Gl�^Y!li�1d -F�'��:I�ri�;r . Nef: WY�rI� i" �:pt�b��c]h d'nl� � pF7ilae�Ipltii7 `anr7ii�,i_I;:,,, hrt�nrr ap,IFd�F;Er�.1EF1TF',hJR�van,Esii Japan,r�;1Ell,Esii �vl7ina �:H��nc�k��n^;1�,Esii �P��1E�PdT�F hl� `an,Esii Japan;r�.1Ell,Esii �vl7ina ,H,irsl k��m�_l�:Esri f.�e�r�,�,Esri�Tl7ailarn_rE: raa,t v:�:�� i�.�„sti��r�.��i��_��,��;i,�_r��s, ��,,_I t17?�;I�i Is?r��mm�iri�v ci.�r9��7Sti�?akr�.lap•_��i�tiil�I�h� rr..�i�r�l��7��IS Us�r��amm�_u7itr° �V��.i��i v Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Frosted Elfin, Karner Blue Endangered Animal - Name] Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 ��1�.��=aJJ1� �'��:� �.��1 I �:.�fi°:.°�` �_ W �_'-'':yt, � ;��;!� ' .�s�4t, ��% . � �� !`��. �L��#�1 I�' ��4RC H �.�h�d�lJ t�l�1�3� i� - ,� — � , _ :. � _ ' �' � � � d.. � ,. � �m « - .. �.f 'r��'d ^ � �� . � �_. . , � ' � a _ '" , , e.o� . ,� f ,� . .. ! 1��.� ' r +i ��+ J �l;l JIL� IJ f IIJC VVlli II(I lf It 5�1 iSIIIVt e7i� � ' _ +' -. � � - � 3 � . �, �a. � � � ,, � o. �, i. �.. ,`, � ��. � , _ I , =!� + ��. , : �` � I�, -�'="" ,:� , � � � � ' , � �1S��Il!P arP� (;IinS S�U�:h�c`�S� �C)!"nPr nf nr�nprtwi .� -s. J{ � 't �� ■ ��,1 � �I� , ,' k R' t �e, _ ,i�. , .d . 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R:�+� ` �� _ � �� '' *'� y"�, , �� . , ; � � _ � .. , , ■ - . ' + . ,�' f� �' ,� :� � � , , , - � ��; { � - �. ,� r _ - � �,��Y�,�, ,,�,. ,�"�,� �, , �' � � - , � . ,. 1"� "'; �� `, ; �,�' , .F .�� _ �`�'� " _ �'�, , _ . ,. , _ r � � - ., -• . . , :� .,,,, � _ ,. ` o��,�� ri� � � ,��:�?��e r�-.A. G� _ .��F _ =�'� „ i , � ,� ,, .,�. ,� - �.:_ _ ��— � � -- � . s R� � � � - � 1 � ` p �� Verity Engineering, D.P.C. _ — — — — � P.O. Box 474 � '� Troy, New York 12181 n u s r i a eve o m e n �p.oR SITE �� 518.389J200 � verityeng.com .� m : ,, _ ° �� . . . � Munle� �� 00 Sk wa rd Drive Cit of Sa rato a S ri n s Sa rato a Cou nt N ew York State __ �E��sEs, �� ENTERPRISES. ,N�. � E^n�tip��t 881 Murray Road y y g g g y Middle Grove, NY 12850 ZONING MAP 518.584.6174 ,p �,„ munterenterprises.com „� ,-�� E��, 1" _ ±2,000' w �..I..� a � � . � ',�,z ao (,� Y �/ ;,,�P �c 0 TR� � r� yy CIRCULAR � � r : u - O w � �-�, � � r\� z Z GENERAL NOTES: °'`F� E `� t = W � 8. ALL DISTURBED, NON-SURFACED, AREAS SHALL RECEIVE � \i �>� � E A� Saint W � z 1. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL `` � � G�ENMOR � peter's Cem �/ � APPLICABLE NATIONAL, STATE, AND LOCAL CODES; STANDARD FERTILIZER, TOPSOIL, SEED, AND STRAW MULCH, EXCEPT ^ °`✓'�-- ' `�N p IJ� � o AS OTHERWISE NOTED. �� .- Q`� � � � � O a ORDINANCES; RULES AND REGULATIONS. �_� � _ �z N � ■ � ;�� `� -� J � 2. EXISTING UTILITIES AND STRUCTURES SHOWN HEREIN WERE 9• THE CONTRACTOR SHALL: � �— " o � m � � W � OBTAINED FROM THE AVAILABLE RECORD DRAWINGS. THE � I �°! I b ' "� > vai LOCATION OF ALL UNDERGROUND UTILITIES ARE 9•1. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO r^�_ � V�`°�, �y I– W _ APPROXIMATE; THEIR ACTUAL LOCATION SHALL BE VERIFIED COMMENCEMENT OF WORK AND NOTIFY THE � _ / W � BY THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT DIG ARCHITECT/ENGINEER OF ANY DISCREPANCIES. '' S I T E � > 0 z SAFELY NEW YORK (UFPO) AND ALL MUNICIPAL AGENCIES 9•Z• EXAMINE THE SITE AND INCLUDE IN THEIR WORK THE �=-� � � HAVING JURISDICTION SEVENTY-TWO (72) HOURS PRIOR TO EFFECT OF ALL EXISTING CONDITIONS ON THEIR WORK. _ �� H J � ANY EXCAVATING OR CONSTRUCTION. (1-800-962-7962 OR 9•3. PROVIDE AND INSTALL ALL MATERIALS, AND PERFORM � �/ � Q 811) . ALL WORK, IN ACCORDANCE WITH RECOGNIZED GOOD � I ` o �J� H o STANDARD PRACTICES. � , L�; Q Q 3. CONSTRUCTION OF ALL PROPOSED UTILITIES SHALL BEGIN AT 9•4. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL A � , � � � � THEIR POINT OF CONNECTION TO THE EXISTING UTILITY OR CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR �,f�° 300� �� a AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, coa�ds � \`";a- � , �� 0 ON THE SITE. ��, p�' � o INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS SHALL I �` qoa` �QJ r _ r BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. 10. ALL BACKFILL USED IN TRENCHES WITHIN ROADWAY, ACCESS MungerCem t � n��5 `<-o � � H DRIVE, AND PARKING AREAS SHALL BE PLACED IN MAXIMUM � �`� �} `��-��` 0 " THE ENGINEER MUST BE NOTIFIED AT LEAST TWENTY-FOUR Q (24) HOURS IN ADVANCE OF ANY INSTALLATION TO BE ABLE SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A � � U S G S Q U AD . z MECHANICAL COMPACTOR BETWEEN LIFTS, UNLESS OTHERWISE � "' TO PROVIDE OBSERVATION AS REQUIRED. THE CONTRACTOR Z 2 =f 1" _ ±2,000' H H SHALL KEEP A COMPLETE AND DETAILED RECORD OF ALL NOTED. � -_ – � o UNDERGROUND UTILITIES INSTALLED AND ENCOUNTERED SO `' THE ENGINEER IS ABLE TO USE THE RECORDS FOR THE 11. WHEN BACKFILLING AROUND PROPOSED OR EXISTING � � N `� o�c PREPARATION OF RECORD DRAWINGS AS REQUIRED BY THE STRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM SIX �"� `x , ^ a , V 1 LOCAL MUNICIPALITY. (6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL r ,,°' �;��dei3s aais �st � COMPACTOR BETWEEN LIFTS. �� _- 4. WHEN CROSSING EXISTING UTILITIES WITH PROPOSED � ( I�' � � L E G E N D UTILITIES, CONTRACTOR SHALL COORDINATE SUCH CROSSINGS 12. CONTRACTOR SHALL ADJUST RIM/TOP OF FRAME ELEVATIONS ' \ � WITH THE RESPECTIVE MUNICIPAL AGENCIES AND UTILITY TO PROPOSED FINISHED GRADES FOR ALL UTILITIES LOCATED I COMPANIES HAVING JURISDICTION OVER THE EXISTING WITHIN LIMITS OF PROPOSED WORK. �C,} I I Ex. Ma'or Index Contour �C.�F N E�Y UTILITIES. " ° � \ � / P� JAMES � 13. NO SUMP PUMP, CELLAR, OR FOOTING DRAINS SHALL BE ' � I I Ex. Minor/Interval Contour — — �3�� — � �� Q-O� �'�� 5. ALL PROPOSED UTILITIES AND APPURTENANCES SHALL BE CONNECTED, TEMPORARILY OR PERMANENTLY, TO ANY � * � � * CONSTRUCTED IN COMPLIANCE WITH THE LOCAL SANITARY SEWER. I � �� Pr. Major/Index Contour 100 � r CC MUNICIPALITY'S CODES AND REGULATIONS GOVERNING THE ' � � '�_ I n � W INSTALLATION OF SUCH UTILITIES. 14. SEWER/WATER CROSSINGS: UNLESS OTHERWISE NOTED ON THE �rs � / Pr. Minor/Interval Contour 99 � W PLANS, SEWERS SHALL BE LAID AT LEAST TEN FEET (10') � ;I �, \\ � 6. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER R � I \ I Treeline 0 1 �Z DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO I– � � ��p 9430 �, PROVIDE A MINIMUM OF EIGHTEEN INCHES (18") BETWEEN r \ Sanitary Sewer SS RO NP�' CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT r I � � I FES S�� DOCUMENTS, AS INTENDED AND INTERPRETED BY THE THE SEWER AND WATER MAIN CROSSINGS. , I [ � g �.- I Nal Storm Sewer SD IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY ENG I N E ER. ' � E� PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED 15. CONTRACTOR SHALL PROTECT ALL SURFACE WATERS FROM PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE I L I Storm CatCI� Basin/Manhole ❑ O ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION 7. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE SILTATION DURING CONSTRUCTION WITH APPROPRIATE ' �– � �_ — ❑ O "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND MEASURES INCLUDING, BUT NOT LIMITED T0, APPLYING � L I A SPECIFIC DESCRIPTION OF THE ALTERATION. CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, L o I Water Main W TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO TOPSOIL, SEED, AND STRAW MULCH TO DISTURBED AREA AND � COPYRIGHT�2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. MAKE THE WORK COMPLETE AND FUNCTIONAL. INSTALLING SILT FENCING AROUND WORK. � I �i Hydrant � r � s I W DESIGNED BY: EAS � ' ' Na Water Valve D4 l I L I I' !� Gas � DRAWN BY: EAS L ' , � � o L 1 II Property �ine - - CHECKED BY: AJV � I Na Setback APPROVED BY: AJV � s !� — — � Ditch/Swale — • • • • • • — j � � SCALE: AS NOTED O �- L � + Road/Drive Centerline — � DATE: 04/06/2021 � � k� � I Fence, Chainlink I V e�1 0 � �I�I r � Silt Fence SF � � � �� a �'� I_ � � Sign i � � � � � � � � ' a m � � ' � � `.Y I � ; Utility Pole c� � � ' I Lighting � �-�a [�a�� [Q�a � o ABBREVIATIONS t � _ � � TP � r � o � � " � � � � � Test Pit � � N � CENTERLINE K.O. KNOCK-OUT . '" � a H � d' _„ ' r � . � - o � (C7 DIAMETER L.F. LINEAR FEET J . I I � ' I Inlet Protection � p LT. LIGHT s� I �. I � L ' I Z d I I Z O N A.C.I. AMERICAN CONCRETE INSTITUTE � . I L p H � A.S.T.M. AMERICAN SOCIETY OF TESTING M. METER(S) ) ' : ` L 1 Rip-Ra p � � � � 0 AND MATERIALS MAT. MATERIAL � A.W.W.A. AMERICAN WATER WORKS MH. MANHOLE � L � I � � � � � � � � � H A.O.B.E. ASSORDEREDNBY ENGINEER MIN. MINIMUM I � • � � � � � Landscaping �O � � m � � B.C. BOTTOM OF CURB NYSDEC. NEW YORK STATE DEPARTMENT OF `� � � B.M. BENCHMARK ENVIRONMENTAL CONSERVATION � O BLDG. BUILDING NOM. NOMINAL � I a 0 N.I.C. NOT IN CONTRACT � � � C.I. CAST IRON N.T.S. NOT TO SCALE . ' ~ U C.B. CATCH BASIN N0. NUMBER � ; z C.M.P. CORRUGATED METAL PIPE �k_ _ I I—I m C.O. CLEAN-OUT PVMT. PAVEMENT . 'j�� r,° �� N�ygl3S Sheet List Table 0 CONC. CONCRETE PED. PEDESTRIAN � 3prs�si � S h e e t N u m b e r S h e e t T i t l e e e t D e s c r i p t i o n � PERC. PERCOLATION � . � -� � /� � DK. DARK P.V.C. POLYVINYL CHLORIDE �� j/,}' ) �� . � _ � 1 l.'0 0 0 C o v e r a n d N o t e s N D.W.L. DASHED WHITE LINE P.S.I. POUNDS PER SQUARE INCH 1�� 2 V- 1 0 1 E x i s t i n g C o n d i t i o n s a n d D e m o l i t i o n Pl a n ,� � D.Y.L. DOUBLE YELLOW LINE ' ' r'.,; i + J DIA. DIAMETER QTY. QUANTITY � . I ... 3 C' 1 0 1 S 1 l e a n d U t i l i t y Pl a n N DWG. DRAWING �� w a R.C.P. REINFORCED CONCRETE PIPE �'� / 4 C' 1 2 1 r a i n g, E r o s i o n, a n e i m e n t o n t r o ' ' ' ' ' ' ' ' � Q w EA. EACH R.D. ROOF DRAIN ^; �� . 5 C' 1 6 1 Pl a n t i n Pl a n � � � E.I.C. ENGINEER-IN-CHARGE REF. REFER T0, REFERENCE � _ � ELEC. ELECTRICAL � � I`' � / �I ELEV. ELEVATION SAN. SANITARY SEWER � � � . . . v , �� 4 6 C- 191 Lighting Plan � O EX. EXISTING ST. STORM SEWER 7 �'S Q 1 D e t a i l s �1� ] � S.W.L. SOLID WHITE LINE p /� �7 � � � � � � � � Q w � F.F.E. FINISHED FLOOR ELEVATION S.Y.L. SOLID YELLOW LINE (J l.'S 0 L D e t a i l s �2� , p[ w FT. FEET (OR FOOT) S.D.R. STANDARD DIMENSION RATIO P R O J E C T S I T E 9 C-503 Details �3� � STA. STATION GALV. GALVANIZED SQ. FT. SQUARE FEET 1 0 C-5 0 4 D e t a i l s �4� � G.P.D. GALLONS PER DAY SWPPP STORMWATER POLLUTION w G.F.F. GARAGE FINISH FLOOR PREVENTION PLAN W COVER AND NOTES (n H.C. HANDICAPPED T.C. TOP OF CURB O I HDPE. HIGH DENSITY POLYETHYLENE T.W. TOP OF WALL � HOR. HORIZONTAL TYP. TYPICAL S C A LE. �" �0 0' / HT. HEIGHT p V.I.F. VERIFY IN FIELD Q INCL. INCLUDE(D, ING) U INF. INFILTRATION W.W.F. WELDED WIRE FABRIC � I.D. INSIDE DIAMETER WT. WEIGHT m 0 W/ WITH O J.B. JUNCTION BOX W/0 WITHOUT � 0 0 0 r-I N � 1 Of 10 . � � ` ' j ` � �� Verity Engineering, D.P.C. P.O. 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IF ALTERED, THE / / / ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION ' ' � ~�� ' ti� f � / l AASPECI�FICYDES�CRIPTION OFTTHERALTERATION� THE DATE OF SUCH ALTERATION, AND � -`' -`' �'' -'```� r SPECIAL NOTES. � ,�,„,:�* '�� "" �Y� �,,. � f ' / � �, COPYRIGHT�2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. 1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A PREPARED SURVEY � �-�'"' � /'' � � � "� / / � DESIGNED BY: EAS BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK AND A ,,.--°' � �°'" DIGITAL FILE TITLED "14-222 SHEET 1.DWG" TRANSMITTED VIA EMAIL ON 03 MARCH, _ r �� \ ��„„ �`°_ ' DRAWN BY: EAS 2021. ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS COMPILED FROM A SKS 4�""`° SUBDIVISION SURVEY DATED 04-28-2014. THE SURVEY WAS PREPARED BY DAVID F. � � ./`� � .---�""'� � CHECKED BY: AJV BARRASS, LAND SURVEYOR OF CORINTH, NEW YORK - TRANSMITTED VIA EMAIL ON 09 � �O' <� � f MARCH, 2021. a1 GEYSER ROAD �'`� �/ 1 AREA OF CLEARING _ � , t0 SKYwARD DhaMtN APPROVED BY: AJV 1:�X ID: 178.-1-33.7 �-`' ✓ °� +/- 6.41 ACRES TAX ID: 178.-1-f'.ry " 2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOT �ANDS N/F OF � LANDS N/F OF " INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES� �`=`��i HALL HOLDINGS LL� --'`� .�-�"" ; d' `~ `'�� .�^ �VdINBR00K REALTY LLC � f SCALE: AS NOTED ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. .r��9[[�� ii4��US7RIAL GENER��. �rt�t�a��1 ,� � . .. � '` -�-- - � � �r� �(��NDUSTRIAL GENERAL QND-G)• � .,, �s.>e_ ��.��r�� z_��Ea�u��-�_ � ,-- � � - _.u. ...�; a�,�,�oW,.�:� �.��iNc \ �" �.,,. DATE: 04/06/2021 � � � \ 3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. � - a � � i- �� - ' �, . � � � UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED �� _ � : �� ._--� -� --, '� �""°� ._.�__-. ..� � ,�� a UPON OR ADJACENT TO THE SUBJECT PARCEL. d, � � `'� ,� � _ � �_ f - / \ ,� � ,�� _._.�. -. _� _ _.-„ � H.- _�.. -` / � � > m t � � � „ w„ ,,�, r P...._. _�� '^e--• i i i i i i i i i � _ \ n � .. �.--' ,...� Q ,'6 B ..-^'� ,.,, /� � DEMOLITION NOTES: `,,�'� ° �� - / / �. -- "` --- � � �� y �� LIMITS OF ` �'"� � / �� .. �., r . _... 0 1. ALL DEMOLITION MATERIALS SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH CLEARING ,-- � �s � � �- l �� _~ N THE REQUIREMENTS OF ALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGA � „u� .' { ( r }„// �... ,�f f f � p � �.-'" ,.__ � �V � N SPRINGS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, AND ALL OTHER m-°"`"`� -�� ' ---` y ' � �4 ^ `� " �~' � � AGENCIES. � � � �""�� /� �� /,-� �/ .� �,' r ._. ' 4� � �-�" f. ' r " .,_.. � _ � �-'� - v � y_. F o d/ % � .�-- r/ // / y �- �„ � . _..w� � � � / / �� c� 2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF AT AN APPROVED AND PERMITTED � � ' ` "�-- - �_ . _,�'' �� / cn _. ..._ o � � FACILITY FOR THEIR RESPECTIVE MATERIAL. °°�� / j �/ ,/ /�� /� /''�� z o a.- , � _ — z o w. ' ,m-- f� , �' ` a _ . �„__.- .. _ �/ �� .�w� '�� `r� a ...-�" � 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIRED �� / / / / �'" '""� � � ~ � PERMITS. ./ �� // �j � � ��j/ .��_ -� � � 1457.31 � �� a �� r• _ �j ,.. e.r ° ,.,, ��m� �E"- H�y J . / / / / � _. .w/' 4 ,�` H LL � 4. EXISTING UTILITY CONNECTIONS (WATER, SANITARY SEWER, GAS, ELECTRIC, TELEPHONE,i /� �j / � �� '''J � " f � � r � . , � � �P � CABLE) SHALL BE TERMINATED AT THE SERVICE MAIN IN ACCORDANCE WITH UTILITY � � / -�°�� /� � � -� - .Fg -�»Y„� � � o �.-�, �a,�,.�. � COMPANY REQUIREMENTS. ALL ON-SITE PIPING, WIRING, AND CONDUIT SHALL BE REMOVED /�� / �� _ � � / , ,� � C � �- �;t,r;-_o o_ j AS INDICATED BY THESE DRAWINGS. �j j � �°�� / `Y �� a � � m° � %' �.-«r.,F �` —a � J n, ' / / / / --`' ,-�-° ��.� � � °�� 0 5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT AND COORDINATE ALL WORK WITH UTILITY� � ��/ �-'� � � � _�� '' - ° � �-a�` z / H � COMPANIES. ` � _� � � / / / `' 10 GEYSER ROAD N • � � ,/s ¢U('O�� -"` — -� ".-�., TAX ID: 178.-1-32.1 / 6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNT OF DUST AND NOISE � _ � � �,/ .,�.� J -""" _,,� ,,r „� � � � LANDS N/F OF � POLLUTION GENERATED DURING DEMOLITION OPERATIONS. � ` � - _ ��,,,.... " .. SARATOGA SPRING WATER .t� d � � � � �„e'' -� " �� .�'` �--"� � � � ZONING:INDUSTRIAL GENERAL ]E d� �� F � � / � � "W'.�+ � � ., � 9..�;.^�i.; 14T� �+-��f.t`",TG?1�1... A.�f�� 5.�,9_7�.`lz.: � � 7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITION WORK, THE CONTRACTOR SHALL' / �� /'° / /�`'��y— ��' 20'E �s �- � w ,.,�-°°�°, , o � z CEASE WORK IMMEDIATELY, CONTACT THE APPROPRIATE REGULATORY AGENCIES, AND / � �j �� % "' � � � � � � � � � � � � J � CONTACT THE DESIGN ENGINEER. THE CONTRACTOR SHALL COMPLY WITH ALL �/ ��- / / �/ � / -�"'"� ^ / . � p JURISDICTIONAL REQUIREMENTS. HAZARDOUS WASTE MUST BE REMOVED BY A PERMITTED 7''- �� " � ''� � NI HAZARDOUS WASTE CONTRACTOR TO A PERMITTED HAZARDOUS WASTE SITE. � j /�j � � j � / � �. y � % , �j �/ � = � / � . ..�- " � � � � � � � � � Q w � 8. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED T0, REMOVAL OF: TREES, VEGETATION,/ / / � �� = SURFACE PAVEMENTS, AND ALL OTHER STRUCTURES NOT SCHEDULED TO REMAIN. SUBBASE/ „�- / / ' � w SHALL NOT BE REMOVED UNLESS SPECIFICALLY CALLED FOR BY THESE DRAWINGS. _�."Rcw --,-- :;�' '=_s�=�- `�� w --_ w 9. ALL DEPRESSIONS IN THE GROUND SURFACE RESULTING FROM DEMOLITION WORK SHALL BE EXISTING CONDITIONS _ � BACKFILLED WITH CLEAN, GRANULAR FILL IN ACCORDANCE WITH NEW YORK STATE o� ' DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 203. FILL SHALL BE AND DEMOLITION PLAN � COMPACTED TO A MINIMUM 90% STANDARD PROCTOR DENSITY AND PLACED IN 12" LIFTS GRAPHIC SCALE o MAXIMUM. Q U 50 0 25 50 100 200 � 10. TREE PRESERVATION AND PROTECTION: A MINIMUM THREE-FOOT (3') HIGH PROTECTIVE m o FENCE WILL BE ERECTED AROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENT DAMAGE � � • � � DURING CONSTRUCTION. SILT FENCE MATERIALS MAY BE USED FOR THIS PURPOSE. THE _ 0 '� LARGE TREES TO BE PROTECTED WILL BE FIELD IDENTIFIED. j ( IN FEET ) � 11. NO VEGETATIVE DEBRIS SHALL BE BURIED ON SITE. 1 inch = 50 ft. 2 of 10 s � (�� ` n l l l l ' � � ` _ �� r� � � u�;r `' _ Verity Engineering, D.P.C. � � - - - - - � P.O. Box 474 SITE ;� Troy, New York 12181 518.389.7200 � verityeng.com ,�,oR � s �� _ �� N E Rq § �� '�� nonms e� �= Munler �ur��er ' �" � E N i E R P R 1 S E 5, 1 N C. @ V�� - FN��YT��c 881 Murray Road Middle Grove, NY 12850 . ZONING MAP 518.584.6174 � ; ; , �� -. � � �` � 1" _ ±2,000' munterenterpnses.com , � _ �.��, *** UTILITIES SHOWN ARE CONCEPTUAL IN �" �t� I � NATURE AND FINAL CONNECTIONS SHALL BE ��, � � c,� �� f # _.,�4 J�f��-!'� ESTABLISHED WITH FUTURE OWNERS. `�,`�'C P w � �� I TR� r� i l y � �^ W CIRCULAR � H �v ^. , �,� ��s � 4 �, � ., , � 1 '��. , � ��' � � � .� rt `•S,� '. r'"_,, .V^1•`_ ,,. �3 ;�... `�1�,,1 . . � � t oYC �,a O � ,,...; �� s,e.,, i � ° C :'?',o�``. � � o .� �� r�� '� �� , .... .� � -� ��/`"4..,-,°s , Q.-b,,,--,�° ��+" � E � r � � � �� ' ` - � � �� ,,� GLENMORE A� � Saint 3 � ti}�� '�"> .� , � " CONTRACTORESHAL�L PROVIDE CONTRACTORESHALL PROVIDE ' �'t �_. �q �`� � Peter's Cem Z �. �° � �, �.`� �`'` '��'�` � ,11� ��' ``�''��_ r 48-HOUR NOTIFICATION TO 48-HOUR NOTIFICATION TO -,. I 7 � Q� I � - � �� , •,.;: c�' � r .,,,� `' � . `� k '�`�, WATER WORKS TO � SEWER WORKS TO �` 1�' �"" e� "' W � � � ..... ��a . .'�n,....;a......,..:" ...'�.�,,`5,�...�.,f�,. t, .r r,,_ d �� 1� �� D Z f - ,. � ` �Lr,��t t k � �,�w,�,�, ,,r, ,,_��.,,_ ,, COORDINATE CONNECTION COORDINATE CONNECTION �- �__ c; � � , � -� �1�� _ / ` _ ,.�:"`,..�-�'.,.._'t ' �.,r.m w��+,' �'� x,.".�'" � ��"�' ��✓ o L m � �¢ �. � a i,1_ ,�,."A,.,.�.-`'��w,.��,,�..`�,'�''� `� w., -- �I �i�I-I- �M'�.... �., . . . O c7 j �G �-� ` '�- � WATER SERVICE, ±127 LF 6" � � + F,A � Q � �� ` ,`\~ � �., PE4710, 5' MIN. DEPTH, CONNECT � �.. � i � J o � 00 SKYY�tfiiRU Jii{'v`c J p' �e �h.,v ��,,,�`" -,., "�` TAX ID 178.-1-61 TO EXISTING 8" WATER MAIN / �'� S I TE � r � W � � �, �� " �. � �'"� �'""` - � _ LANDS N/F OF � `� � � � � F�.`` � � \ �-..� �""-,, £--.. , � ��a4�wTER LAND HOLDINGS LLC / - > vai ,��°� �/ �� fs'4.� �'Sp�� '� -,.� `'' � ��'�.� " - - La�as;�a= iNDUS7RIAL GENERAL QND �,; SANITARY SEWER CONNECTION, WET _ �.,_ TAP EXISTING 2" MAIN, CONTRACTOR � � €�,�° I� �� , ��,3�; � `` �, �" � , ''� � ��:�t: VACANT INDUSTRIAL � � � � �JQc „w`� � -�Jf>, h..._ ` „ _rx�__ � , � � � � � � � _ . . . �_ . � �'� � in ,;,�� ``' � � �`- �.. � ..,, ` ` `" �-`- - � � �TO PERFORM TEST EXCAVATION TO � . . � , . �.� _ . . � , . - . - _� c •},� . � . . - . . e.-4-- o - o \ c� �z ,�, .. .. , 0 ��p'� � \ \ __.. . __�:._� � � � � � � � � � _ _ _�. - - � / ` � `' � SAWCUT ` -- - �, _._. - . - - - -� - � LOCATE AND IDENTIFY _ �. '^ .,... . . .,__. . . .�.. {.,�- . . - . . -.,_ . . �.. , �:._. r m_. .�_._�_�--_--�`��._.... � ��`� . . ....� � y� O'�I ..� � � P` � � `G'_`_-- ^ _ .�FM�. _ � ._. ._ _ ..._�_v -. - SAWCUT EXISTING FIRE HYDRANT A -"`-'. 1 `., H J a � � . _ � � „"`�. EXISTING � m � �,� in '` � PAVEMENT STOP SIGN 1~ ¢ 300 �,�' �a a �.� � \ w`..,�, � ��. -• EXISTING ' � ��E t� � Q � � "��r,�_ �� '� � � � � � �4p FRONr / ��,s `��, � �_� -_ , -'_- ____�..,� STOP SIGN �0101 I co a� ,r�� v e SKYWARD DRIVE „ 05 PAVEMENT ----�___ - - - � Mu „ Cem � i SEr C}iq'3 ,. � _ ..__ _. -._ �_� � '_' _ � , 3 _ VALVE AND BOX C-504 � ` -�-.- . � � � „ ,� n�er �?'`'�o P �,�pFr�e'eJ�a ¢ I � �� P� � ,�..w Bq�K / Ch'� z, 0 E � - �_ .._ ._� � _ '�� _ - ._ - __�,... R-12' _ � � - -.. - -_,. � � � - - � - � - e � ^' ° �.,.__. _ � - - - - .. .._. ___P__ ��/ � _ �--„- ' � v,� . �, �, e.__ --_ � � � '�/ ,� \ \ � �,.:� R 12' + ._� _ �� `" . � _ -._G o . ._. - > e. . .. ��;. .�. ...- - a. � � ��TY P. � � = � D __ U S G S Q U A D Q ; '� � _ �� _ � ,_._ " _.-�- - � � � � � 59�.�.5' � � � � � �� _ . . . �/ (� o (" ``,�_,, � � � _ � � o l \ \, Z _,� 2 ,`�� P 1�� _ }Z,OOO' IJ� � � r�, • �� ! ` \ �R'S0' ��--�� n�`i�p�� 't'€� m £ 3 80 LF 1�" HDPE FORCE MAIN C-504 --�-'(� 24' � '"^,� - � v *, � ` + r-�-1-�-� � I + � o SITE STATISTICS 0 � _ � ��\\ _ _ /�� ELECTRIC AND GAS SERVICE, CURB STOP AND BOX --�--�-"1 � � j r � �� j 1 � � R'12' � � �h � Z w � �� \ � �� COORDINATE LOCATION AND --• , I � � � I � � � �.,., ADDRESS: 00 SKYWARD DRIVE (ASSUMED) �--� > _ _ b-• \ / - - -_ _ �_�_� PUMP STATION 1 04 0,_ �_ �_ , TAX MAP: 178.-1-62 0 � � i TYPE WITH SERVICE PROVIDER c 1 � �- ?'"?' � ��,--�,e_,. ��i � r-H RIM:000.00 � \ � � �`�"4��`�' _ _ � 15, S'��'= . � - � _ _-T-��-r � � I � � rr ` � INV IN:000.00 C-504 NG (11) R�36,, AREA: 450,480 SF. (±10.34 AC.) � � � I�E SETBq�K --��` w BANKED PARKING _r_r_r_�--�I I-� � � � II 1 � j 1 =I � � -__ _�= �� VEHICLE PARKI I � �OEE: WAR H USEN (PROPO ED�TRIAL) , ^ 3 _.`�-'�,. � . � � ,�,�� STALLS (55) r_r_r_r_r� i-i-r �I i i i � � � I � `�� m - �_6" SDR-35 PVC �� aa v , Y �u��y.•, �.ep.� ,��_._,..��.._,�,_"s.s� ,`�..-�,._,��,,,,_.� � � � '" " .� � --�--f-�-��j �I � � j R�4�� ING �19� 77 LF @ 2% MIN. � � � � ' �n ``-"`r`-�''Th-�'° -"�_��'�.,,,.�,, _ _ .-,.� �,� � I � � j I � � � T(P. _-= � VEHICLE PARK , . . .�•:...•� . �� ; MIN. LOT SIZE 40,000 F. 450,480T5F. k' �'"., �`� � ��;� 12� + � � � �� - � � •' +`'�`''� �� MIN. AVG. WIDTH 200 FT. >200 FT. , :..... .+• _ � �= / '�,-�" � � �°�`.�..."�_� T YP. � � � � � . 0 1 . o �r t�� _ � f . t . .::•;.. _ �'^4 ! � � � � ' �� -� VEHICLE PARKING (24� ioo' PRINCIPAL BLDG COVERAGE 40 % 4 51 % �F NE(� �°ffa;,, , J } 45 O� r' * � � ��oo' ACCESSORY BLDG. COVERAGE 30 % N/A % �.�� y ., �: ' � * ,rt ..,., �' ±87 0 FT . : '`= I � � I PROPOSED STORMWATER� I MMIN FREAR S TBACK 30 FT P O � ES � .� � ., ... . . ... E �� . .>.ta�'� ��- .,:, .;•r.•:.......; ..• , . E � . ±125.0 FT. � `��-� 05 �' ,9'� � �..:. .:.• � CLEAN OUT ADA PARKING o2 04 MANAGEMENT AREA Q � � `' � e CONCRETE CURB ;. .��,.. . . � ioo' - WITH RAMP e� MIN. SIDE SETBACK (EACH) 15 FT. ±102.0 FT. ,t � � ,t .` C-5o , , � .,, ,., ;:• '• •�' �� ' •: INV:000.00 C-5o1 C-5o � MIN. SIDE SETBACK (TOTAL) 30 FT. +267.0 FT. r- �`` � �j � �� 52 I PRINCIPAL MAX. HEIGHT 50 FT. <50 FT. n � W � o 03 CONCRETE WALK � `��N Zso' I I I� � ACCESSORY TO PRINCIPAL 10 FT. N/A FT. � w � Z C-5o , ' m �g ACCESSORY TO FRONT LINE 40 FT. N/A FT. � 5p. , ' 102' lp� ENTRYWAY PADS BY OTHERS \ I WAREHOUSE Ig • 000 SQ� FT. � I ACCESSORY TO REAR LINE 10 FT. N/A FT. OA 09430� �,� � FIRE HYD °` 30' FIRE HYDRANT RADIUS #1 I� �p,000 SQ� FT. � - 10, I // ACCESSOMINTOGREENSPACE 30 %T ±58.05A FT. R�FESS��NP� RANT RADI�S #Z 07 '�ASPHALT CURB I �� FFE: 320.3' i //� 165' � I � IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY C-5ol,t" , DUMPSTER PADS � I I PARKING (WAREHOUSE) (NOT REQUIRED � PERSON, UNLESS THEY aa� ACTING UNDER THE DIRECTION oF A LICENSED I I PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE I . /�� REQUIRED: 1 PER 2 EMPLOYEES AND 1 PER COMPANY VEHICLE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION ?j ENTRYWAY PADS BY OTHERS I . � Q "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND 3SO� -� :��tr.; • m �ZH EMP./2) + (10 C0. VEHICLES) X 2 = 48 SPACES A SPECIFIC DESCRIPTION OF THE ALTERATION. �, LOADINGS DOCKS' � f�� / � PROVIDED: 54 SPACES (INCLUDING - ADA) ,.. , , / / � COPYRIGHT�2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. .., .t`. . r' i �3 I ' ��'` 40,000 SQ� FT. \ � •r' • • � w LOT COVERAGE s� � � : ;�:. . a:.:•.:j.: I ,�/ � DESIGNED BY: EAS � � m . ,� + •"•'•" � i ' � /�� EXISTING PROPOSED �1 G�YSER ROAD � �- � � �±-i �;1 iAX ID: 178.-1-33.1 � N � /� � � BUILDINGS: 0 SF. 70,000 SF. (15.53%) DRAWN BY: EAS LANDS N/F OF / - � ��,� /� HEAVY-DUTY � : PAVEMENTS: 0 SF. 118,970 SF. (26.42%) M`r�iv HALL HOLDINGS LLC p �, � CONCRETE SLAB � � �-�'� ' ' �� "� GREEN SPACE: 450,480 SF. 261,510 SF. (58.05%) �' sl��d. I�IDUSTRIAL GENERAL (IND-G) � : ,•!{, !:, � `;� ��.�1� �t� ��' CHECKED BY: A�V � � ' � � 03 _ r 450,480 SF. 450,480 SF. a?�=�:. CON1/ERTEQ RFSI(�EtJTIAL J _. ' � / '' '� N ' f'+ `;� �.-� _ ___ �� e I APPROVED BY: AJV fa �, �df ; _ „r. \ � c � C-5o1 * INCLUDES 9,108 SF. OF BANKED PARKING , � d i:' �. �_- N 27' ;� � � / � ` =� __ ___ ___ ___ __ g + llq� STANDARD NOTES: SCALE: AS NOTED ' ' x 14'x14' OVERHEAD •y�, \ � `a, R=12 , � �� DOOR ELEV: 320.3 ��1� /�� '� `�„ 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL iP I LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE DATE: 04/06/2021 �'� I / ;� � � � ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), FRESHWATER WETLANDS PERMIT � �� PROPOSED ': iSrl l�s,aa�tr�� 9 t,? o � � Z00' �; � � REGULATIONS, THE TOWN GRADING LAWS AND THE TOWN FLOODPLAIN MANAGEMENT �, o.� ' �i � pSPHA�.-T � y , �nws. N / \ .�'i r-��'� � � �R=9 � o% �� =`'" 111' > ,_.�r� i � f�o 06 � 2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL , , , , , , , , , r� m �..� �. ��r-°�'`�� ' / t4 '; �� C-50 � �' IMPROVEMENTS ARE COMPLETED IN ACCORDANCE WITH APPROVED PLANS, Q # SPECIFICATIONS AND STANDARDS. ..��-�-,�,..,�r ' � � - _ - � - _ , r'� � s` -� ' �'�. � � A``; 3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS �r�' � r � �� `*.� - �� „� .� r \ _ � AND ADJACENT LANDS FREE OF DEBRIS, SOIL AND OTHER MATTER WHICH MAY },`J »f ; �4 '}- { ; � w.` --� � rf � \ - � ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE. � � .. d � y ,-. � � e �� ,��,a�,��'`� -�o;� - �� ._e�._�e,�..--'� �� _ � � - � ��. ��s' SPECIAL NOTES: � ' / �,3 4 v � c� ' " � REAR SETBA�K 1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A PREPARED O "� �' 30 SURVEY BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW ~ z d � _ I I / - � YORK AND A DIGITAL FILE TITLED "14-222 SHEET 1.DWG" TRANSMITTED VIA EMAIL Z O N � _ � - _ � � � ON 03 MARCH, 2021. ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS 0 � N _ _ � COMPILED FROM A SKS SUBDIVISION SURVEY DATED 04-28-2014. THE SURVEY WAS � � _ x'� ' I/ � � PREPARED BY DAVID F. BARRASS, LAND SURVEYOR OF CORINTH, NEW YORK - ' ' ' ' ' ' ' ' ' cn H r' � _ � 1 - � - . TRANSMITTED VIA EMAIL ON 09 MARCH, 2021. � � N ��, N � _ _ t.�, /� - _ - � ,. 00 (n O - �� ,�E� �� LEGEND 2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND � 0 �;�� , � � � s.�,a`C ID: 178.-1-32.1 ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION � "�'�'f' �` OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. J � � � � � - i_ANDS N/F OF N � ��'�r� ��A SPRING wA7E� � SIDEWALK � � • � � ° _ �.JSTRIAL GENERAL 3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY � \ � � - �i1�T!�!=°��- R�!'�!!. = EXCAVATION. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT z N / � � - �;�"?�' `-� ❑ PROPOSED ASPHALT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SUBJECT PARCEL. ~ \ � �� o � � 1 CITY OF SARATOGA SPRINGS STANDARD NOTES: � LAWN AREA � � 1. ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND CITY CODE. ,� � � � - SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. N o � - - = PROPERTY LINE o � • � 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE � � � � � � � � � N Q W � SETBACK NATIONAL GEODETIC VERTICAL DATUM. 1929. � � H O � 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY • O THE CITY ENGINEER. � � � � � � � � � Q w O � ,� 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY N ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE � DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION �j INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 0 � 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR �I IF ANY BLASTING IS REQUIRED FOR THE PRo�E�T. SITE AND UTILITY PLAN � GRAPHIC SCALE � 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THE / 0 DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY IF Q U 50 0 25 50 100 200 ANY CITY STREET ROAD OR ALLEY. / m 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO � PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. � l 0 l o _ N ( IN FEET ) 8. A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS / COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, AND AN AS-BUILT DRAWING 1 inch = 50 ft. HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY � ENGINEER. 3 Of ZO GENERAL CONSTRUCTION SEQUENCE TOTAL DISTURBANCE _ ±7.16 ACRES � � � � PRE-CONSTRUCTION ' � � � ``� � ``� 1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL ` � �` � �\ OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION. �� '�;i�-:_ �� "•-. 2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS �� ` -�___ REQUIRED. �� __� � ��--_ ... � �� ;.�-. `� - - �"""'�^�.�.��_ � �'�-_�_ 3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO `"'��' STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF �� I , '� � ��. �-- �°�� "�'�-- ALBANY BUILDING DEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER, '��.��i�.;�� J ' d Verity Engineering, D.P.C. , , AND THE SWPPP MONITORING PROFESSIONAL. , (�1111LLll L1��J11LLLIlL0.11111LL�1 '1111LLIlllll'11J1�L -- P.O. Box 474 ^ 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET Troy, New York 12181 , , ( ) PROTECTION, AND CONCRETE WASHOUT. , , 518.389J200 � verityeng.com / � / i � 5. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED � I I FIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM CITY OF � f � SARATOGA BUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT. N ER � 1II" � � � �L�L L��L��L L I I I CONSTRUCTION STAGE lA ±4.9 ACRES �� ,��, / �t`� II � ,�'��, / � �� M�.�ee� Mu��er � �� 3 r ` � �� L L L L L L L L L L I I � 6. COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING. `"�"•" •:, '�` E N i E R P R 1 5 E 5, 1 N e. / `�\ � � "� "-" � I / `�\ � I ��L I � � 7. MASS GRADE TO CREATE LEVEL AREA FOR FUTURE VEHICLE PARKING AND �'�'T�� 881 Murray Road i ``\ / `°� � i ``\ / _°��_��_I��I_�_I_I_I��I_��J_, l J � BUILDING SLAB. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS Middle Grove, NY 12850 � ��` / � ��` / - THAT ARE NOT SUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE / _________________ � _________________________ J �____ � WITHIN APPROVED AREA WITH ADEQUATE PROTECTION. 518.584.6174 ` _--- --------------------- � munterenterprises.com 8. STABILIZE GRADING ON THE SOUTH END OF THE BUILDING SLAB AND IN STAGE lA STAGE 1B FRONT OF THE BUILDING SLAB TO SKYWARD DRIVE. PROCEED WITH ROUGH GRADING AND IMPORTING/EXPORTING OF FILL AS REQUIRED. CONSTRUCT SEDIMENT TRAP AT LOCATION OF FOREBAY AND CREATE SWALES TO FOREBAY. � � H 9. POUR FOUNDATION AND ALLOW 28 DAYS FOR CURING. � 10. TRENCH FOR UTILITIES � � ^ o � r CONSTRUCTION STAGE 1B ±4.6 ACRES O � 3 `�r � `e _..�.-- 1 \�-/�-/�/' � - / � �' / // �' � � � � �- � - ' "-� I ' � � 11. CONTINUE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING � L z � f� � � `` � � --,.,, \/ / I I I �\\ � �� j- � ///��j�y^��j/ � ``- _ � � j �� // I\ � / I \ / 'I � IIII I1 III I I I I I I \ � �; 12. CONTINUE MASS GRADING TO FINE GRADING SLOPES ALONG THE EASTERN W � z ! O .� � \ / � \\ � � _�/ / /- �� \ - � � � \ / � / I II I \ PROPERTY LINE. STABILIZE IMMEDIATELY. � + ,�o�, ��. � \� - � �_ � ii � � - _ � �"� - � / � � � � � �� - - ��`' � � � J° p `�� \ \ \\ � � � �/ � �- � ��//// � � / � �\I I � I I I I � �_� 13. PROCEED WITH THE CREATION OF THE INFILTRATION BASIN O Q 1 � �/ '> ` \ � � \ �, \\ \\�� C '� � � /-/�- \ / I � � � /�� _ II I I I //� 14. INSTALL CATCH BASINS, ROADWAY SUBBASE AND CURBING. � J � � � � � E` �� \ �� r � � / _ __ - -� I �� %/ - - -- \��_, � w � a f ��_� ��,.. ` �� O �\\ �\�� ` \ =�_______-� � _ _ - -�J I I I I � / //�` `� �'�, 15. INSTALL PAVEMENTS. � j � �W / � �.� .� � �� ,, ,,,, ,� _ _ �-_ - - _ _ _ - _-_ -__=J � %, 1 � > _ f --- �, - , �� _ -_ _ _ _ _ - - - _ _ _ __ - - - � I � � /�� ' 4�`��=�} w �� ` \�„ �' � I � �\\ ��\� \\�� ` � � � � � �0 SKYWARD DRIVE � _ _ _ - � I / � �;k s��'?y POST-CONSTRUCTION WQ � ` J \ �°`,,,,, \�\\ \\�� _ � � � �� TAX ID: 178.-1-61 = _ - � � - _ - - � w�� Z `� � � � � �__,.,�.. / � � \�� ` �� - - - �� LANDS N/F OF - � - _ _ - - � /, � � ,=t 16. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY > H \ ' NJ �`�- � �� "`"�... � �� - - - � �- - _ � � _ - _ � I � �j !J 4 t`+�' STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE u oC "`-� -�, �`- � �`\ "'�.�, ��„�,�v.\ - - _ � � � � - - � � � � - � � � � / %rr` 1 DUE TO TRAFFIC. 1�1 in � �/ S � �,�_ f �,,� �, \\�� MUNTER LAND HOLDINGS LLC _ �) � � � � > +�t a �� ,M_v��1/R � � O�{ A�---�- � � ) � �,, �� - � ._ _ - _- � �. �ZONING.INDUSTRIAL GENERAL QND-G)=� __ �_ �___ _-_ � - /,�� ; /�/ J �t�tX�' X �3�Q � � ""_..�_` � \ '��` _`'':•, �_`\�, �'"'_-__,,.� - - __ =�'�_�=VA�ANT INDUSTRIAL J= _ � � - - - '_ _ �(� � �� .0 4�� 1..` Q c� � \ �,, I '30��60�� j �._ \ \ --� --�., i �- � - - _ �=- _ � �- � 17. ENT � r--��- � ` �� " -..� .�� --�'-� �- _--- �S�-�� wy�,,�` Y ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJAC l -._�� 'i _- __ E c - Y 12" N12 HDPE � �, o 1� �, ,.�_ � -F `�°=� -E� . � --- - . . - - ' - ' '�'�_ _ - - ----FM------��,,1 PROPERTI ES SO THAT F LOWS HAVE A POSITIVE DI RECTION TOWARDS H Q ' �_ � J_ _- � .� / � -- __ �.,, -� -- - - ' _ - -- ----- -- �/ { � � \\ , , � � �� _ ___ ! _ �-�-r- _� - --' ��___ __- _____- _ _ ______----- �� =35 LF @ 0.14%�� \ I �� STORMWATER COLLECTION DEVICES. Q n �r� � � FM ""�' � 1..1� .� - 1 � ` � --___ ------ - ��, / 1 � 1 � ~ ��'��\ \ �� -Y-- _ F��----------- � � � � 18. REMOVE ANY ACCUMULAT D S DIMENT AND NSURE ALL TOR WATER � �� .__ � � .,___. . �. , . _ � l� � , � , ( � ` �_�.,,,` � � � ��o INSTALL AND MAINTAIN � 06 "'�� t� '�j e � I I � MANAGEMENT PRACTICESEAREEFUNCTIONINGECORRECTLY,SANDMDISCHARGING � (n � ��, ,� 1 � 1 � ---I '�bI7�, =G__��" � r �,'�' CONSTRUCTION ENTRANCE C-502 � / � � � ,��y�� _,�'y� _ _ _` CLEAN RUNOFF. �/ = H �'`�� ` 1 , 1� 1� � � ��n8��.��f7�-- � '��-�-•--.-., �o� � � -,:,, - -- - -..-. _ _ _ _ _ _ _ -� - - - -�- - -__� - � - `-�STORMWATER 07 ��i,_' 19. PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE � Q � a� 1 1 1 , � �, `/ �� "•"�'�- ----�- �� p�.w ��` �� `��_y�= - - - - - - �-_-^- - _- - --- �.__� � � _ --"- � - - G = -i �MANAGEMENT � AFFECTED FROM CONSTRUCTION. � z I 1 ` 1 ` ` � � w � .�-- .�_ - - - � � 0 " _ _ � _ - -G--r-�_"� � � � � "�� t� 1 SIGNAGE 503 �. w �,,. o, ��,'L� � � � _ c-•=e �-�.`�",�'�� _- � ;y�� o�;�, \ �� --� > X,• �,L'L �, - � � �,.„ ��: 20. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN H � � - ____--._._--_ � .y��" - - '� �. ,y�i' ,y�i' ��, ,� �� INSTALL AND 03 � oc 1 1 _�.-- _- _ �j _ -�- �j �j � . THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL o f \ � ` � ` \ � l \��\ ` 'F,��' _ � �J� _ � � _ _ _��-�- I 1 � \\� �� MAINTAIN a C-50 �= OF THE CITY OF ALBANY BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. o � `, �� \ � �� L_�_ � 12" N12 HDPE � -- � -- � � ,� s� I SILT oc \ � � � . �'`-�.. �..� ---- � � � �' � 1 �� \� �f �E : ;' a _ � � � ��:; ,�� .51 LF @ 2.07% ��.- Q -- --�- �- - INV:315.85 �� --- - � _ - --�� .=�f�-F 1 �r �,1 � 3 __ � '�.�--° r EROSION & SEDIMENT CONTROL PLAN NOTES: 3 _�.-,�� - ,/ -� � � � -�.----._ , � _._- _-- . t�;� � . _ _� _ � � , , �-�`lo ,�' o,, ! � � �� , (� r � � �� ._ ��.,. o _.. �__._ 'y -y-� -T-r- 1 'y - a��. Y � � � --�=- .m � � � �� 3�'""° �'� �� -�` � � - _� , �0 J _ _ 1 � � I � � �� do� �J��- - � �� ,_ _, � V� 1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO �^ ��-�� r � � � � �� -�._�-�.�.`-�-.•�,..- .�,p,v r^ 'y �---t- ;'� �-' < , � J.,.. � i D' 4�f+°Y�` � � � �� '-J-^ M� � � 12 N D� � � 1 � 1"� -"" Ff 'y�""� �''� BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL _��...-- �� ! --� �� - �� --- � " - � _ � " 12 H P E �1.� �O ..--- ''> >_.-- -----_ �, S F � � � �� 33� ""� -f � II ��' �� ` 3 � \ BE REVIEWED BY A QUALIFIED PROFESSIONAL. � ...,__.,, � -�-'' -I-�1 .� � I 36 LF @ 1.00 0 ' • N12 HDPE �„� ' �--- N�.- \c� _ ' �-� ---_✓ �>�,�� ,,... .�. �:L �,� -r � � � I �°" 1 � ,-�� .�-� ,y� 15" . 51 a.�-s^ ,,,�� ` �o ,r '°� ! '��-�,_,� ..--•-' - � � i�� """ ,�'y-p�� ` r-� � � I'' 1 � 1 �'Is� � �� r`'� a�� _=1g8 LF @ � f_,,,,- ,�1 � _. �y°�= �"` � �� 2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A � ,.,' �_r ..'°�..��,.._ """� � ��? � __ =�==� =�_ . 6o p,�,�'y�� ,--f-'r_T�� r � I '�`� � � 1 d�� I '�,'� .� � �� -'` �� - - � � Q ALIFIED PROFESSIONAL. � �. r..�a, _��..,,�, .._:, ��._..��._,�._,r,. �P � ��"�., � � � �-� � � , � 1 . � -- '� -� �.�. _�o �� 10 . ,� .�-�` .�N:, °�. � � � .��F N E�N Y �s..,�.w.� ,� . y , j,, - �• � o :..:.: : r ' Nl` �AM O w _...� �'' 4► , �,,, -.�� .--- . �• � � �" , i , i , l 1 � - � - �� z ,._.,---... -1e-.n.�r�. _�....f, °�. �''��.-.. . - � 'y `'�C I � / j`�9 � ,- = O ,� HDPE � ✓'� `}' ,,�ti' �.._-. . ::. � ''� 17p �F NDPE .,� INV:311.50 �� / ,�P �J S ,,,�,_,, - r ,1��,, _� �--- ?j � � I � �o�o I� � p� l.Z (�1'Z ��- a,,� �r�� , . p' - @ � � � � � 3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SI LTATION DURING Q /i � � � � � ��o I � � �p'y !¢ '" 'y p,52� = �a I� 2� - �`�� i °� R p "'''� '`� �'�j�' •500� O�''� CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED � Q � � �° �-� � � 4�.�: � � LJ-�00 -� ''�'� ='223 LF @ �' , �..-- 2� _� � �O '"�i. °�• "'3 ,,� 'j8 „F- .-� � / ,t � � ,t „� J � il� t�_.Is / � � � lo .� I � °� 'y.T�'' �-�°""'' / O'� ,..�""'� - '�i' � T0, PLACING STRAW BALES AND SILT FENCING AROUND WORK. Q y w,..,,.,� �`_..�<� �� .f� '` {p� '�i °� ,,,0' �„ � � ��- ._ ,�- .t'`L ;j8 ..�.L O� '�j'�; �j--�C'?� �'LO �I9�GS ..----'300 � / ,,..�-`�""' '��' „--� - � CC �� ''f�°"��-�� - � �' �j�'� '��1 �� '� ,,-'"~ ,, - w-� ��` �O n 3� , ."`.::�'�`'•�.� _,_,.�. --``r `�� -''�l T� � 4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE n � W �..w.c � ��.� ''��'/ �'� ._----�'� �li ,_ • � �" B /` `-�<` r°� �'�,, � �t . / '"� / ' . 0 � �,,,,,-- _ �ti . -r-,-"' ,lo � �-, r ��J .:,-�� . ..:. ,.. ' �,._.. / _ - loQ',- ��'" � / �� FORE AY PT#1 .✓'' �» MINIMUM REQUIRED ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON � w � �n O �� "� �� ti � O.: ,�;. �°'�'�� "�'O'� loo' '`� �-'"' CB-lA (48" DIA.)f _�y I �� / / // -''�� y,,./ � ��.� FIELD CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED Z � \� 1 / I R� __ - �o . `� ,•'L � s'F .- _/ p PROFESSIONAL. h 3 - �',,� �y0 .-- �i' �. ' � ,� RIM: 318.30' / � / / ,�._. ..--'O / � �9430� �� _./ "� ' S° ' ,y�i' � 0'" ,�O. ., .. :.+' . � � { - 30 ) .. CB 2A (30" X � �_ � ,,� .��._. ',�ti 3 �,,. . . � 5 I RIM: 318.10' INV IN' 312 60' (15") ,,� �I �� O'� o O� `'�r . EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW AR P� �, ,�o J, , .,,:�..... �;�o• �, � .� .-- �- i i o3 " x3<-- o o � �FESS��N .:;. YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT , . INV OUT: 312.35' 18" RIPRAP OUTLET . �. . �- �,, r` ,�io/� � -_ ''� zso' � ,,,� INV IN: 315.49' (12") � ( ) � ,�o/ / / p O� p � - -'`�� - ''"� � '' � �o PROTECTION� � � J �'� CONTROL, LATEST EDITION. ' / ' :'"`� / / INV IN: .31.3.H.S� �12�� /"°" ^'"� � �..� C-SOZ �� ' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY � � �� I """�� '" ;�:�� ,- PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED ""CB-3A (30" X 30") � � � INV OUT: 313.60' (15") �� - ' -'"� -�' ''� � '�.- ` __.� F _--�"" � 02 04 � � o --� � �,�✓ I � � J ' � : 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE .-' .i. / ''�� ..--"�` RIM: .31H.00� / 1 �, ,.��'� � `� ��1/ � " „r �� / / / � ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION ' ' �'" - ��'" � �r� �"' .� PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND � ' � / C-50 C-50 / � / "�"""' I / � � " � A SPECIFIC DESCRIPTION OF THE ALTERATION. 5 INV OUT: 315.00' (12") o,,. / lo ' �r� � � ---'�� -w""` --.-- � / / INV:309�F,�p / .j �, REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND _- _* / ~ �""'.'� 33 � ��"�- ..-w^''""� , „,,. �J "� , �"'�� / / � / / /� INSTALL AND MAINTAIN 0z I e�^� �� M,w,,,. "'� ��' ,., �O A,.- AS DIRECTED BY A QUALIFIED PROFESSIONAL. COPYRIGHT�2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. r �-'` �-- � �` ,-- --_�� --'.� / / / �I/ coNCRETE wasHouT c-so3 --->' � .r--�' �„ � �,,.�-- � � � � ��#� Pr#� = � . v _ / , y o/ / / / / / / / � -� �--- / " /� 7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE ,r'`f /2,e� / ' � / � / � / / / / I � / �r`� `�'-` �O 350' "r,�„ � - ' ` � VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION DESIGNED BY: EAS / / / � / / � I �� o�o�' � OF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR -' '"""�;� � ,,,�' / � � � � I � � � �� -""'� f,,,.�-�'°" �„_, `"`� �`�e4j,' ' '�� DO FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE { � � / � / / -�`"'`�� 0 � •'�I�. �,/ � � --'"`� �> ,.- ,.`� O' INFILTRATION � DRAWN BY: EAS n ,,..� � /-� ,r' � @ ,y'�j' THE AREA TO BE DISTURBED AND TO PREVENT THE CONCENTRATION OF e. ��°'`� � � � � � � °""''� ,✓ , -� �°' ,�^"" �''� BASIN #1 ''i . STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES. � ,/ >o � � � / / � -°`� �ti� ,"...:�.. '' '� `'� .-''` 3°�� CHECKED BY: AJV � O t� �o�;'� /� � / / / � � �,. , 'r!i . `�'' ' ��/ ` � .�--�' �r /�,.1r ,.._M--�` O5 8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL `` ��' "'�'�`- � °�'�L � � � '`� / � --' " �°' f - '� "`3 BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE [AX ID: 178.-1-33.1 � �330 � f'" ' ,��,0�� '�iti 3� � � � / / / � /' �,.. � Y . . /yi la� C-503 � � CLASSIFICATION OF THE AREA AS EITHER TO RECEIVE PERMANENT OR APPROVED BY: AJV ` - / ., :.,�',�,'i:.;� ,�- �•' VAN HAL�L HOLDI GS LLC � �� / � �� '�� ,�' � � /� �� "`�� r"i�G: INDUSTRIAL GENERAL IND-G � � / / � � � / / /'� � � ,'� �' ~• / `�.� X ��zt, :;• TEMPORARY SEEDING: _, „�sE: coNVER�o REsioENTia� � � i / / / / - �� ,.. �,.- � � . . __ .� =' , _.N ;� .....-.�_ ,�o� ,.��_� v� �.�� SCALE: AS NOTED / � / ° �'` � . • -�"` � ---.-.- � - � 9 �`�:- i° SEED BED PREPARATION �;�.:� � � /�_--e. __w= .O v.�� `� ' � �r p �,.�'r O I IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A / � ��/ / / � � /� / ' N � �� ,'�"�"`"''� ✓ ,� �/'�� O �� UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE DATE: 04/06/2021 / �� / / � � •� /` `� ' � � ,.�'"`9" ��"""'" �� O� 7r `w-� n "'� FRIABLE AND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND ':�•'• ` ,,-` s 'y �- �� <.. ,�� ,r� �� 325 '""f ''� � � // / / /� - / / /� 2q° N12 H�PE :� � ._,._��- '��„�° �� y1� STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED fe _..---- .. f,f` / � I� �,,,..m- M� / � � � / - - p,�0 / s ��175 �F @ p,51°� ��. � , N-�� -�"•�3 UNN CESSARY HEN PR PARE S ED ED BY CARIFYING COM ACTED A EAS � � LIMITS OF� , ,.�°'f �,� / / / �� / _�- '�.`O� '�� " '"` `"'m - --- •,�. _ ,c, --""'"` ANDEREMOVINGTDEBRIS E ROCKS,EANDBSTUMPS S SEEDBED SHALLPRECEIVERTHE ��;s` DISTURBANCE,/� �' a- / � � �� s'� ..-- -.-�""' 3 �' �� ;�/ ,�-" u•'� ,,.. ��F . � � � � _.�_ e � - FOLLOWING SOIL AMENDMENTS: � � � � � � � � � Q m I (+7.16 ACRES)� "/r„" 30.,�,0"" ��`�i�0 /' ,,.,.�'"`��,, w`'� zo9;/ �' ./ �,�,,� �2�0�3� � :' CB-2B (48" DIA.) l CB-1B (60' DIA.) � .L..�. __-�_ - 00 .. � µ.. � ; ` �--' � ,,�'y°'�� 3 0• �� ,,,._.-- /- $� � @��' �,-� RIM: 315.10' RIM: 315.15' �-�'" �. �p�° _-m., - O� O p ,y 5' WIDE g.l. LIME TO A Ph OF 6.0 � �� / � � � � �".� / /� ''�'1' --".- '�`�� ''"�' �-F��' ` INV IN: 312.40' (18") � INV IN: 311.00' (24") � � "..= � `° 1'�� O O '�i / /,. �- � � ` � -' � �. ,�'y ,�, ,L, GRASSED BERM 8.2. FERTILIZE WITH 600 LBS OF 5 10 10 OR EQUIVALENT PER ACRE (14 N �' / / �32� // / /"r �� ._,-- /�°� � �./ INV OUT: 311.90' (24 ) INV OUT: 310.50' (30") �O ' �j�' �jti .�ti . .,. LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE �-�,�'" ,./ / / � � � �_ �"`J '`� � '� �, �'"'"`��µ � -' " �lo t�• ° X � SEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE , � � r .,,,�` ..__ -_' � ��_�P�7°` / / � � // i- � �`'". � ✓` _ � "�' / � -�- ,-�". pt�/'L '�j'y �, EQUIPMENT. � N s.._a. � -"-� --°,�. "�' -�- _ r,''`-� � ..- ; H e.. '`�� ,. � �� / � �� "'�� /� / ��,r 15�� N12 N�PE ��--"'� _ _�,. � •Lp�- ,° �j��_. h TEMPORARY SEEDINGS U �--- „ � �s�. ;'� � � � _:__. -'' .o' ],.03� � -"" ,y�o' .- � ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER O � � � � � � � �// ��?� -�- fr �� j,,2jg LF @ � �,,,.-- - ,�O / � �j r t --�"" 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING ~ ..---- � -v'-�Er'-�.r'"" � � � / � 1 0' .,�'� -.-7'f �o�^°' Z (v � 3 r - ,�'y �� ,r' �� ,L� ,��y - OCTOBER/NOVEMBER. Z O ,* / ' � �``' � // / / // � / � � //� � � � �� / //�� - _.�� ,,. '/2°,,�,.. �-P _ �' � `.`.. e- _ a 457.3?' o � , � o � ,� p-� -' , � � PERMANENT SEEDINGS � d __ _v.. • , ` SEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED ' ' ' ' ' ' ' ' ' � � � �,,w°°3a� �R O?� ,, -. - ,.�� CB-3B (48" DIA.) � �'` e'� /'� �// // �j % / //j j / %/ � � �� i �• .,�ti � � / / / / � / , r�,.'.�'y � _�.----- " RIM: 315.92' ,��°"'� �'�e„� CONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND � U �° � ' �-�...�� -t=�� 10% PINK CLOVER OR ALFALFA. THE SEED MIX SHALL BE SPREAD BY m � � / `"'�µ UTILI ING A CY LONE SEED R DRI L 0 CULT PACK SEED R S ED = � . � 1'�.c'��" .,,/ / / // / / /, / � � / / � oo , - rNv rN: 3i3.is� �is��> ,� z c E , � , R r E . E �, � o/ �/�� /� � � �j� � �� "`y.� �� /310 �� ` � � � .�oM., �,,,m„„ �� INV OUT: 312.90' (18") ,.%�� ,,,„�a "��"`� � � � �� DEPTH SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BE - 5�� _ � � � '° �� / � / � � / '" �- �� w `"""`' APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS J � •'"� / /// � / �?"��i��,- � //✓`r' / �� `� � v _ CB-4B (30" X 30„) �M _.._. , ,,�, ,.� ,.,��,.� a / SHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2 TON/ACRE H 0 / / / / / � � f� cr} '�- � / /� ��.-- RIM: 318.87' � ''"ti � °�X� (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA-TACK" OR � � fy / //// / � � / �� / �J � � 00 � -�� ' � INV OUT: 315.60' (15") _ , 10 GEYSER ROAD EQUIVALENT. H � / _ �� _ w,_-- - - � �_ �e TAX ID: 178.-1-32.� ' // / / // / / / f � S� / / M.�--' v. _...---�- _ �.,.j�� ,°` � _.,..�� `5� �.,.,,� SARATOGANSPR NGF WATER CC3, ROCK �' � / // / / / // / // // �/ � � /'��=�� -„ / ^ \ WHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW �,.� �,s''� �,/ .�''Jf � ZONING:INDUSTRIAL GENERAL (INCE-�� f'' / .,--'' �� FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES p / � r' _ � ��,„� .- r,,,»-' USE: LITE INDUSTRIAL MANUFACTI.`21?�:� p / / / / / / / �j // / � / � � dwi ,��,: ��p'*�' � �. � OF GRANULAR FILL AND 4 INCHES OF TOPSOIL. ,� / r�, � �'"" $C?.�'"�° � �^-""" / ,� N N � / / / / / /// ��,, �,,,/ � /� ��/'. ''� �N� �� /3Q5 -`"'`�} 9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED � w / f J / / / /�i/ �''� �,� / �''�� / / J.. """ SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS ' ' ' ' ' ' ' ' ' �N Q � ' / � ��,r / a,,,.�'' --�"" / � / SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH � � �� `� � / / /,��/ ��/ �� ,,�-'"�' /.-�j � � / / � � „� -��` TIME AS EFFECTIVE SEEDING CAN OCCUR. p w f /_ / / �i'��"� �/JI �// / � / / � 10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET ' r / / � / �.�- lai " //� � JO//�� /// � / /� / � �,� � � .- TEST PIT LOG INFILTRATION TEST LOG INFILTRATION PRACTICES: (25') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. � � � � � � � � � Q � _ -r'`�''�// j ��j/ �� / �� i � � � -- PERFORMED BY: AARON VERA, P.E. PERFORMED BY: AARON VERA, P.E. INFILTRATION PRACTICES SHALL NOT BE USED AS SEDIMENT TRAPS. 11. IF CONSTRUCTION rs SUSPENDED, oR SECTIONS COMPLETED, AREAS SHALL J ,r'r / �� /�� L -_.._. ---- _,---- -w..,, -- � DATE 0 / / 021 DATE 0 / / 021 BE SEEDED AND/OR MULCHED IMMEDIATELY. ,/� �j/ �/L L _ _ _ �� 4 _ : �5 0� z� . �5 0� z� ALL CONSTRUCTION RUNOFF SHALL BE DIRECTED TO AN APPROPRIATE w �'� / `-- a`.--- --.._ - `� � SEDIMENT CONTROL DEVICE. INFILTRATION BASINS MAY ONLY HAVE 12. COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM TP#1 (313.00) PT#1 22-1/4" IN/HR. � /L ` --- � �""--- �� WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS GRADING , EROSION , AND o -� -- � 0"-4" TOPSOIL FLOWS DIRECTED TO THEM ONCE THE SITE HAS BEEN STABILIZED BY pROJECT. o� �� 4"-�5" TOP SOIL/FINE SAND PT#2 23-1/2" rN/HR. VEGETATION OR THE INSTALLATION OF SUBBASE. PROVIDE INLET � 16"-29" FINE SAND WITH SOME SILT WITH LITTLE TRACE PROTECTION AS IDENTIFIED. GRAPHIC SCALE SEDIMENT CONTROL / 30"-84" FINE SAND *DESIGN RATE USED: 5" IN./HR. � NO SIGN OF S.H.G.W. ¢ so a zs so ioo zoo V m TP#2 (307.50) � 0"-4" TOP SOIL C l 2 l 0 � 4"-12" TOP SOIL/FINE SAND WITH SOME SILT WITH LITTLE TRACE ( IN FEET ) N 12"-40" FINE SAND WITH SOME SILT WITH LITTLE TRACE � 40"-84" FINE SAND 1 inch = 50 ft. a NO SIGN OF S.H.G.W. 4 Of 10 . � ` ' j ` �� LANDSCAPING SCHEDULE Verity Engineering, D.P.C. LANDSCAPE LEGEND P.O. Box 474 SYMBOL QTY. SCIENTIFIC NAME COMMON NAME SIZE DELIVERY/NOTES Troy, New York 12181 + PROPOSED TREE 518.389.7200 � verityeng.com PT 3 POPULUS TREMULOIDES QUAKING ASPEN 2.5 - 3" CAL B&B � PROPOSED SHRUB GENERq� HM 20 HYDRANGEA MACROPHYLLA HYDRANGEA"ENDLESS SUMMER" 3-5 GALLON MV�! �� E N T E R P R 1 S E S, 1 N C. MS 30 MISCANTHUS SINENSIS MAIDEN GRASS 24 - 30" n�tiT�� 881 Murray Road Middle Grove, NY 12850 -IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN. 518.584.6174 -TEMPORARY IRRIGATION SHALL BE PROVIDED. m unterenterprises.com a � � _ � � , � �� LANDSCAPING NOTES � � � � �,.r.,� � ��_��_.��..� �_.� .�._�.^-�'' -� °' .�" a � ,_..� r., � LL�;�-.�� `�3 LJ.J � Ei~P 1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OF NURSERYMAN. `� � Y � j..�`�'` K L,/� .."� '�I 2. CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS A MINIMUM OF ONE (1) YEAR. � r � �}§ I ,� IF DURING THIS TIME ANY PLANTINGS ARE NO LONGER VIABLE, THEY SHALL BE REPLACED O � w IN-KIND AT NO EXPENSE TO THE OWNER. z z � � 4F` t W - �, 3. CONTRACTOR SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTANCE OF THE PROJECT, � � �'{''>�� °'�f � � ;�r INCLUDING WATERING, STAKING, AND FENCE PROTECTION. � � o � � , ��" ` �� ✓�_.� � `� � �.a �.�.q.-�--`"� -<,. `��``�'_.,�-� 4. IF PROPOSED PLANT LOCATIONS CONFLICT WITH UTILITIES, LIGHT POLES, OR CROWD � Q Q ` ''� � '" '��_�h,�.,,�,_.,�,-A ? „ EXISTING PLANT MATERIAL, NOTIFY THE OWNER TO CONSULT ON THE ADJUSTMENT OF ANY � -�` . �`-� ` -�4. :�� .� __ ._._ .e o \ `� ` _..,�`-'`�� $ ''u PLANT LOCATIONS. � w � .. +� � -� � m .,_�y.� ��...t. Q �"`� ...�, ` '��! �"�- . "£ 5. PLANTS SHALL BE DELIVERED ONLY WHEN THE CONTRACTOR'S SCHEDULE ALLOWS FOR � �^ '" �•-�.,,,,,^ \ � a'� �.j� SKYWARD DRIVE �' THEIR INSTALLATION IN A REASONABLE TIME. w — ,,,.,\\ � `"�o �" 1':�X ID: 178.-1-61 ,,' � � �`� � -� "'""" �4`' LANDS N/F OF \ 0 ' '�,1� � � '�..� �'' � � '"''�`�- � � �n!3?ii�!:� LAND HOLDINGS LLC � 6. ALL PLANTS SHALL BE WATERED IMMEDIATELY UPON DELIVERY AND EVERY THREE (3) DAYS / H H °` �'� � THEREAFTER UNTIL PLANTING. J a ,� �,� ,�'{,� � ` ``-- _ _ _ �<r�al�;; I�vL'USTRIAL GENERAL {Ii�L�-U� � 1 ,.3�' � � -._ _._ �-. _.� � �3� �� "- �. �, ,�, '` �..,,_ ` _ _ „ �x. � USE. VACANT INDUSTR9AL � � � � � � � �� t�<-° ` � `` ..., a. `�� ,�... . . � � � � � � � � � � � — . . a . . � . . .�E_ . . �t �`,��" �_ � �— --�-- � �__, � � � � � � � � � � � � � � e , _ �,�',�.., � -� . -�- � --�— � � — � � ° 7. ANY SUBSTITUTIONS, CHANGES, OR ALTERATIONS SHALL BE APPROVED BY THE OWNER � � .,r `,"`� -.., __p e ———- —__ _ .�... _� ..._�w. . _.._ � . . — . � - �FM----- �e��— FM- _ c� \ `. ,..u.a '� � .� . . — . . aE— . . � — Y �- -- -- . .— _ _ PRIOR TO DELIVERY. _ � . . __. e: r ,, .. a_.�_. _ � �� —,�_ � .. � . - `,.>�.,� ^ ��..,. � ————— -'' . � ¢ ��_ _. , -------- �M— G �..: m � oC � � � � - 8. FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH (1") LOWER THAT THE � � \ �� ^ �\_ � � --_ APPLY TOPSOIL, SEED AND MULCH TO I TOP OF ADJACENT CURBS OR WALKWAYS. Q � � � � � �t?,�` � �=�ww...� �' "' __„ ALL DISTURBED NON SURFACE AREAS � - - - r „ � �r �.�,� t8 ,��.. � - -.___� " -- -_ � _ _ - - � � � � a p � � � . -- -ayy- - � — �� -� 9. ALL DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHERWISE NOTED. � � �. � �,'3� � —_..� — — — _ ., : � � — — — —yy� � � — � — �. � � • �� G� _ � _� � � � c�.� � _ _ �_ , � — � �. ��. � \ \ i' �`� '�.,�,; �� G� _ w � ' � �_�a � - - - � - - �.� .�^,:.�;,,- � � � � � � 10. FINE GRADE LAWN AREAS TO PROVIDE A SURFACE FREE OF IRREGULARITIES AND — . � _ _ - - � .a+.�;• 7 .�� \ { '�.°,. ,-. ,.1 .,.aiw.� - G— - - - — � .�wR..�.wn!�S!�!!�r. �c `� PT pg ..._.� L G _��'::._ ;z,.; ?�' .. �,�'� •:�'•• - i0 c5 DEPRESSIONS. w ,•�. } .�. _�. r`� :'�!�l,�r. .�. ,.... ..F.. ei > ;.,.:. ._.».,.. .,.. : ...�• .'i�..L � . , . . . . -.,. ,:.:..:..::<:.. . . ... . .. .. -..�� ._... . +.� ....... ...: . . .... . . . . .. . .• . •� .. .. ... ..•. . ..:...a. ..r_ . .. ..•. ..•. �.....:•.•. ..... ., >•. . , . . .. .. ... . .:. . . � . ^:'•: ^� - . ...:..,.. •.� :.. .. . . : • •.:v�. ...: .. . . . . . . , ... .: . .• . . ;' ' .• . n...y:. .. . .• .::•:• .•. . ., . A...� ..:- �. .. ..r.:.�i.�.;• ... 4� �.i.) 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VERTICAL p � z - � � MATERIAL '�''�:_ �f; � � � � � � � � � N Q J - SUBGRADE-UNDISTURBED � al � � (COMPACTED) \°`< � � a � � r./�/�1�/�/� p CRUSHED OR COMPACTED TO 90% N AGGREGATE BASE, STANDARD PROCTOR • � COMPACTED NYSDOT � � � � � � � � � Q w � ITEM 203.07 � w � o� Light Fixture and Pole Base Detail w C-161 N.T.S. _ `�� LIGHTING PLAN 0 � GRAPHIC SCALE 0 Q V 50 0 25 50 100 200 / m 0 � l l N ( IN FEET ) � � 1 inch = 50 ft. 6 of 10 JOINT EXPANSION (TO SMOOTH _„ BE USED AT FACE OF FINISH I �► 1•• BLDGS, CURB, ETC.) � 1" MIN. 1" MIN. � � "NO PARKING ANY ` ' j TIME" SIGN, TYP. "RESERVED PARKING" l�Z�� PREMOLDED BITUMINOUS 1�" MIN. �� SIGN, TYP. EXPANSION JOINT FILLER, � 'RESERVED PARKING" �_ FULL DEPTH w/SEALANT CONTROL SIGN OR "NO PARKING JOINT ANY TIME" ' r ' � ,=�'':^.';''.:' � L SEE EXPANSION JOINT DETAIL � SIGN BOTTOM , ; , .. ,. a SIDEWA K, TOOLED CONTROL JOINT DETAIL �6'8" MIN.��5'0" MIN.��6'8" MIN.� " PLANS .. _° r o.. -.:. �... SIGN, SEE PLANS FOR FOR ' ' f"m � : `, � ° "� - - - - - - - - - - - - TYPE, FASTEN WITH BOLTS, Z" ALUMINIUM POST ' '` . . " " '. : PITCH SIDEWALK 16"/FT. �•50 ' AWAY FROM BUILDINGS 7�5�° Verity Engineering, D.P.C. NUTS, AND WASHERS OF WIDTH, AS NOTED ON PLAN P.O. B ox 47 4 SIGN BOTTOM ALUM. OR HOT-DIPPED 1, GALVANIZED STEEL 4' MAX. REVEAL Troy, New York 12181 , . ,. .: . . : . . z�� ELEVATION / 1A� 518.389J200 � verityeng.com t'.• p .x '� 4 �X�-'�. V � d � . .• ��,' '1 ii / O L 2� D.C. 6�� , 18' WIRE � � ENERA / �� V ! BRUSH � � � � � MINIMUM 7'-0" FOR SIGN POST, 2" CARBON STEEL MIRAFI 140N OR SECTION "A" NYSDOT SUB-BASE FINISH �.,t,,,`:, ��i ,,,�.�.,�; MV�! � �e SINGLE SIGN, IF U-POST, PAINTED WITH GREEN APPROVED EQUIVALENT COURSE TYPE 4 / • ��"°�ii�. ' `"n"°°"`�, ��` E N T E R P R 1 S E S, �x c. MULTIPLE SIGNS ARE ENAMEL OR GALVANIZED STEEL, o�a- SLOPE CONCRETE ` � ti �0 881 Murra Road MOUNTED, 8'-0" MIN. TO 3/8" HOLES AT 1" O.C. 4" WIDE BLUE / TRaG y AWAY FROM POST 6"x6" W1.4xW1.4 TOOLED CONTROL JOINTS D �: Middle Grove, NY 12850 BOTTOM OF HIGHER SIGN, � STRIPES, DIAGONAL 1 � 5'-0" TO BOTTOM OF PAVEMENT STRIPES AT 45° WELDED WIRE MESH 6' O.C. X 14" DEEP, t, 6' TRANSITION LOWER SIGN � SURFACE 8' MIN. OR 8' MIN. OR ANGLE, 2' O.C. SEE DETAIL ABOVE / �•�'','�,''�`` ``� � CURB 518.584.6174 18" OVERLAP PER PLANS PER PLANS 5�0 \ � 5 P�o • , �i I.r:�`,� . ,. ,� \,a� 60"X60" MIN. � munterenterprises com 'l 4'�-., � , � \� I ftl ` eo LANDING FINISHED GRADE I J C>-1 TYPICAL ACCESSIBLE PARKING LAYOUT w I 112" TO OVERLAP je'.`j jP�j � 1� a I I �.:� � •I RESERVED � �' MAX. REVEAL w � N O �MSN� CONCRETE CURBING `" I::1 I.. � S•� Y � 30�� PARKING PARKING 3 I; .I I >I 6�� 6�" o , �,/�/j �// // /s i'�;i i:i R�-s ANY R�-i �/ � r �� f -� �e`� � TIME 4,000 PSI CONCRETE I Q � LL' j� �� °� NOTE: CROSS SLOPE NOT TO EXCEED NOTES: PLAN T z z �,,� , �� BACKFILL WITH SOIL I � [ ,� 1.5% IN ALL DIRECTIONS IN � '°>�� f-�I t l EXPANSION (ISOLATION) NOTES: y w r N 1i11i� PARKING SPACES AND ACCESS � � � � lZ„ � � VAN R�_ga 1. FINISH CONCRETE EDGES WITH 1/4" RADIUS EDGING �OINTS SPACED NOT MORE � � '�� j A I S L E S A C C E 5 5 1 B L E T O O L. 1. A L L R A M P S S H A L L C O N F O R M T O A L L A P P L I C A B L E F E D E R A L A N D S T A T E � � ., THAN 20' APART AND � \\ j t POST BASE DETAIL BETWEEN SIDEWALK AND CODES, INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA) . � O 2. M A G N E S I U M F L O A T F I N I S H C O N C R E T E P E R P E N D I C U L A R � �� TO DIRECTION OF TRAVEL TO PRODUCE UNIFORM FOUNDATIONS, PROVIDE z" X 2. ALL RAMPS WERE DESIGNED WITH A RUNNING SLOPE OF 7.50% AND A J � � /\, SURFACE. 5" BITUMINOUS JOINT CROSS SLOPE OF 1.50%, AS-BUILT RAMPS SHALL HAVE RUNNING � w oac /f�✓ 3. MINIMUM DEPTH SLAB THICKNESS: FILLER, SEE DETAIL ABOVE SLOPES LESS THAN 8.33% AND CROSS SLOPES LESS THAN 2.00% � � A)4" FOR SIDEWALK - TYPICAL FOR PARKING SPACE TYPICAL FOR ACCESS AISLE B)8" FOR VEHICLE LOADING W/ 8" TYP 2 3. FOR ADDITIONAL INFORMATION REFERENCE NYSDOT 608-1 - � W � SUBBASE MATERIAL NYSDOT ITEM 304.125 SIDEWALK AND CURB RAMP DETAILS > � H o� Sign Post Detail o� Accessible Parking o3 Concrete Sidewalk o4 ADA Ramp H J � C-501 N.T.S. C-501 N.T.S. C-501 N.T.S. C-501 N.T.S. � Q o 0 H Q � NOTES: � vai 1. CONCRETE SHALL HAVE A 28-DAY FLUSH CURB, � V7 � COMPRESSIVE STRENGTH OF NOT LESS %" REVEAL MAX. � � H THAN 4,000 PSI. � Q c� � z w 2. REFER TO SITE PLAN FOR TRANSITION ~+ � LOCATIONS. ALL PROPOSED CURBING %'l� �' ,�,�'�� H � SHALL TERMINATE AT A STRUCTURE Ff o OR WITH A TRANSITION. UNLESS y�� I �, I ��`f� � � SPECIFIED NO CURBING SHALL REVEAL, PROVIDE i /1 3 TERMINATE AT ITS FULL HEIGHT. Typ, UNIFORM V � Y TRANSITION TRANSITION 1.5" TOP COURSE, 12" SUBBASE, NYSDOT TYPE 6 NYSDOT TYPE 2, CONCRETE SIDEWALK 2.5" BINDER COURSE, ITEM 304.12 (SEE DETAIL THIS SHEET) 6"W X 18"H PRECAST NYSDOT TYPE 3 ASPHALT GRAVEL OR LANDSCAPED AREA OR CAST-IN-PLACE %" CORNER RADIUS ��OF E(/(/y (SLIPFORM) CONCRETE ,�P � JAMES O� CURBING ,t��O �� ,t � � p�. r CC �� EXISTING OR PROPOSED 12" SUBBASE, �� C� �' 6�� NYSDOT TYPE 2, �� Z ASPHALT PAVEMENT s REVEAL, ITEM 304.12 �� y/� ,, TYP. ` � �/\��,f,��.,/.`.,i/�,�..� \,�\_��`,;'� fr,;/,:,�::�,,�,✓..✓ ASPHALT WEDGE \ �A �9430� �,� � � STABILIZATION CURB, USE TOP O N FINISHED COURSE MATERIAL R P�' 1 GRADE, SEE I�12" FESS10 L ,. Q FABRIC GRADING PLAN - �T IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY C OM PACTED S U BGRAD E, a^.' TO P COU RS E, S E E PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED /\\ ' . . � �� , . . , . . . , NOTES: PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE / " S EE N OTE #4 PAVEM ENT D ETAI L A SPECIFIC DESCRIPTION OF THE ALTERATION HE DATE OF SUCH ALTERATION, AND / - � 1. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY ASTM D-1557. rGFo�EowEOAe THEIR SIGN 7�O UMENT THEI SEAL, .. ''.. .. E T . .:..;. ":,.; AALTE \\\\\"', . . . ' 1i ; . � .. . � ..' i . . . . / EMENT RGHT�2021LVERITYYENGINEERINGADUP C TALL RIGHTS RESERVED / . DETAIL \ \ 2 PROOF ROLLING SHALL BE DONE TO VERIFY THE STABILITY AND UNIFORMITY \ S E E PAV COPYRI 6"�: �6" . OF SUBGRADE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER. � / / � � � /� _ ' � O O O O DESIGNED BY: EAS /j// � �j // / o o�� o�� o � \\ \ \\ \\ \\ \\ 3. SUBBASE COURSE SHALL HAVE NO MORE THAN (7%) SEVEN PERCENT BY WEIGHT j\\\\\\ �� D RAWN BY: EAS FINER THAN N0. 200 SIEVE. SUBBASE, SEE //j//j//////////////j//j//j//\j �j\//\/ O O O O PAVEMENT DETAIL �\\�\\�\\�\\�\\�\� \� 4. CONTRACTOR SHALL PLACE SELECT FILL WHERE REQUIRED TO ACHIEVE �\�j\�j CH ECKED BY: AJ V COMPACTED SUBBASE, // //�\// // // � MAXGRDENSITYVASTMND-1557ECTHEIENGINEER SHAL�LMINSPE�CTTTHE55E�LECTHE //\//\/\\ \� ;; �,y rlrs, �� NYSDOT TYPE 2 /�/�,`�/�/��/�/,\ UNDISTURBED EARTH APPROVED BY: AJV FILL PRIOR TO PLACEMENT. SCALE: AS NOTED 5. STABILIZATION FABRIC SHALL BE MIRAFI 500X OR APPROVED EQUIVALENT 05 Concrete Curb o6 Pavement Section o, Asphalt Curbing DATE: 04/06/2021 C-501 N.T.S. C-501 N.T.S. C-501 N.T.S. � � � � � � � � � � � � � a m rn � •• o � �? ,yti� 3" DIAMETER X 8' CEDAR STAKE o ABOVE GROUND TO LOWEST BRANCHES � � N DOUBLE STRAND OF 12 GAUGE GALVANIZED v o WIRE, TWISTED (THREE GUYS PER TREE, � 8„ SPREAD 120° APART), LOCATE 6" FROM � � PLAN VIEW �TN TOP OF STAKE UP TO LOWEST BRANCHES O o o GARDEN HOSE � � - EDGE OF MULCH RING TO BE FRICTION GUARD � � � � � � � � � H � � 8" MIN. OUTSIDE OF WHERE m � � STAKES ENTER GROUND = w � REMOVE ALL TWINE AND STRAPS, CUT AND � � o REMOVE BURLAP AND WIRE CAGE FROM TOP � � 1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC H v EDGE OF MULCH RING MATERIALS, IF NECESSARY CAREFULLY z REMOVE SOIL TO EXPOSE ROOT CROWN H m pFINISHED �"�.t-�" ;�. �. �'°�" � GRADE � ��`��...� CONSTRUCT EARTHEN BERM, GROUND LINE TO BE SAME N ' I.-�� 4" HIGH, FLOOD WITH WATER AS AT THE NURSERY / °�� ;', <��t:r�.��`��`° 3 � cn `i�,;j y -ii TWICE IN FIRST 24 HOURS 3" SHREDDED HARDWOOD N H � !�. MULCH, EXTEND OVER BERM o � a BREAK SUBSOIL �- 4" SHREDDED HARDWOOD MULCH, ' ' ' ' ' ' ' ' ' N a w WITH A PICK '�, 9� � ��,- ' ��;f �9w��1��£- EXTEND OVER BERM CONSTRUCT EARTHEN � � �� y y y BACKFILL WITH NATIVE BACKFILL ,,f,:l;,� j `��\�s��f BERM, 4" HIGH o ..s�'„� `;�,•� % 2X ROOT BALL IN 9" LIFTS, WATER EACH LAYER PULL SOIL OR MULCH �f�. �`� �Aj REMOVE ALL TWINE AND STRAPS, � � � � � � � � � Q w � UNTIL SETTLED, DO NOT TAMP � �� BACK FROM ROOT CROWN ``% /-� CUT AND REMOVE BURLAP, REWIRE � w ��`j �'� CAGE FROM TOP 1/3 OF ROOTBALL, � NOTES: `�'° �"�� '��''��'��'�`F'q�:r° ` REMOVE ALL SYNTHETIC MATERIALS � r',s-;,..!`,+'.i'.�.>�/. .'�rr, ,,'r.` 1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. BREAK UP SUBGRADE� w 2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKING 6" MIN. BACKFILL WITH PLANTING SOIL � SURE TO EXPOSE THE ROOT CROWN. NOTE: MIXTURE IN 9" LAYERS. WATER D E TA I L S � 1 � � 3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL EACH LAYER UNTIL SETTLED. DO rn 4. D0 NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. PLANTING PIT SHALL BE TWICE THE NOT TAMP p 6. WATER THOROUGHLY AFTER INSTALLATION. DIAMETER OF THE ROOTBALL OR SHALL v 7. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. EXTEND A MINIMUM OF 6" BEYOND THE / 8. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. ROOTBALL, WHICHEVER IS LARGER m 0 ,� os Tree Planting _ � • � i c-soi N.T.S. 09 Sh rub Planting C-501 N.T.S. � 7 Of 10 . � ` ' j ` END SECTIONS �� FROM STRUC. DIA. INV QpEAK dso �a W T RIP-RAP ON EACH (IN.) (FT.) (CFS) (IN.) (FT.) (FT.) (IN.) CATCH BASIN FRAME AND SIDE OF PIPE 1;2 CB-lA 18 311.40 9.33 MIN. MIN. MIN. MIN. RESTORE ALL DISTURBED GRATE AS MANUFACTURED BY FINISHED GRADE, GRADE PER TOP OF RIP-RAP TO I M�� CB-1B 30 309.50 28.32 MIN. MIN. MIN. MIN. V2CIty EIIgIIl22Clllg, D.P.C. SURFACES IN KIND NEENAH FOUNDRY COMPANY, SITE/GRADING PLAN DIRECTING ELEVATION OF PIPE N z P.O. B ox 47 4 PATTERN N0. R-3561 DRAINAGE TO CATCH BASIN CENTERLINE ON SIDE r' � Troy, New York 12181 SLOPES OF CHANNEL �� 518.389J200 � verityeng.com GROUT FRAME I�°- T4 � � ` �, ��, RIP-RAP DIMENSIONS � TRENCH ... �f MIN. BLANKET �� ` 4" TO 12" OF GRADE f� D . d NYSDOT STONE �� BACKFILL \ .� /� e``� .t° so Mnx THICKNESS, T � 00 O EN E Rq w � q ADJUSTMENT, USE \ T, 12 MIN. r' / �, �, (IN.) (IN.) FILL EQUIVALENT �� LIFT �� H LIMIT OF NOTE: � CONCRETE GRADE RINGS �, �T� ,�.� �.T�-r,. `r (IN.) CATCH BASIN �� STRAPS MVAtO� o� INSTALL INLET �` ` � GRATE , . . � EXCAVATION � 4,. OR APPROVED EQUIVALENT `* ��'* '� "� "� �`'� %`�" >`� °-'`� f-� °< � �' 4 6 FINE (620.02) 12 `"°°"", ' E N T E R P R 1 S E S, �x c. o�c PROTECTION SIMULTANEOUS `� La 18" OVERFLOW PORTS, E��o�� LESSER OF WITH INSTALLATION OF FILTER FABRIC, MIRAFI 6 9 LIGHT (620.03) 14 REQUIRED �TRAG'�� $$1 Murray Road ¢ 3*OD OR OD + 24" = a RIP-RAP REINFORCED r� CATCH BASIN PRECAST CONCRETE DRAINAGE 140N OR APPROVED Middle Grove, NY 12850 � 9 14 LIGHT (620.03) Zp CORNERS 0 c EQUIVALENT s� z ,�f STRUCTURE AS MANUFACTURED � � SILT SACK BY DANDY o °� � ` SECTION �'�.� � 518.584.6174 � ,:� ,'�° �� BY FORT MILLER COMPANY 12 18 MEDIUM (620.04) 27 �- PRODUCTS, INC. OR Q ,� .. . 0 O N T A I N M E N T APPROVED EQUIVALENT m u n t e r e n t e r p r i s e s.c o m Q ' ,��•° � FR " �� 15 22 MEDIUM (620.04) 32 AREA, MIN. 24" c� �� J PIPE, AS SHOWN ON �„� x !� , r Y � SEE UTILITY S�TRAPSG w w ` ' c� SITE/UTILITY PLANS 18 27 HEAVY (620.05) 32 f' � z ,; v PLAN FOR SHAPE � a`"� � °;� ¢ '-' LIMIT OF RIP-RAP � w f,t �� ;f m w AND SIZE Q 21 32 HEAVY (620.05) 38 CATCH BASIN INLET � v~i w � ;`, .:�♦ Z m m � j ,i m � �, ;, o o �,, ^ � 24 36 H EAVY (620.05) 43 � o >ti '%` w a APPROVED GRANULAR BACKFILL 3 +��✓ � � � r �." f � MATERIAL COMPACTED TO 95% `� 0 18 N O T E S: O � w �; , �� STANDARD PROCTOR DENSITY � � �, z z ,,. ,;' \ I 1. MINIMUM APRON LENGTH (La) IS 6 FEET, THE MINIMUM APRON WIDTH (W) IS 7 w �: La Z r � "' 12" SUMP, MIN. % o FEET. � r,;�`�,,'� .�=�� f`�. . f. �.'��,s ,,. ,°'i . % �`,� � O i W � z NOTE: j . ; lZ�� \ : 2. APRON WIDTH AT PIPE SHALL BE THREE (3) TIMES THE PIPE DIAMETER. LJ� � � 1. COMPACTED PIPE ZONE BACKFILL AND BEDDING TO BE ;, . . � � � ° ° A MIN.. .t� f% Q 0 a GRANULAR BEDDING PER SPECIFICATIONS OR A.O.B.E. 1� , �: f � � � 3. CULVERT INLETS SHALL BE INSTALLED WITH THE MINIMUM DIMENSIONS PROVIDED J `� 0 2. TRENCH BACKFILL TO BE SELECT FILL IN LAWN OR '% = z . � 1 �'~� UNLESS OTHERWISE NOTED. � w � NON-SURFACED AREAS, NYSDOT TYPE 2 SUBBASE FOR \� �.~ � � . �� UNDISTURBED � 3. ALLEEXCAVATIONHANDSTRENCHINGSSHALL COMPLY WITH ��j�*'�\,��:,\�,\�...�\.�\.\\�\\,4\��\;,e\.�\�\��/\�-SUBGRADE PLAN 4 NOTEDUM RIP-RAP BLANKET THICKNESS (T) SHALL BE 12" UNLESS OTHERWISE � W _ � OSHA REQUIREMENTS AND ALL STATE AND LOCAL SAFETY \ 0 Z REGULATIONS. � � ol Typical Utility Trench Detail o� Catch Basin o3 Riprap Outlet Protection o4 Insert Inlet Protection ~ " J Q C-502 N.T.S. C-502 N.T.S. C-502 N.T.S. C-502 N.T.S. Q H � � a � � Q � o I..L � � � Q u 50' MIN. � �--� � EXISTING � � STONE PAVEMENT 3' S. PAVEMENT � � 6" MIN. 1 , ^ =,;"�,,�},',;>�; V 1 r FILTER MOUNTABLE BERM Y CLOTH (OPTIONAL) PROFILE EXISTING GROUND 50' MIN. Z �� NE�y � �EN��N l�l o *�,`�Q� JAMES ��0�* ONE F�� '-' Q v '`°1".1a\ � r CC W 112 ` 12' MIN. 12' MIN. pAVEMENT � ` Z , ., ,,,.�,,, z � �9430� �,� � 'OR P`' SANITARY PLAN VIEW _ �FESS��N oR ST�RM S EwER O PROFESSIONALEENGINEER, TOEAL ERITHISUDOCUMENTEONDARECWAYNICIF ALTERED,NTHE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND 1g" MI 1. STONE SIZE - USE 1-4 INCH STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. A SPECIFIC DESCRIPTION OF THE ALTERATION. MAIN T� T�P OF WATE SEWER 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FINISHED SS�EWERCOFOR SAN TARYBSEWER AND COPYRIGHT�2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. R MqIN FOOT MINIMUM LENGTH WOULD APPLY). GRADE "STORM" OR "DRAIN" FOR STORM D ESIGN ED BY: EAS lU 3. THICKNESS - NOT LESS THAN 6 INCHES. SEWER OR ROOF LEADERS y DRAWN BY: EAS �ER MpINIST�RM SE��R 4 INGRESS OR EGRESSMOCCURS. 24 FO T IFSSINGLE NTRANCELTOIS�ITEAT POINTS WHERE 4. - ,.�, CHECKED BY: AJV WAT�� MpINISE 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. � CLEANOUT ADAPTER A PP ROV ED BY: AJ V AND PLUG rOP OF SE�EERMMpII SqNIT 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION � SCALE: AS NOTED OM WA ARY � S� ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL A CLEANOUT FRAME, MODEL R ST�RM MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. _ #18111 AS MANUFACTURED BY DAT E: 04/06/2021 1$ TQ B�Tr OF WER GENERAL FOUNDRIES, INC., 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL NORTH BRUNSWICK, NJ NOTE: PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL 4" CONCRETE SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE TERMITE BLOCKS 45° BEND, TYP. > � WHEN APPROPRIATE VERTICAL SEPARATION CANNOT BE ACHIEVED THE REMOVED IMMEDIATELY. FOR SUPPORT , , , , , , , , , ,--� m CONTRACTOR SHALL CONSTRUCT ONE OF THE FOLLOWING OPTIONS: Q p 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND �--------- •• 1. WITHIN TEN FEET (10') OF CROSSING CONSTRUCT SEWER FROM WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. I I � � C-900 PVC PRESSURE PIPE. TEST TO 150 PSI TO ASSURE --ts--------- � N WATER-TIGHTNESS. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH � RAINFALL EVENT. 45° BEND OR WYE � ,� 2. ENCASE EITHER THE WATER MAIN OR SEWER MAIN IN A PVC (SIZE H N WATER-TIGHT CARRIER PIPE. CARRIER PIPE MATERIAL SHALL BE PER PLAN) c� � C-900 PVC PRESSURE PIPE OR C-906 HDPE PRESSURE PIPE. 0 � � o z � 05 Sewer-Water Crossing o6 Construction Entrance o� Sewer - Cleanout � � � C-502 N.T.S. C-502 N.T.S. C-502 N.T.S. � � � � � � � � � � H - H � � V � m � Tr � W 0 � 0 o NOTES: 60 � O � H v 1. ASPHALT CONCRETE TOP COURSE - 1 1/2" AFTER COMPACTION. NYSDOT 4' SHOULDER� 11' TRAFFIC LANE 11' TRAFFIC LANE 4' SHOULDER z ITEM 402.128204 - 12.5 F2 TOP COURSE HMA 80 SERIES COMPACTION H m (TYPE 7) DOUBLE YELLOW AND WHITE LANE THERMOPLASTIC � STRIPP-ING PER SARATOGA C0. DPW STANDARDS 0 ,� 2. ASPHALT CONCRETE BINDER COURSE - 3" AFTER COMPACTION. NYSDOT 1 PER FT SLOPE � PER FT SLOPE 4 PER FT SLOPE 1 j ITEM 402.258904 - 25 F9 BINDER COURSE HMA, 80 SERIES COMPACTION � 4 PER FT SLOPE � cn (TYPE 3) c� H 4 0 4 4 0 4 � w � 3. ASPHALT CONCRETE SHOULDER - 4-1/2" AFTER COMPACTION. NYSDOT �1 � 1� �1 u? 1� � � � � � � � � � � Q _. ;� �.-`� � ��,-,, r, �;4 � o w ITEM 402.128904 - 12.5 F9 T&L OR SHOULDER COURSE HMA, 80 SERIES '�,ti�`�`v � � � � � , �,,�{ � �� COMPACTION " � �� ,%��. , ,� f '�' o :�v } � ` `;r. �: \ \ \ \ \ `` `,,' '' � 4. SUBGRADE COURSE COMPACTED TO 95% MODIFIED PROCTOR MINIMUM. `' ,2.00' / / / / 2 00 °;' `y � � � � � � � � � Q � �j s,` COMPACTED SUBGRADE �; � w 5. A TACK COAT MUST BE APPLIED TO THE BINDER COURSE BEFORE PLACING � / � fwGRA55, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � GRASS ', � � � t � � SWALE.„ SWALE ti:. i i r,: .r , . t . . , f. . . f. , , . . f, ,.,, � r , . % , • % , t. - , . ,.. - .. _ � . , r - , , - , .. _. ., , - , . _. 1 ._ 1 . , . . /' ... . ., . w . ., t . , . . . . ., . w . , . , . . . . „ . w . ., .L . ,.. , . ,. .,< . , �a, �. .. ..... ''L. �a v .. a.. � , a v �a, �. . ✓v . �a v .. a.. � , a . v �a, . ... , .`. .. ... . . ,. ��.� .. -,:� . . �» ... ... , . E�� . .. ,. ��.� -,:� . . » E�� ... . �.... , . ✓.v . E�� . �a , ..v ,. ��.,. THE TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING ti, . 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ASPHALT CONCRETE (SEE NOTES) w = 6. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN DISTURBED AREAS TO 4" MIN. NYSDOT ITEM 303.01 12" MIN. SUBBASE (SEE NOTES) D E TA I L S � 2 � ol BE SEEDED THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOIL OPTIONAL FLEXIBLE SHOULDER � AMENDMENTS. / Q 7. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX v GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER 1000 SF. / �''� STARTED FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED 08 Typical Roadway Section o WITH STRAW OR HYDROSEEDED N.T.S. � � 0 � � C-502 _ N � $ Of 10 DRAINAGE A EARTHEN BERM, SAND � � BAGS, STONE, OR ` ' j � SWALES, STORM SOIL RESTORATION REQUIREMENTS DRAIN INLETS, e e e e e� OTHER STRUCTURAL i y ��pW WETLANDS, 100' MIN. TYP f APPURENANCE SOIL RESTORATION i,,y � � y �'� STREAMS AND e I TYPE OF SOIL DISTURBANCE REQUIREMENTS COMMENTS/EXAMPLE �1 y � /� f' OTHER SURFACE e .y �� '� WATERS I CONCRETE WASHOUT AREA PRESERVATION OF NATURAL �/ �Y � � � � 8' MI . NOTE: NO SOIL DISTURBANCE RESTORATION NOT PERMITTED EARTH EMBANKMENT y � � j i r�' e MINIMUM 8'x8'x2' ALL CONCRETE WASHOUT FACILITIES SHALL FEATURES � �y / � �� H e (LxWxD) BE CONSTRUCTED IN ACCORDANCE TO THE MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING OUTLET PROTECTION / ��j EXCAVATE IF NECESSARY I � I 2016 NEW YORK STATE STANDARDS AND / i� FOR STORAGE � FENCE SPECIFICATIONS FOR EROSION AND SEDIMENT Verity Engineering, D.P.C. � HSG A & B. APPLY SIX INCHES P.O. Box 474 � � CONTROL MANUAL, SECTION 2, PAGE 2.24: SIZING i � � * RISER EMBEDDED 9" INTO CONCRETE AREAS WHERE TOPSOIL IS (6") OF TOPSOIL PROTECT AREA FROM ANY �y i / � STANDARD AND SPECIFICATION FOR CONCRETE Troy, New York 12181 ° `1� �� / OR e TRUCK WASHOUT. STRIPPED ONLY - NO CHANGE IN ONGOING CONSTRUCTION 518.389.7200 verit en CO1Yl ST#1 ST#2 y �Y 1/4" METAL PLATE WELDED ALL AROUND. e GRADE HSG C & D: AERATE` AND APPLY ACTIVITIES I Y J• �Y I OO .�,,,� .. OO MAINTENANCE: SIX INCHES (6") OF TOPSOIL BARREL DIAMETER (IN) : 12 12 �' RISER DIAMETER(IN) : 12 12 4.0'MIN. SIGN IDENTIFYING �e '"'�� e e 1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR ENER PERFORATED RISER �� HSG A & B: AERATE* AND APPLY � q! SITE AS A CONCRETE i�, LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACED � �� DRAINAGE AREA (AC) : 0.8 0.8 � WASHOUT AREA , 10' WIDE CRUSHED STONE IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SIX INCHES (6") OF TOPSOIL MVn�e! ALL SLOPES 2:1 ENTRANCE FROM PAVED ROAD TO AREAS OF CUT OR FILL DESIGN VOLUME (CF) : 1,500 1,500 OR FLATTER 1'-6"MIN. PAVED ROADWAY �` o SHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTER STRIP. HSG C & D: APPLY FULL SOIL `"nE��sE�, �� E N T E R P R 1 S E S, �x c. �ry WASHOUT AREA o�a- � ° 2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE RESTORATION" �TRAG'�� $$1 Murray Road RIPRAP 5.0'MAX. o o a" TO z" HARDWARE CLOTH ��'�rv`}� •M Middle Grove, NY 12850 PROTECTION o o WITH FILTER FABRIC FENCE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE 0 0 12" SECURELY FASTENED PAVED ROADWAY PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. HEAVY TRAFFIC AREAS ON SITE KEEP CONSTRUCTION EQUIPMENT 518.584.6174 0 o A (ESPECIALLY IN A ZONE 5-25 FROM CROSSING THESE AREAS. m unterenterprises.com CONCRETE WASHOUT AREA 3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION FEET AROUND BUILDINGS BUT APPLY FULL SOIL TO PROTECT NEWLY INSTALLED 1.0' � . MINIMUM 8'x8'x2' DEEP LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND RESTORATION** (DE-COMPACTION PRACTICE FROM ANY ONGOING T NOT WITHIN A 5 FOOT ACCEPTABLE PROVIDE � ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD AND COMPOST ENHANCEMENT) CONSTRUCTION ACTIVITIES PERIMETER AROUND FOUNDATION w � I I WATER TIGHT WATERTIGHT W oe,_,/ � ' �� o,,� �a„�`•..� BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF TWO (2) WALLS) CONSTRUCT A SINGLE PHASE � Q �� ►� JOINT CONNECTION �W = DIAMETER - - � 1 _ _ _ FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO OPERATION FENCE AREA � 10.0' °i�€ ,� 2' MIN. - - - PREVENT EROSION. , ^ `� OF RISER (>24") � , II� 12" N0. 1 CRUSHED STONE RESTORATION NOT REQUIRED, v , oYc EMBANKMENT SECTION THRU RISER FROM PAVED ROAD TO 4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT AREAS WHERE RUNOFF REDUCTION BUT MAY BE APPLIED TO � r `�!�S.�.ip'-i� ��•,-. i,�� 0 CONSTRUCTION SPECIFICATIONS: PLASTIC LINER WASHOUT AREA FACILITY. OR INFILTRATION PRACTICES ENHANCE THE REDUCTION O � 3 lOMILS MINIMUM SLOPE TO FACILITY ARE APPLIED SPECIFIED FOR APPROPRIATE z z 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND 10. THE TOP 2/3 OF THE RISER SHALL BE PERFORATED WITH ONE PLASTIC LINER ANCHORED 5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES PRACTICE - STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA (1) INCH DIAMETER HOLES OR SLITS SPACED SIX (6) INCHES BEYOND TOP OF PIT WITH ARE TAKING PLACE IN NON-DESIGNATED AREAS. ** w r SECTION A-A SOIL RESTORATION IS w � � SHALL BE CLEARED. VERTICALLY AND HORIZONTALLY AND PLACED IN THE CONCAVE EARTHEN BERM, SAND REQUIRED ON REDEVELOPMENT � o PORTION OF PIPE. NO HOLES WILL BE ALLOWED WITHIN SIX BAGS, STONE, OR OTHER PROJECTS IN AREAS WHERE � � 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF (6) INCHES OF THE HORIZONTAL BARREL. STRUCTURAL APPURENANCE REDEVELOPMENT PROJECTS Q 02 Concrete Washout EXISTING IMPERVIOUS AREA ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER-SIZED � o STONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE 11. THE RISER SHALL BE WRAPPED WITH 1/4 TO 1/2 INCH C-503 N.T.S. WILL BE CONVERTED TO � � PERVIOUS AREA. a MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY HARDWARE CLOTH WIRE THEN WRAPPED WITH FILTER CLOTH w � TRAVERSING WITH EQUIPMENT WHILE IT IS BEING (HAVING AN EQUIVALENT SIEVE SIZE OF 40-80). THE FILTER WOVEN WIRE FENCE * AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS � _ CONSTRUCTED. CLOTH SHALL EXTEND SIX (6) INCHES ABOVE THE HIGHEST (MIN. 14 1/2 GAUGE MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATION IN THE W w � HOLE AND SIX (6) INCHES BELOW THE LOWEST HOLE. WHERE W/ MAX. 6" MESH SPACING) SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. � 0 `� 3. VOLUME OF SEDIMENT STORAGE SHALL BE 1,800 CUBIC FEET ENDS OF THE FILTER CLOTH COME TOGETHER, THEY SHALL BE 10' MAX. C. TO C. H � PER ACRE OF CONTRIBUTORY DRAINAGE. OVER-LAPPED, FOLDED AND STAPLED TO PREVENT BYPASS. ** SOIL RESTORATION PER "DEEP RIPPING AND DE-COMPACTION, DEC 2008." H J � i� 36" MIN. LENGTH FENCE https://www.dec.ny.gov/docs/water_pdf/infildecom08.pdf � � ¢ 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS 12. STRAPS OR CONNECTING BANDS SHALL BE USED TO HOLD THE > POSTS DRIVEN MIN. 16" CONSTRUCTION SPECIFICATIONS o ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED FILTER CLOTH AND WIRE FABRIC IN PLACE. THEY SHALL BE INTO GROUND. Q H Q NOTE: � TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT PLACED AT THE TOP AND BOTTOM OF THE CLOTH. � �� 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE � Q .,.. .,.. , STOCKPILE HEIGHT ... .r,._..,. :. .�. .,,..�.; ..:... SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A ' � `"`'� '`"'�` APLES POSTS SHALL BE STEEL EITHER T OR U TYPE OR _ TIES OR ST . NOT TO EXCEED 16' 2 � � : _..:..;.<,;,.:>.:;:., .. ... . ....: >, -, :.: MANNER THAT IT WILL NOT ERODE. 13. FILL MATERIAL AROUND THE PIPE SPILLWAY SHALL BE HAND HEIGHT OF FILTER `� .:: ,.:,:....:...::....:.:...:. . .. -- , ,<:...:::: .:..: ,.. ,::.>.::�,;.�,::. HARDWOOD. SLOPE OR LESS � .....:.. .. .:.. ` , :-. . , ; ;` COMPACTED IN FOUR (4) INCH LAYERS. A MINIMUM OF TWO u �� ..-'• � <�.:. . '.''., >.�<. = 16" MIN. , ;.,., . . . � :.,_: . 5. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND � �'�•� .`� -'' " � 1 (� r (2) FEET OF HAND COMPACTED BACKFILL SHALL BE PLACED ,,: � ,�, ,�` + �;<;:s�;;:.,,,x::;.�::r:,;:;;', 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE � = H �.,� r �: REPAIRS MADE AS NEEDED. OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH �� ' � " 8" MIN. WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL Q 0 CONSTRUCTION EQUIPMENT. �` "�F�' '� `� �` ��p� „ `�' w w �. �;, � BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. � z 6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A � �'` "�" � 4;� ' � MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 14. THE RISER SHALL BE ANCHORED WITH EITHER A CONCRETE BASE PERSPECTIVE VIEW 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE . � ~ o OR STEEL PLATE BASE TO PREVENT FLOTATION. FOR CONCRETE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE 7. THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHEN BASED THE DEPTH SHALL BE TWELVE (12) INCHES WITH THE 36" MIN. FENCE POST EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED r'��° Y� � o�c THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. RISER EMBEDDED NINE (9) INCHES. A 1/4 INCH MINIMUM �� EQUIVALENT. 3 THICKNESS STEEL PLATE SHALL BE ATTACHED TO THE RISER BY WOVEN WIRE FENCE (MIN. 14 1/2 � Y 8. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER; CUT SLOPES 1:1 A CONTINUOUS WELD AROUND THE BOTTOM TO FORM A GAUGE W/ MAX. 6" MESH SPACING)� 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED `� OR FLATTER. WATERTIGHT CONNECTION AND THEN PLACE TWO (2) FEET OF WITH FILTER CLOTH 20"MIN. EQUIVALENT. STONE, GRAVEL, OR TAMPED EARTH ON THE PLATE. FLOW 9. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT. �� UNDISTURBED GROUND 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED � �� WHEN "BULGES" DEVELOP IN THE SILT FENCE. SLOPE y m � � \ O� N E(/(/ o� Sediment Trap - Pipe Outlet COMPACTED SOIL - � �� y C-503 N.T.S. EMBED FILTER CLOTH 16"MIN. SILT FENCE SLOPE \. �,`Q�Q� JAMES �0�� i A MIN. OF 6" IN GROUND. � ,t � � ,t 4"� r 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT n � w SECTION VIEW DRY AND STABLE. FENCE. � Z 03 S 1 1 t F e n c e 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1: 2 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO � C-503 N.T.S. DIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFER �,p �9430� �, 3. SILT FENCE SHALL BE PLACED 10-FEET DOWNSLOPE OF TO EROSION AND SEDIMENT CONTROL PLAN. R�FES S��NP� EACH PILE. UPON COMPLETION OF SOIL STOCKPILING, TOP OF SPILLWAY TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCH �T �s A VIOLATION oF New rowc STATE EDUCATION �aw ARTICLE �as Foa ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED (IB#1)ELEV:306.00 IF NOT TO BE DISTURBED/UTILIZED WITHIN 14 DAYS. PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION TO P 0 F BAS I N "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND 5 A SPECIFIC DESCRIPTION OF THE ALTERATION. (IB#1)ELEV:310.00 QQ Soil Stockpile Stabilization COPYRIGHT�2021VERITYENGINEERINGD.P.C. ALLRIGHTSRESERVED. TOPSOIL, SEED & MULCH 3 3 C-503 N.T.S. �;"� �1 1� ��,�;�,�„�_�,; DESIGNED BY: EAS :,; �,� � �,>�� `�'�`��`'��v,>R� 4��.F.� NOTES: RIP-RAP, NYSDOT � PRO FILE � 1. FOREBAY TO RECEIVE 12" CLAY LINER, MATERIAL TO BE DRAWN BY: EAS LIGHT STONE FILL, APPROVED BY THE ENGINEER. �z" MIN. DEPTH CHECKED BY: AJV TOPSOIL, SEED & MULCH TOP OF BASIN 2. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION (IB#1)ELEV:313.00 BASIN SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT A PP ROV ED BY: AJ V RIP-RAP, NYSDOT BE DIRECTED TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION LIGHT STONE FILL 5� HAS CEASED AND A UNIFORM VEGETATIVE COVER WITH A DENSITY SCA LE: AS NOT ED 3 INFILTRATION BASIN OF 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN 0% �1 ESTABLISHED. DATE: 04/06/2021 140N OR APPROVED 3 0 .,, � EQUIVALENT 1� � ,�„_� � ��r� f��;;,��`�� 3. REFER TO SHEET C-121 FOR AREAS OF FILL. ALL PLACED FILL �x,� OUTFALL ,- q,�r, ;� �u �' " ^`�� ,�`,�„ z >��,.z. SHALL HAVE A MINIMUM INFILTRATION RATE OF 10"/HR. � � ; 4.r.w �.�;W. SECTION ��"`"' � ��';�,:tl:,,,,`��' '`' TOP OF SPILLWAY 4. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER STORMWATER MANAGEMENT PRACTICE � � � � � � � � � a m TERMINATE RIP-RAP (IB#1)ELEV:311.00 PRIOR TO PLACEMENT. p AT EXISTING GRADE INFILTRATION BASIN � NOTE: 0.080" PROJECT IDENTIFICATION: EMERGENCY SPILLWAY RIP-RAP SHALL BE GROUTED IN PLACE. ALUMINIUM SIGN SPDES NYR o PANEL, BAKED � � SPILLWAY ENAMEL FINISH MUST BE MAINTAINED IN H N TOP OF BASIN ACCORDANCE WITH 0&M PLAN v 0 N 5 FT. WIDE o � NO NOT REMOVE OR ALTER � � - � _ _ OBSERVATION z o � �- - - � - 313 � WELL, SEE DETAIL o � THIS SHEET O � 309 310 311 312 313 � � 312 � � � � - NOTES: � � � � � � � � � H OC so� 308 311 310 \ \ 1. COORDINATE WITH DESIGN m � -��'��= 4" PEA GRAVEL OR � 306 309 GALZANIZED ENGINEER TO OBTAIN PROJECT � w � RIP-RAP SPILL WAY \ RIVER STONE STEEL POST, IDENTIFICATION NUMBER. � � o I ELEV. : 310.00 2" U-CHANNEL J � WITH �" HOLES 2. IN LIEU OF A SEPARATE POST H 6" PVC THREADED CAP, i6 � BASIN/POND BOTTOM AT 1" O.C. = AND BASE SIGNAGE MAY BE z v I �=''�"' FLUSH WITH GROUND o MOUNTED TO NEARBY FENCING H m FOREBAY INFILTRATION �� Y � SURFACE 0 BASIN � WATER QUALITY NOTES: � OR LIGHT POLES USING O STAINLESS STEEL BAND CLAMPS ,� � REFER TO THE STORMWATER POLLUTION ��.F, ��'��`�, `��,' �* ,�'^,r`'%��';';i��,'��.,,%%i:;� c�l INLETS, SEE / PREVENTION PLAN AND STORMWATER ;✓,o� "° �j SHEET C-121 � � MANAGEMENT REPORT FOR WATER QUALITY ;�\ � � f' � H � � � CALCULATIONS. UNDISTURBED °'� � �o� � j`�� SLOPE TOP OF � w a I � � MATERIAL '�'`% a ° ° �i: CONCRETE BASE � � � � � � � � w � � � INFILTRATION BASIN #1 f� �,'>°>� � /�� o \ � s z � FINISHED GRADE o � � TOP OF BASIN RR� REQ'D: 9,452 FT (0.217 af.) H ;,yj `i�'° FILTER FABRIC, 5 FT. WIDE BERM RR� PROVIDED: 16,209 FT3 (0.372 af.) � _� o z;r/ K ��'� f`;, MIRAFI 140N OR . j APPROVED EQUAL � / ELEV. : 313.00 a � 000e � �r � � � � � � � � � Q w � WQ� REQ'D: 17,480 FT3 (0.401 af.) !t'� !�; " 2,500 PSI CONCRETE � RIP-RAP SPILLWAY WQ� PROVIDED: 17,480 FT (0.401 af.) f / � w RIP-RAP WEIR 3 '`� �° °r � � ELEV: 310.00 ELEV: 312.00 CLEAN WASHED #2 `?\ :.e>' ✓ � sis _ 31s STORM ELEVATION VOL. (CF) STONE ,✓� ,>e ` e: _ ANTI-CORROSIVE COATING w : � 10-YR� -25-YR 100-YR. 3- �\ K >'>- � j PERFORATED 6" a ON PORTION OF POST IN 1-YR 1 1-YR 310.12 10,270 �,? r' N ` n = 310:. - - - 310 �3` >° �.`� PVC PIPE , . � CONTACT WITH CONCRETE �� INFILTRATION BASIN 10-YR 310.84 Z1,$$3 ;� : . r,,. ��. � � � . DETAI LS (� ) 25-YR 311.07 25,889 \ �r\��p/� \Sf,r'�, O 305:. � .. .. .. . . . ' " : � FOREBAY . 305 100-YR 311.80 39,534 '�`%� ��'�'��"-r'��f'-��'��'�'``f�- �� / a 12" CLAY LINER, PERMANENT SAND FILTER 6"-8" SET PIPE ON BRICK Y m SEE NOTE #1 POOL 2'm, MIN. OR CONCRETE BLOCK = I�g��g�l � � C - 503 N o5 Infiltration Basin #1 06 Observation Well o� Stormwater Management Signage � C-503 N.T.S. C-503 N.T.S. C-503 N.T.S. a 9 of 10 . � ` ' , ` r� FLUSH WITH PAVEMENT OR 1" IN GRASSED AREAS NOTES: 1. BUILDING DRAIN SHOWN IS SUBJECT TO FINISHED GRADE FINAL APPROVED BUILDING PLANS PER Verity Engineering, D.P.C. TOWN OF COLONIE. P.O. Box 474 �` �; ,�;�`ti,�� r�,�`,f; j, Troy, New York 12181 � �''`�` °``�```�' '�';� ��`��'` `'�' 518.389J200 � verityeng.com � / ;�''� � �,'�, I ��' 4" CLEANOUT PLUG OR FRAME MAGNETIC TRENCH OR AND COVER, SEE DETAIL in � �NERq LOCATOR TAPE BURY AS REQ'D� 1 FINISH FLOOR �� oc FINISHED GRADE 1 a � M�� ur��er w � � ' " �" � E N i E R P R 1 S E 5, 1 N C. TRENCH BACKFILL Z VALVE BOX o � � -° �, F��o�� H (TELESCOPIC " � o � � " Q tiTRA��(� 881 Murray Road � PAVED AREAS - TYPE 2 � PATTERN) Z v, w w � Middle Grove, NY 12850 SUBBASE, NYSDOT ITEM � � WATER MAIN J � '� � 304.12 COMPACT TO 95% � _ � w � = 518.584.6174 STANDARD PROCTOR "' :H o ��'„ � munterenterprises.com H MJ GATE VALVE, 3,000 PSI 6" PVC SDR 26 (ASTM D3034) '� °C a ' 4" SCH. 40 PVC � NON-PAVED AREAS - SIZE PER PLAN CONCRETE THRUST � = J � ASTM D2665 ' GRANULAR FILL PIPE TO SANITARY SEWER MH _ � � Q ( ) 1 � BLOCK, TYP. OR MAIN (MIN. 2.0% SLOPE) � � - � d � � � SAND BEDDING, . � � BUILDING a � ,�'� �ti,` DRAIN , ^ `^ CONTINUOUS #12 � ' � 4 HAND TAMPED � � Y INSULATED TRACER WIRE I ° ° \/i � } ATTACHED TO PIPE f • SERVICE �� \/,, - Z \\S 2'-6" MAX. � 3 ,� (TYPE & SIZE PER PLAN) / CONNECT 6" PVC SDR 26 TO �s O z w � � ` �%` BUILDING DRAIN WITH RUBBER � FOUNDATION T Z 14" HDPE FORCE '' : , 4. NOTE: � �>f \\% GASKETED COUPLING WALL y w — MAIN, MINIMIZE LOW � ° TRACER WIRE TO BE `� � � + CONTINUOUS FROM CONTROL 6" MIN. �\j W � zo POINTS AND HIGH ��\\! BUILDING BUILDING ° � � POINTS IN MAIN . PANEL TO PUBLIC SEWER } �'�.,; a H `� r ,F f� a � FOOTING Z t,>;Y``f;\\d\�`,F.�'`��`.%r��' i��1\\,ri,��',`�i.;�``'�r'\�/�e�/\��/\��/\��d�*�/f.;r��/\�,�t�/,,•�,��1`��,�`i°�.: SEWER DRAIN , � .f`�e/'.``�!M d'r STAINLESS STEEL TAPPING � O � � a UNDISTURBED MATERIAL SLEEVE AND VALVE, SIZE � ''� TRENCH WIDTH� SAND BEDDING, AS NOTED ON PLAN � w a (12" MIN.) HAND TAMPED w o� Trench - Force Main o� Tapping Water Valve Detail 03 Sewer - Building Drain ? p z C-504 N.T.S. C-504 N.T.S. C-504 N.T.S. � H J � � Q a � 0 H Q � � a � � Q � o I..L � � � Q u � z w H ' RIM:000.00 � � 0 � � GRADE MUST , ^ GRADE GRADE �SLOPE AWAY v 1 Y /'// //��///�j �j�j� FROM STATION i� i �� NE�y ��PQ� JAMES �� * � � � r CC n � w . w GASKETED LID, HDPE ? ACCESS WAY VENT O �9430� �,� V R�FES S1 ONP STRAIN RELIEF IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY HO�� DUAL WAL L, C ORRUGATED PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED COVER CORD CONNECTOR HDPE ACCESSWAY ALTERINGONE GINEERESHALLOAFFIXRTOITHE CDOC MENT THEIRASEALIFTHEE OTATION OVER "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND 95�� POWER AND ALARM CABLE� A SPECIFIC DESCRIPTION OF THE ALTERATION. DISCHARGE 6 CONDUCTOR WITH GROUND I NVERT COPYRIGHT�2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. DEPTH INTERNAL WELL VENT, 2" DIA. I E/ONE EQUALIZER DESIGNED BY: EAS I I ELECTRICAL QUICK D RAWN BY: EAS I I DISCONNECT NEMA 6P (EQD) CHECKED BY: AJV � I QUICK DISCONNECT I ASSEMBLY APPROVED BY: AJV (304 S.S.) NOTES: TEMPORARY PRESSURE TREATED 4"X4" 0 o DISCHARGE 1%" 1. TUBING, TRACER WIRE, AND WARNING TAPE IDENTIFICATION SEE C-101 LUMBER MARKER TO BE INSTALLED BY SCALE: AS NOT ED i I FPT (304 S.S.) MARKERS SHALL BE CONSISTENT WITH A.P.W.A. COLOR CODE AND ROAD UTILITY CONTRACTOR. � � OSHA REG. 1926-956(C)(I) FOR LOCATION INLET, GROMMET TO S.S. CAST LID WITH WORD DATE: 04/06/2021 DISCHARGE, ACCEPT 6%" O.D. PVC BALL VALVE 2. INSTALL PRESSURE SEWER SERVICES BELOW STORM SEWER AND 'SEWER' CAST IN CURB BOX WITH 1%" FNPT PIPE (NON-STANDARD) 1 WATER MAIN WITH 18" MIN. SEPARATION TYPICAL. I BRING TRACER WIRE 12" MIN. I CAP LABELED I I 1/" DISCHARGE INV OUT:000.00 FINISHED 'SEWER', TYP. � LINE (304 S.S.) ABOVE GRADE ON THE OUTSIDE 5�± > � a 3. #12 AWG STAINLESS STEEL HDD CABLE WITH GREEN COLORED GRADE, TYP. OF ALL GATE AND CURB BOXES FROM PUMP Q 00 INSULATION, SUCH AS #10 BY KRIS-TECH WIRE C0. � 129.2" INLET: EDPM CHECK VALVE 1 •r`�,:�:,*/,!.�fj � /�� ,�/�\�/O�\� �i��? ,',;�,.:.C�.°� \ti�`//%\/�ffy,� `�'r,'�.'',,r`tii, co GROMMET FOR 6" DWV (NORYL) 4. DISCHARGE LINE SHALL BE 1/" PE 4710 IPS (ASTM D3035) DR-11 ,�f�� ' °\ , ,r,r ` ,r � PIPE (NON-STANDARD) (200 PSI) GREENSTRIPE OR GREENSHELL NOTE: MINIMUM I.D. TO ' VALVE BOX: TOP SECTION WITH o INV IN:000.00 ANTI-SIPHON BE 1�� BOTTOM FLANGE, SET VALVE BOX � VALVE (NORYL) ON CONCRETE BRICKS, FULLY � N 5. SERVICE LINE SHALL BE 1%" PE 4710 IPS (ASTM D3035) DR-11 COMPACT BACKFILL PRIOR TO c.~.� o BALLAST 3 (200 PSI) GREENSTRIPE OR GREENSHELL NOTE: MINIMUM I.D. TO INSTALLING BRICK o � 4Z'$ CONTAINMENT 42� BE 1%" � STAINLESS STEEL � � RING 31%" 281„ � -;,r�;;� ;;��,� GRINDER PUMP/LOW PRESSURE CURB STOP EXTENSION z o � 31.5" (106 GAL.) 6. HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT �rvT�f.�`�, ;�/�\� SEWER CONTRACTOR SHALL ROD, 18" MIN., TYP. � � o ��POLYETHYLENE TANK PIPE STIFFENERS FOR ALL PACK JOINT OR COMPRESSION w w 4 "�,��.,,,. •,�`o�\ CONNECT TO TRACER CABLE, _ 20 z" %" NOMINAL WALL CONNECTIONS > � '��'�: ;��/� SEE NOTE #7 ' ' ' ' ' ' ' ' ' H � ,�.,� (74 GAL.) THICKNESS, 150 � z '''�' ;�;!" 1%" ADAPTER COUPLING � c..� � GAL. CAPACITY 7. SPLICE TRACER CABLE BY TYING IN A KNOT AND CONNECTING • w t TEMPORARY CAP AND TAPE EXPOSED MATERIAL: WATER WORKS m � 0 16%" CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS, DIRECT H v"'i THREADS TO PROTECT AND KEEP CLEAN BRASS P.J. X MNPT c=n o o (58 GAL.) BURY TRACER WIRE CONNECTORS SUCH AS DRYCONN CONNECTORS BY � FOR FUTURE GRINDER PUMP CONNECTION J � SEMI-POSITIVE DISPLACEMENT COPPERHEAD INDUSTRIES, LLC 'n � SERVICE LINE, SEE DISCHARGE LINE, SEE v g38 $ (SPD) TYPE PUMP, EACH DIRECTLY g, pROVIDE S.S. SERVICE SADDLE AS MANUFACTURED BY ROMAC NOTE #5, INSTALL WITH NOTE #4, INSTALL WITH H m DRIVEN BY A 1-HP MOTOR HORIZONTAL SLACK HORIZONTAL SLACK p NOTES: INDUSTRIES, INC., MODEL 306 AND CORPORATION STOP BY FORD o METER BOX COMPANY, INC. MODEL B1000-6-NL OR APPROVED � 1. SAND BACKFILL SHALL BE FREE FROM DELETERIOUS MATERIAL, INCLUDING STONES 6. PRIOR TO FINAL APPROVAL OF THE GRINDER PUMP INSTALLATION, DOCUMENTATION BY EQUIVALENTS. TRACER CABLE, j OVER 1" IN SIZE, PLACED IN 12" LIFTS, AND COMPACT TO 90% STANDARD PROCTOR THE PUMP MANUFACTURER'S REPRESENTATIVE THAT THE GRINDER PUMP WAS INSTALLED o SEE NOTE #3 � cn IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND THAT THE SYSTEM WAS c� H 2. LAY FORCE MAIN IN A MANNER WHICH AVOIDS THE CREATION OF HIGH POINTS. START-UP TESTED WITH VERIFICATION OF PROPER ALARM ACTIVATION, SHALL BE p � � SUBMITTED TO THE AUTHORITY HAVING JURISDICTION OR THE DESIGN ENGINEER. � � � � � � � � � � o w 3. PUMP STATION PROVIDED SHALL BE MODEL DH152 AS MANUFACTURED BY ENVIRONMENT � �� ONE (E-ONE) OF NISKAYUNA, NEW YORK (518) 346-6161 OR APPROVED EQUIVALENT. 7. A HYDROSTATIC TEST MUST BE PERFORMED ON INSTALLED FORCE MAIN PIPE PRIOR TO � � N ` 1�" PACK JOINT X �ia ' � CONNECT TO � o PUMP CONNECTION. PIPE SHALL BE TESTED AT 90 PSI, AND WITNESSED BY THE �. � 1�" MNPT WATER � g � � PUMP DISCHARGE . / 4. PUMP SELECTION IS BASED ON MINIMUM FORCE MAIN CLEANSING VELOCITY OF 2.0 FPS AUTHORITY HAVING JURISDICTION OR THE DESIGN ENGINEER. SERVICE SADDLE WORKS BRASS ADAPTER 1 (1�" FIPT) � � � � � � � � � a w � AND A MAXIMUM VELOCITY OF 5.0 FPS. AND CORPORATION, 1�" BRASS PACK JOINT CURB 1/" FEMALE NPT � � 8. THE CONTRACTOR SHALL NOTE THAT THE PLANS CALL FOR A NON-STANDARD 6" INLET SEE NOTE #8 BRASS ADAPTER OR STOP, FULL PORT S.S. BALL CONCRETE BLOCK 1%" FEMALE NPT 5. ALL ELECTRIC WORK, MATERIALS, AND COMPONENTS SHALL COMPLY IN STRICT INTO THE GRINDER PUMP STATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COUPLING PACK VALVE WITH %" TURN CHECK 4"x8"x16", TYP. FLAPPER TYPE ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL AND STATE CODES SUPPLY THE CORRECT CONFIGURATION. STAINLESS STEEL FNPT BELL CHECK VALVE, S.S. w JOINT x 1�" FIPT, AS MANUFACTURED BY FORD w REGARDING, BUT NOT LIMITED T0, INSTALLATION, WATER TIGHTNESS, EXPLOSION METER BOX CO., TYP. REDUCER 1%" X 1%" AND �I PROOF AND WET ENVIRONMENTS. SEE NOTE #6 S.S. 1%" CLOSE NIPPLE EONE STAINLESS STEEL UNI-LATERAL o SERVICE LINE, SEE NOTE #5, ONE PIECE INTEGRAL CURB STOP AND D E TA I L S �4 � � 04 Grinder Pump Station INSTALL WITH HORIZONTAL SLACK 05 Grinder Pump t0 Sanitary Force Main Connection CHECK VALVE 1%" FNPT / Q C-504 N.T.S. C-504 N.T.S. V / m 0 � 5 • 4 � N � 10 Of 10 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR Skyward Drive Warehouse 00 Skyward Drive Sarato a S rin s, New York April 2021 Applicant: V�N E Rq! M�� unte� � E N T E R P R 1 5 E S, 1 N C. ��TR AC'��y 881 Murray Road Middle Grove, New York 12850 Contact: Mike Munter (518] 584-6174 Prepared By: , / `� � ` Verity Engineering, D.P.C. e r� t P.O. Box 474 � Tro , New York 12181 Y �� NE�y ,`Q- � JAMES O� O L *�� * r CC n � W � W Z O �9430� Q,� v R°FEss�oNP Aaron J.Vera, P.E. 094301 It is a violation of New York State Education Law Article 145 for any person, unless they are acting under the direction of a licensed professional engineer, to alter this document in any way. If a document bearing the seal of a licensed professional engineer is altered, the altering engineer shall affix to the document their seal,the notation "altered by" followed by their signature, the date of such alteration, and a specific description of the alteration. �02021 Verity Engineering, D.P.C. Table of Contents SWPPP Certification Requirements............................................................................ii SWPPPCertification..................................................................................................iv 1.0 PROJECT BACKGROUND .................................................................................1 1.1 Introduction ...................................................................................................1 1.2 Site Characteristics .......................................................................................1 1.2.1 Topography and Drainage Patterns ........................................................1 1.2.2 Wetlands and Waterbodies......................................................................1 1.2.3 Soils .........................................................................................................1 1.2.4 Existing Utilities......................................................................................3 2.0 EROSION AND SEDIMENT CONTROL............................................................3 2.1 Construction Phasing and Sequence of Operations ......................................3 2.2 Erosion and Sediment Control Practices.......................................................3 2.2.1 Stabilized Construction Entrance ...........................................................3 2.2.2 Concrete Washout...................................................................................3 2.2.3 Inlet Protection (Insert Type)..................................................................4 2.2.4 Dust Control ............................................................................................4 2.2.5 Topsoil, Seed, and Mulch ........................................................................4 2.3 Maintenance Inspection Schedule.................................................................4 2.4 Construction Chemicals, Litter, and Debris ..................................................4 2.5 Industrial Discharges.....................................................................................5 2.6 Non-Conforming Elements ............................................................................5 3.0 STORMWATER MANAGEMENT PRACTICES ..................................................5 3.1 Methodology..................................................................................................5 3.2 Pre-Development Drainage Conditions .........................................................5 3.3 Post-Development Drainage Conditions........................................................6 3.4 Pre-Post Development Comparison ...............................................................7 3.5 Stormwater Management Planning...............................................................7 3.5.1 Site Planning ...........................................................................................7 3.5.2 Determine Water Quality Treatment Volume (WQv)...............................8 3.5.3 Runoff Reduction (RRv) Techniques........................................................9 3.5.4 Minimum RRv Required ..........................................................................9 3.5.5 Standard Stormwater Management Practices........................................9 3.6 Non-Conforming Elements ............................................................................9 3.7 Operations and Maintenance.........................................................................9 3.8 Summary......................................................................................................10 Annendices AppendixA.......................................................................................................... Location Map Appendix B.................................................... Notice of Intent/Acknowledgement of Coverage Appendix C ...........................................................................................MS4 Acceptance Form Appendix D ......................................................................SPDES General Permit GP-0-20-001 Appendix E...................................................................................NYS OPRHP Documentation Appendix F..................................................................................USDA and NCRS Soil Survey AppendixG .......................................................................................................Drainage Maps Appendix H ...........................................................NYSDEC Green Infrastructure Worksheets Appendix I....................................................... Pre-Development Water Quantity Calculations Appendix J......................................................Post-Development Water Quantity Calculations Appendix K......................................................................................... Weekly Inspection Form Appendix L......................................Post-Construction Operation and Maintenance Checklist Appendix M..................................................................... Erosion and Sediment Control Plans Stormwater Pollution Prevention Plan (SWPPP) i 00 Skyward Drive April 2021 SWPPP Certification Requirements Definitions: For additional definitions of terms and phrases used in this document refer to Pages 39-47 of GP-0-20-001 SPDES General Permit for Stormwater Discharges from Construction Activity. GP-0-20-001 is included as Appendix D of this document. 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. 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 Quali�ed Professional qualifications in addition to the Qualified Inspector qualifications. 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. Quali�ed 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. Stormwater Pollution Prevention Plan (SWPPP) ii 00 Skyward Drive April 2021 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 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 contractor shall receive four (4) hours of training every three (3) years. It can also mean an employee from the contracting (construction) company, identified in Part III.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. Excerpt from GP-0-20-001 Part III A. 6: Prior to the commencement of construction activity, the owner or operator must 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: Stormwater Pollution Prevention Plan (SWPPP) iii 00 Skyward Drive April 2021 SWPPP Certification "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 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 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" Contractor Information Contractor: Address: Phone: Fax: Elements of SWPPP: Trained Contractor Name: Title: Company Officer Name: Title: Signature: Date: Site Information Address: Stormwater Pollution Prevention Plan (SWPPP) iv 00 Skyward Drive April 2021 1.0 PROJECT BACKGROUND 1.1 Introduction The purpose of this report is to describe the methods that will be utilized to provide Stormwater Management for the proposed Skyward Drive Warehouse at 00 Skyward Drive, City of Saratoga Springs, New York. This project proposes to disturb more than one (1) acre of land, as such the project is within the jurisdiction of the New York State Department of Environmental Conservation (NYSDEC) State Pollution Discharge Elimination System (SPDES) General Permit for Stormwater Discharges from Construction Activity, GP-0-20-001 and the NYSDEC Stormwater Design Manual (SWDM). The analysis and design that follows complies with the requirements of this permit. 1.2 Site Characteristics The project site is located at 00 Skyward Drive, City of Saratoga Springs, New York, north of Geyser Road (County Route 43) and approximately 2,300 feet west of Ballston Avenue (State Route 50). The parcel, tax map number 178.-1-62, has an existing area of ±450,480 sq. ft. (±10.342 acres) and is currently undeveloped and mostly wooded. The site is located within the City's Industrial, General (IND-G) Zoning District. Developed industrial property abuts the site to the north and east. There is a wooded buffer across Skyward to the west; the railroad tracks lie beyond. 1.2.1 Topography and Drainage Patterns The site generally slopes eastward. Runoff flows east to Geyser Creek. 1.2.2 Wetlands, Waterbodies, and Ecology No wetlands or waterbodies have been observed on the project site. 1.2.3 Soils Soil investigations have not been completed at this time. Based on available data and conditions encountered during the construction of Skyward Drive and the SKS Bottling Plant it is assumed that the site has significant separation to groundwater and existing soils are sandy with high infiltration rates. Until such time testing is available, a conservative estimation of 5 in./hr. was used for sizing proposed stormwater management facilities. Further, the United States Department of Agriculture (USDA) Natural Resources Conservation Service's (NRCS) National Cooperative Soil Survey identifies the following soil type within the analyzed drainage area(s): Stormwater Pollution Prevention Plan (SWPPP) 1 00 Skyward Drive April 2021 Udipsamments, dredged (Ud) Hydrologic Soil Group (HSG): A Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Depth to water table: More than 80 inches Typical profile: 0 to 6 inch: loamy sand 6 to 72 inches: loamy sand Windsor loamy sand, 0 to 3 percent slopes (WnA) Hydrologic Soil Group (HSG): A Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Depth to water table: More than 80 inches Typical profile: 0 to 1 inch: moderately decomposed plant material 1 to 3 inches: loamy sand (A) 3 to 25 inches: loamy sand (Bw) 25 to 65 inches: sand (C) Windsor loamy sand, 3 to 8 percent slopes (WnB) Hydrologic Soil Group (HSG): A Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Depth to water table: More than 80 inches Typical profile: 0 to 1 inch: mod. decomposed plant material (0) 1 to 3 inches: loamy sand (A) 3 to 25 inches: loamy sand (Bw) 25 to 65 inches: sand (C) Windsor loamy sand, 8 to 15 percent slopes (WnC) Hydrologic Soil Group (HSG): A Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Depth to water table: More than 80 inches Typical profile: 0 to 1 inch: mod. decomposed plant material (Oe) 1 to 11 inches: loamy sand (Ap) 11 to 31 inches: loamy sand (Bw) 31 to 65 inches: sand (C) The above referenced soils are present within the subject drainage area(s) in the following quantities: Soil Name and Symbol HSG % of Site Soils Udipsamments, dredged (Ud) A 0.9% Windsor loamy sand, 0 to 3 percent slopes (WnA) A 1.3% Windsor loamy sand, 3 to 8 percent slopes (WnB) A 13.7% Windsor loamy sand, 8 to 15 percent slopes (WnC) A 84.0% Stormwater Pollution Prevention Plan (SWPPP) 2 00 Skyward Drive April 2021 1.2.4 Existing Utilities Municipal water and sewer are available at the right-of-way. Electric and telecom are also available. 1.3 Proposed Project The project proposes to construct a single-story, steel-framed, 70,000 square foot building and associated parking and loading areas. Additional improvements include associated stormwater management facilities and incidental utilities. 2.0 EROSION AND SEDIMENT CONTROL The proposed project described above shall comply with the New York State Department of Environmental Conservation SPDES General Permit for Stormwater Discharges from Construction Activities, Permit No. GP-0-20-001. The following section of this report outlines and details the structures and techniques utilized to minimize the transportation of sediments from the project site and to maintain the quality of nearby water resources. 2.1 Construction Phasing and Sequence of Operations The foremost method to reduce sediment transport is limiting the area of disturb soils on a construction site. Whenever possible construction should proceed in narrowly defined phases at the end of which areas are stabilized before proceeding to subsequent phases. Per SPDES permit requirements at no time shall site disturbances exceed five (5) acres at any one time without prior authorization of the NYSDEC or the authority having jurisdiction. For a project specific phasing plan please refer to Appendix M, Erosion and Sediment Control Plans. 2.2 Erosion and Sediment Control Practices 2.2.1 Stabilized Construction Entrance At a minimum one construction entrance shall be provided at the location shown on the Erosion and Sediment Control Plans. All construction related vehicles accessing the site shall enter and exit the site at this defined area. The entrance shall consist of a filter fabric laid on existing grade and covered with 1" - 4" stone. 2.2.2 Concrete Washout A concrete washout area shall be installed and properly signed prior to the first scheduled pour. The concrete washout shall be cleaned when it reaches 50% of its capacity. All waste shall be removed and properly disposed. The liner shall be inspected after removing spoils for punctures or tears. Any maintenance require shall be performed before Stormwater Pollution Prevention Plan (SWPPP) 3 00 Skyward Drive April 2021 placing the washout back into service. 2.2.3 Inlet Protection (Insert Type) Inlet protection shall be installed in all areas shown on the erosion and sediment control plans. To ensure proper operation of inlet protection is important that each device be inspected regularly. Collected sediment shall be removed and disposed of properly. Damaged devices shall be replaced as required. 2.2.4 Dust Control If exposed soils begin to generated dust these areas shall be sprayed with water to suppress dust. Additionally, sodium chloride or similar products may be used with approval from the qualified professional and authorities having jurisdiction. 2.2.5 Topsoil, Seed, and Mulch All disturbed, non-surfaced areas shall be stabilized by the application of topsoil, seed, and straw mulch or by utilizing an all-in-one product such as hydroseed. Any area where final grade has been achieved or where construction activities have ceased for the next fourteen (14) calendar days shall be stabilized. Areas which have received topsoil and seed shall be inspected after rainfall events for rills or other signs of erosion and repaired or replaced as required. 2.3 Maintenance Inspection Schedule Maintenance of erosion and sediment control practices is crucial to their effectiveness at minimizing sediment transport and preserving water quality. At a minimum all practices employed at any time shall be inspected by a trained contractor and qualified professional once every week. In addition, it is recommended that the trained contractor inspect all practices after any runoff producing rainfall event. Any deficiencies noted shall be remedied as soon as practical but not more than a week from the date identified. If the trained contractor or qualified professional encounter repeated maintenance issues with any erosion control practice, additional or different erosion and sediment controls may be installed. Any practices employed must be installed in accordance with the requirements and recommendations in the New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016 or current version. 2.4 Construction Chemicals, Litter, and Debris The contractor shall maintain at all times facilities for the proper storage and disposal of wastes, litter, and debris generated on-site. All waste materials shall be stored and disposed in compliance with all federal, state, and local laws. Daily inspections shall be conducted by the trained contractor to ensure Stormwater Pollution Prevention Plan (SWPPP) 4 00 Skyward Drive April 2021 that construction debris is appropriately managed and is not adversely affecting neighboring properties. All chemicals or petroleum products on site shall be stored in a manner compliant with all applicable federal, state, and local laws. Any spillage of chemicals or petroleum products on site shall be reported to the authorities having jurisdiction in accordance with their requirements. A spill cleanup kit shall be kept on site at all times and an individual familiar with its operation shall be present on-site. 2.5 Industrial Discharges This project does not currently propose any individual industrial discharges. 2.6 Non-Conforming Elements This project does not currently propose any deviations from the current technical standards provided by the NYSDEC. 3.0 STORMWATER MANAGEMENT PRACTICES This project is required to provide post-construction stormwater management practices per Appendix B, Table 2 of the NYSDEC SPDES GP-0-20-001 permit. The following section presents the existing drainage conditions, proposed drainage conditions, and the methods and structures utilized to comply with federal, state, and local regulations. All structures proposed comply with the NYSDEC Stormwater Design Manual, January 2015 unless specifically stated otherwise. 3.1 Methodology For purposes of identifying drainage patterns and estimating runoff rates and volumes, existing and proposed conditions were analyzed using HydroCAD 10.10 5a developed by HydroCAD Software Solutions, LLC. This computer software uses the TR-20 method developed by the Natural Resources Conservation Service (NRCS), a division of the United States Department of Agriculture (USDA). Local rainfall data was obtained from the Northeast Regional Climate Center (NRCC) for all storm events analyzed. 3.2 Pre-Development Drainage Conditions The pre-development watershed conditions are depicted in Appendix G, "Existing Drainage Conditions." As shown, the site is divided into two (2) sub- catchments. Sub-catchment #1 (SC-1) is a mostly wooded area on the eastern side of the property. The area drains to the east, flows across the eastern property line (Discharge Point #1, DP-1), and ultimately runoff is tributary to the Geyser Stormwater Pollution Prevention Plan (SWPPP) 5 00 Skyward Drive April 2021 Creek. SC-1 has an area of 331,248 sq. ft., a Curve Number (CN) of 39, and a Time of Concentration (Tc) of 19.2 minutes. SC-2 is an area along the western boundary of the site. Areas west of an existing berm and along the eastern side of Skyward Drive enter a grassed swale which flows north to an existing infiltration basin, DP-2. SC-2 has an area of 105,340 sq. ft., a CN of 49, and a T� of 17.4 minutes. Refer to Appendix I for development of the curve number, time of concentration, and calculations utilized in the pre-development drainage analysis. Table 1 below presents the post-development peak runoff rate and volumes for DP-1 and DP-2 based on the 1, 10, 25, and 100-year storm events. Table 1 Pre-Development Runoff Rates Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) 0.00 0.000 0.13 0.034 0.59 0.077 2.23 0.198 0.00 0.000 0.15 0.034 0.69 0.077 2.60 0.161 3.3 Post-Development Drainage Conditions The post-development watershed conditions are depicted in Appendix G, "Proposed Drainage Conditions." As shown, the site is divided into nine (10) sub-catchments. SC-100 includes the northern, eastern, and southern edges of the property. This lawn area drains to the east toward DP-1. SC-100 has a total area of ±93,488 sq. ft., a CN of 39, and a Tc of 18.2 minutes. SC-101 includes the lawn area immediately adjacent to Infiltration Basin #1. SC-101 has a total area of ±39,034 sq. ft., a CN of 39, and the minimum Tc of 6 minutes. SCs-101.1 through 101.9 include all improved areas. Newly created pavement, buildings, and landscaped areas will be directed to a closed drainage system which is directed to the forebay of IB-1. The areas and CNs of these sub-catchments vary. A minimum Tc of 6 minutes was modeled. SC-200 includes half of Skyward Drive, curb cuts, and lawn areas to the east. This area drains to an existing infiltration basin, DP-2. SC-200 has a total area of ±84,343 sq. ft., a CN of 95 and a Tc of 17.4 minutes. Refer to Appendix J for development of the curve number, time of concentration, and calculations utilized in the post-development drainage analysis. Table 2 below presents the post-development peak runoff rate and volumes for Discharge Point 1 based on the 1, 10, 25, and 100-year storm events. Stormwater Pollution Prevention Plan (SWPPP) 6 00 Skyward Drive April 2021 Table 2 Post-Development Runoff Rates Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) 0.00 0.000 0.01 0.004 0.03 0.022 0.50 0.094 0.00 0.000 0.04 0.022 0.28 0.054 1.51 0.149 3.4 Pre-Post Development Comparison Table 3 below compares the post-development peak runoff rates and runoff volumes to those of post-development discharge points. Figures are based on the 1, 10, 25, and 100-year storm events. Table 3 Pre-Post Development Comparison Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) Q(cfs) V(ac-ft) NO NO -0.12 -0.030 -0.56 -0.055 -1.73 -0.104 CHANGE CHANGE (-92.3%) (-88.2%) (-94.9%) (-71.4%) (-77.6%) (-52.5%) NO NO -0.11 -0.012 -0.41 -0.023 -1.09 -0.012 CHANGE CHANGE (-73.3%) (-35.3%) (-59.4%) (-29.9%) (-41.9%) (-7.5%) Post-Development Reduction � Unaltered Hydrology(<5%increase,per GP-0-20-001,App.A,pg. 40) Post-Development Increase Table 3 illustrates that the proposed stormwater management system will not alter hydrology from pre to post-development conditions; defined as an increase of more than 5% from pre-developed conditions. 3.5 Stormwater Management Planning As required by the NYSDEC Stormwater Management Design Manual (SWMDM), January 2015, projects which are subject to the NYSDEC SPDES GP-0-20-001 permit must complete the following five-step planning process: 3.5.1 Site Planning Table 3.1 of the NYSDEC SWMDM identifies several practices which may be utilized during the site planning process to preserve natural resources and reduce impervious areas. Below are a list of the practices and a brief explanation of whether or not they were incorporated into the current plan and how. Preservation of Natural Resources Preservation of Und isturbed Areas - The current proposal does not have an opportunity to preserve an adequate contiguous area for this practice. Stormwater Pollution Prevention Plan (SWPPP) 7 00 Skyward Drive April 2021 Preservation of Buffers - The current proposal does not have an opportunity to preserve an adequate contiguous area for this practice. Reduction of Clearing and Grading - Limits of clearing and grading have been reduced to the greatest extent practical. Locating Development in Less Sensitive Areas - As described above, there are no sensitive environmental areas on the site. Open Space Design -While this practice is not applicable to the current proposal, the proposed buildings and parking areas are adjacent to one another allowing for more contiguous green space. Soil Restoration - This project proposes to use soil restoration techniques in all applicable areas. Reduction of Impervious Cover Road way Red uction - There are no roadways proposed as part of this project. Sidewalk Reduction - The area of sidewalks proposed is as limited as practical. Driveway Red uction - The area of driveways proposed is as limited as practical. Cul-de-sac Reduction -There are no cul-de-sacs proposed as part of this project. Building Footprint Reduction - Building footprints have been reduced to the minimum required for the operations proposed. Parking Reduction - The parking provided is the minimum required by the proposed use. Additionally, banked parking is proposed to further reduce impervious area. 3.5.2 Determine Water Quality Treatment Volume (WQv) The NYSDEC provides a Microsoft Excel based Green Infrastructure Worksheet. This worksheet provides calculations for both water quality and runoff reduction for sub-catchments within the project area. Refer to Appendix H for documentation. The calculated WQV for this project is 17,480 cu. ft. or ±0.401 ac.-ft. The WQv provided by this project is 17,480 cu. ft. or ±0.401 ac. ft. Stormwater Pollution Prevention Plan (SWPPP) 8 00 Skyward Drive April 2021 3.5.3 Runoff Reduction (RRv) Techniques Based upon available site soil data it was determined that infiltration practices would be acceptable to provide RRv. Refer to section 3.5.5 for Infiltration Basin sizing. 3.5.4 Minimum RRv Required Per the NYSDEC SWDM Green Infrastructure Techniques are required for Runoff Reduction. An Infiltration Basin was selected as a standard practice with runoff reduction capacity to meet this requirement. Refer to Appendix H for design and sizing criteria. The minimum RRv is 9,452 cu. ft. or ±0.217ac.-ft. The RRv provided by this project is 16,209 cu. ft. or ±0.372 ac. ft. This exceeds the minimum and is equal to 90% of the WQv. 3.5.5 Standard Stormwater Management Practices In�ltration Basin #1 (IB-1) receives runoff from SC-101. IB-1 is designed with an infiltration rate of 5 in./hr.; 100% pretreatment is required. Pretreatment for SC-101 is provided by a clay-lined forebay. A closed drainage system is directed to IB-1's forebay. This area requires a total of 17,480 cu. ft. of pretreatment, the forebay is sized at 17,919 cu. ft. Refer to Table 4 for a summary of each storm event and Appendix J for sizing. Table 5 Summary of Stormwater Management Practices 3.37 - 1.28 5,104 322.16 9.49 - 1.44 10,046 322.84 15.70 - 1.48 14,140 323.33 23.71 - 1.48 23,271 324.32 3.6 Non-Conforming Elements This project does not currently propose any deviations from the current technical standards provided by the NYSDEC. 3.7 Operations and Maintenance Regular inspections and maintenance of the post-construction stormwater management system is the responsibility of the property owner or other designated party. Currently the entity responsible for maintenance of this Stormwater Pollution Prevention Plan (SWPPP) 9 00 Skyward Drive April 2021 facility is: Munter Enterprises, Inc. 881 Murray Road Middle Grove, New York 12850 For the first year of operation, commencing upon filing of a Notice of Termination (NOT) with the NYSDEC, an inspection of the facility shall be conducted every six (6) months by a New York State licensed professional engineer. For subsequent years inspections may be conducted annually. Inspection and maintenance checklists are included in Appendix L. Records of inspections should be maintained on-site and any recommendations for repairs or replacement of stormwater management facilities shall be made in a timely manner. In addition to these annual inspections, the property owner or property manager should familiarize themselves with the purpose and operation of any permanent stormwater management facilities. After heavy rainfalls it should be noted if any facilities appear to have damaged or have ceased normal operations. Within a forty-eight (48) hours after a heavy rainfall event, standing water should not be visible in infiltration or flow-through practices such as Stormwater Planters. If any of these anomalies are witnessed the inspecting engineer should be notified and a plan to remedy these deficiencies should be prepared. 3.8 Summary This Stormwater Pollution Prevention Plan presents the analysis and design of the Stormwater Management System and components for the Skyward Warehouse. The post-development stormwater runoff system utilizes on-site infiltration that complies with the requirements of the NYSDEC. The project plans show the locations, sizes, and shapes of stormwater management practices, including all stormwater management facilities. This stormwater management system, when constructed as designed, will function adequately and will not adversely affect downstream watercourses, structures or properties. Respectfully submitted: �� Aaron J. Vera, P.E. Principal Engineer Verity Engineering, D.P.C. 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E o..E oF=��.�.E�..o.,..o.=PE�.F.�oE=��P..o.oF.� � � t . . . >�-,o:,.. .. ��. � �t�:..%� U?cL-- ___�_ _ �z. . ,� ' ' ._ oP�ox.m��..�o..a�.o,o.P.�..��ox.��a��. . � � �` � � �� '' � �w - —�� (I ��o, ; //��pp , � �� / O " _ y . .. �. � r2i'�jl�� °�� DESIGNED BY: EAS ra Z 2 i�- 1� c r* _ .,.', p m ,ry ... DRAWN BY: EAS _ � � \ � . m SO )�� /� ��J �p �� CHECKED BY: AJV '�� . BAKER RD � �� y ��1�r' � �'�� _ I � � Q : _.. . . 3 .... APPRO AJV \ y _. . . � ;: � � .7n I _ �� ,�,4 �s` SCALE: 1" - 2,000' Oi -� �I �\ .3, i, Q � d „� } I � -J �,� ! \��; _ - . � �� A � � � � 3 f_. DATE: 04/06/2021 _�i �� `v I1� °II\� � \I .,. ..,,h. � � , . . '�35� �_...�, -_ � . z � O f' �f i. %`. � m t � 0 - �I��' 1 < �� i' 1� I �., ,!� � �� ; � � m�,�.A LOCATION MAP o � 3 c � 3 CK TRL v �`�l,- -- r' _ �� 1 ~ - �� -- � i �TAMARA A �� .t � o �'"'�_, �`��° � .'" z LUR BLVD y g r��°� `�`� � _��. - � ' ?� ��o°� , �C� ° � � � ��°� � � LOCUS 1 of 1 Appendix B Notice of Intent/Acknowledgement of Coverage Stormwater Pollution Prevention Plan (SWPPP) B 00 Skyward Drive April 2021 I 06440�9�2� � NOTICE OF INTENT New York State Department of Environmental Conservation _ Division of Water � 625 Broadway, 4th Floor NYR[[[[[[ - Albany, New York 12233-3505 (for DEC use only) Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-20-001 All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE :.F '� �;� .z3 MUST SIGN FORM Owner/Operator Information Owner/Operator (Company Name/Private Owner Name/Municipality Name) M u n t e r L a n d H o 1 d i n g s , L L C Owner/Operator Contact Person Last Name (NOT CONSULTANT) M u n t e r Owner/Operator Contact Person First Name J o h n Owner/Operator Mailing Address 8 8 1 M u r r a y R o a d City M i d d 1 e G r o v e State Zip N Y 1 2 8 5 0 - � Phone (Owner/Operator) Fax (Owner/Operator) 5 1 8 - 8 5 4 - 6 1 7 4 � - � - � Email (Owner/Operator) j o h n@ m u n t e r e n t e r p r i s e s . c o m FED TAX ID m - (not required for individuals) � Page 1 of 14 � I 640�0�9�2� � Project Site Information Project/Site Name S k y w a r d W a r e h o u s e Street Address (NOT P.O. BOX) 0 0 S k y w a r d D r i v e Side of Street O North O South � East O West City/Town/Village (THAT ISSUES BUILDING PERMIT) C i t y o f S a r a t o g a S p r i n g s State Zip County DEC Re ion N Y 1 2 8 6 6 - � S a r a t o g a 5� Name of Nearest Cross Street G e y s e r R o a d Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street 3 0 0 � North O South O East O West Tax Map Numbers Tax Map Numbers Section-Block-Parcel 1 7 7 . - 1 - 6 2 . 2 1 2 1. Provide the Geographic Coordinates for the project site. To do this, go to the NYSDEC Stormwater Interactive Map on the DEC website at: https://gisservices.dec.ny.gov/gis/stormwater/ Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located the centroid of your project site, go to the bottom right hand corner of the map for the X, Y coordinates. Enter the coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (Easting) Y Coordinates (Northing) -7 3 8 3 5 4 3 0 6 2 Ex. -73.749 Ex. 42.652 2. What is the nature of this construction project? � New Construction O Redevelopment with increase in impervious area O Redevelopment with no increase in impervious area � Page 2 of 14 � I 4�070�9�29 � 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use � FOREST O SINGLE FAMILY HOME Number of Lots � PASTURE/OPEN LAND � SINGLE FAMILY SUBDIVISION � � CULTIVATED LAND � TOWN HOME RESIDENTIAL � SINGLE FAMILY HOME � MULTIFAMILY RESIDENTIAL � SINGLE FAMILY SUBDIVISION � INSTITUTIONAL/SCHOOL � TOWN HOME RESIDENTIAL � INDUSTRIAL � MULTIFAMILY RESIDENTIAL � COMMERCIAL � INSTITUTIONAL/SCHOOL � MUNICIPAL 0 INDUSTRIAL � ROAD/HIGHWAY � COMMERCIAL � RECREATIONAL/SPORTS FIELD � ROAD/HIGHWAY � BIKE PATH/TRAIL � RECREATIONAL/SPORTS FIELD � LINEAR UTILITY (water, sewer, gas, etc. ) � BIKE PATH/TRAIL � PARKING LOT � LINEAR UTILITY � CLEARING/GRADING ONLY � PARKING LOT � DEMOLITION, NO REDEVELOPMENT � OTHER � WELL DRILLING ACTIVITY * (Oil, Gas, etc. ) O OTHER *Note: for gas well drilling, non-high volume hydraulic fractured wells only 4. In accordance with the larger common plan of development or sale, enter the total project site area; the total area to be disturbed; existing impervious area to be disturbed (for redevelopment activities) ; and the future impervious area constructed within the disturbed area. (Round to the nearest tenth of an acre.) Future Impervious Total Site Total Area To Existing Impervious Area Within Area Be Disturbed Area To Be Disturbed Disturbed Area 1 0 •� �'� �'� �'� 5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes � No 6. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site. A B C D 1 0 0 0 � o � o � ° 0 7. Is this a phased project? O Yes � No Start Date End Date 8. Enter the planned start and end � / � / � _ � / � / � dates of the disturbance 0 6 0 1 2 0 2 1 1 2 3 1 2 0 2 2 activities. � Page 3 of 14 � I �6000�9�2� � 9. Identify the nearest surface waterbody(ies) to which construction site runoff will discharge. Name n / a 9a. Type of waterbody identified in Question 9? � Wetland / State Jurisdiction On Site (Answer 9b) � Wetland / State Jurisdiction Off Site � Wetland / Federal Jurisdiction On Site (Answer 9b) � Wetland / Federal Jurisdiction Off Site � Stream / Creek On Site � Stream / Creek Off Site � River On Site 9b. How was the wetland identified? � River Off Site � Lake On Site � Regulatory Map � Lake Off Site � Delineated by Consultant � Other Type On Site � Delineated by Army Corps of Engineers � Other Type Off Site � Other (identify) I n f i 1 t r a t e s n / a 10. Has the surface waterbody(ies) in question 9 been identified as a � yes � No 303 (d) segment in Appendix E of GP-0-20-001? 11. Is this project located in one of the Watersheds identified in Appendix C of GP-0-20-001? O Yes � No 12. Is the project located in one of the watershed areas associated with AA and AA-S classified O Yes � No waters? If no, skip question 13. 13. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is � Yes O No identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed? �'� 14. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent O Yes � No area? � Page 4 of 14 � I 64030�9�20 � 15. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, � Yes � No O Unknown culverts, etc) ? 16. What is the name of the municipality/entity that owns the separate storm sewer system? n / a 17. Does any runoff from the site enter a sewer classified � yes � No O Unknown as a Combined Sewer? 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? O Yes � No 19. Is this property owned by a state authority, state agency, federal government or local government? O Yes � No 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup � Yes � No Agreement, etc. ) 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS � Yes O No Standards and Specifications for Erosion and Sediment Control (aka Blue Book) ? 22. Does this construction activity require the development of a SWPPP that includes the post-construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and � Yes O No Quantity Control practices/techniques) ? If No, skip questions 23 and 27-39. 23. Has the post-construction stormwater management practice component of the SWPPP been developed in conformance with the current NYS � Yes O No Stormwater Management Design Manual? � Page 5 of 14 � I 025�0�9�25 � 24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by: � Professional Engineer (P.E.) O Soil and Water Conservation District (SWCD) O Registered Landscape Architect (R.L.A) O Certified Professional in Erosion and Sediment Control (CPESC) O Owner/Operator O Other SWPPP Preparer V e r i t y E n g i n e e r i n g , D . P . C Contact Name (Last, Space, First) V e r a , A a r o n Mailing Address P . O . B o x 4 7 4 City T r o y State Zip N Y 1 2 1 8 1 - � Phone Fax 5 1 8 - 3 8 9 - 7 2 0 0 � - � - � Email a a r o n@ v e r i t y e n g . c o m SWPPP Preparer Certification I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-20-001. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI A a r o n � Last Name V e r a Signature Date m � m � � � Page 6 of 14 � I 0��50�9�22 � 25. Has a construction sequence schedule for the planned management practices been prepared? � Yes O No 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural Vegetative Measures � Check Dams O Brush Matting O Construction Road Stabilization O Dune Stabilization � Dust Control O Grassed Waterway O Earth Dike �Mulching O Level Spreader O Protecting Vegetation O Perimeter Dike/Swale O Recreation Area Improvement O Pipe Slope Drain � Seeding O Portable Sediment Tank O Sodding O Rock Dam O Straw/Hay Bale Dike O Sediment Basin O Streambank Protection O Sediment Traps O Temporary Swale � Silt Fence � Topsoiling � Stabilized Construction Entrance O Vegetating Waterways a storm Drain Inlet Protection permanent Structural O Straw/Hay Bale Dike O Temporary Access Waterway Crossing O Debris Basin O Temporary Stormdrain Diversion O Diversion O Temporary Swale O Grade Stabilization Structure O Turbidity Curtain � Land Grading O Water bars O Lined Waterway (Rock) O Paved Channel (Concrete) Biotechnical O Paved Flume O Brush Matting O Retaining Wall O Wattling O Riprap Slope Protection � Rock Outlet Protection Other O Streambank Protection � Page 7 of 14 � I 0��20�9�2� � Post-construction Stormwater Management Practice (SMP) Requirements Important: Completion of Questions 27-39 is not required if response to Question 22 is No. 27. Identify all site planning practices that were used to prepare the final site plan/layout for the project. O Preservation of Undisturbed Areas O Preservation of Buffers �Reduction of Clearing and Grading O Locating Development in Less Sensitive Areas O Roadway Reduction � Sidewalk Reduction � Driveway Reduction O Cul-de-sac Reduction � Building Footprint Reduction � Parking Reduction 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1.6 ("Soil Restoration") of the Design Manual (2010 version) . �All disturbed areas Will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) . � Compacted areas were considered as impervious cover when calculating the WQv Required, and the compacted areas were assigned a post-construction Hydrologic Soil Group (HSG) designation that is one level less permeable than existing conditions for the hydrology analysis. 28. Provide the total Water Quality Volume (WQv) required for this project (based on final site plan/layout) . Total WQv Required �• 5 2 9 acre-feet 29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce the Total WQv Required(#28) . Also, provide in Table 1 the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SMPs. � Page 8 of 14 � I 773�0�9�22 Table 1 - Runoff Reduction (RR) Techniques � and Standard Stormwater Management Practices (SMPs) Total Contributing Total Contributing Area (acres) Impervious Area(acres) RR Techniques (Area Reduction) O Conservation of Natural Areas (RR-1) . . . �•� and/or �•� O Sheetflow to Riparian �.� �.� Buffers/Filters Strips (RR-2) , , , , , , , , , , and/or O Tree Planting/Tree Pit (RR-3) , , , , , , , , , , �'� and/or ' O Disconnection of Rooftop Runoff (RR-4) • • �•� and/or RR Techniques (Volume Reduction) O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Porous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Green Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �•� Standard SMPs with RRv Capacity O Infiltration Trench (I-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Infiltration Basin (2-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . 5 6 3 4 ODry Well (I-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Infiltration System (I-4) • • • • • • • • • • • • • • • • • • • • • • • • O Bioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Dry Swale (O-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'� Standard SMPs O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'� O Wet Pond (P-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Extended Detention (P-3) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Multiple Pond System (P-4) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Pocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Surface Sand Filter (F-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Underground Sand Filter (F-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Perimeter Sand Filter (F-3) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • �•� O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Extended Detention Wetland (W-2) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , O Pond/Wetland System (W-3) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , O Pocket Wetland (W-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Swale (O-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � Page 9 of 14 � I 07620�9�22 � Table 2 - Alternative SMPs (DO NOT INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY) Total Contributing Alternative SMP Impervious Area(acres) O Hydrodynamic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �•� OWet Vault . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Media Filter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Other . . . . . . . . . . . . . . . . . . �.� Provide the name and manufacturer of the Alternative SMPs (i.e. proprietary practice (s) ) being used for WQv treatment. Name Manufacturer Note: Redevelopment projects which do not use RR techniques, shall use questions 28, 29, 33 and 33a to provide SMPs used, total WQv required and total WQv provided for the project. 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. Total RRv provided �• 5 2 9 acre-feet 31. Is the Total RRv provided (#30) greater than or equal to the total WQv required (#28) . � Yes O No If Yes, go to question 36. If No, go to question 32. 32. Provide the Minimum RRv required based on HSG. [Minimum RRv Required = (P) (0. 95) (Ai) /12, Ai=(S) (Aic) ] Minimum RRv Required �'�acre-feet 32a. Is the Total RRv provided (#30) greater than or equal to the Minimum RRv Required (#32) ? O Yes O No If Yes, go to question 33. Note: Use the space provided in question #39 to summarize the specific site limitations and justification for not reducing 1000 of WQv required (#28) . A detailed evaluation of the specific site limitations and justification for not reducing 1000 of the WQv required (#28) must also be included in the SWPPP. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. � Page 10 of 14 � I 17660�9�27 � 33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in Table 2 that were used to treat the remaining total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) . Also, provide in Table 1 and 2 the total impervious area that contributes runoff to each practice selected. Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects. 33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs identified in question #33 and Standard SMPs with RRv Capacity identified in question 29. WQv Provided �'�acre-feet Note: For the standard SMPs with RRv capacity, the WQv provided by each practice = the WQv calculated using the contributing drainage area to the practice - RRv provided by the practice. (See Table 3.5 in Design Manual) 34. Provide the sum of the Total RRv provided (#30) and �'� the WQv provided (#33a) . 35. Is the sum of the RRv provided (#30) and the WQv provided (#33a) greater than or equal to the total WQv required (#28) ? O Yes O No If Yes, go to question 36. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. 36. Provide the total Channel Protection Storage Volume (CPv) required and provided or select waiver (36a) , if applicable. CPv Required CPv Provided �'�acre-feet �'�acre-feet 36a. The need to provide channel protection has been waived because: � Site discharges directly to tidal waters or a fifth order or larger stream. � Reduction of the total CPv is achieved on site through runoff reduction techniques or infiltration systems. 37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (37a) , if applicable. Total Overbank Flood Control Criteria (Qp) Pre-Development Post-development �, O O O CFS �, O O O CFS Total Extreme Flood Control Criteria (Qf) Pre-Development Post-development �, O O O CFS �, O O O CFS � Page 11 of 14 � I �3��0�9�22 � 37a. The need to meet the Qp and Qf criteria has been waived because: � Site discharges directly to tidal waters or a fifth order or larger stream. � Downstream analysis reveals that the Qp and Qf controls are not required 38. Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice (s) been � Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance M u n t e r L a n d H o 1 d i n g s , L L C 39. Use this space to summarize the specific site limitations and justification for not reducing 1000 of WQv required(#28) . (See question 32a) This space can also be used for other pertinent project information. � Page 12 of 14 � I 42�50�9�26 � 40. Identify other DEC permits, existing and new, that are required for this project/facility. O Air Pollution Control � Coastal Erosion � Hazardous Waste � Long Island Wells � Mined Land Reclamation � Solid Waste O Navigable Waters Protection / Article 15 � Water Quality Certificate � Dam Safety � Water Supply � Freshwater Wetlands/Article 24 O Tidal Wetlands � Wild, Scenic and Recreational Rivers � Stream Bed or Bank Protection / Article 15 � Endangered or Threatened Species (Incidental Take Permit) � Individual SPDES � SPDES Multi-Sector GP N Y R � Other � None 41. Does this project require a US Army Corps of Engineers Wetland Permit? .❑ O Yes � No If Yes, Indicate Size of Impact. 42. Is this project subject to the requirements of a regulated, traditional land use control MS4? � Yes O No (If No, skip question 43) 43. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along � Yes O No with this NOI? 44. If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. N Y R � Page 13 of 14 � I 35470�9�26 � Owner/Operator Certification I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify 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 information, 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 that I will receive as a result of submitting this NOI and can be as long as sixty (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. Print First Name MI J o h n , � Print Last Name M u n t e r Owner/Operator Signature Date m � m � � � Page 14 of 14 � Appendix C MS4 Acceptance Form Stormwater Pollution Prevention Plan (SWPPP) C 00 Skyward Drive April 2021 �Ew��t�c �ep�rtm�r�t of �TATF C F o��o�T��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: Munter Land HOldings, InC. 2. Contact Person: �OhCI MUCIt@r s. street aaaress: 881 M u rray Road 4. c�tyistateiz�p: Middle Grove, NY 12850 II. Project Site Information 5. Project/Site Name: SkyW81'd �/8r@hOUSe 6. Street Address: 00 SkyWard DrlVe �. c�tyistateiz�p: Saratoga Springs, NY 12866 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 D SPDES General Permit GP-0-20-001 Stormwater Pollution Prevention Plan (SWPPP) D 00 Skyward Drive April 2021 . NEWY❑RK ❑eparkmentot PREFACE srnxcor pF%»�wx�r, EnWiranmental Canservation Pursuant to Section 402 of the Clean Water Act("CWA"),stormwater discharges from certain conshuc[ion activi[ies are unlawful unless they are authorized by a National NEW YORK STATE Pollutan[Discharge Elimina[ion Sys[em("NPDES)permit or by a state permit program. OEFARTMENT OF ENVIRONlNEN7AL CONSERVATION NewYork administers the approved State Pollutant Discharge Elimination System (SPDES)program with permits issued in accordance with the New York State SPCJES GEWERAL PERMIT Environmental Conservation Law(ECL)Article 17,Titles 7,8 and Article 70. FDR STdRMWpTER DI$GHARG�S Frpm An owner oropera[or of a construc[ion activitythat is eligible for coverage under this permit must obtain coverage prior to the commencemen[of cons[ruc[ion ac[ivity. CQNSTRl1CT14M qGT41'ITY Activities that ft the definition of'bons[ruction ac[ivity',as defined under 40 CFR 12226(b)(14)(x),(15)(i),and(15)(ii),constitute construction of a point source and Permit No.GP-6-26-�01 therefore,pursuantto ECL section 17-0505 and 17-0701,the owneroropera[ormust have coverage under a SPDES permit prior to commencing construc[ion activity.The Issuad Pursuant to Article 17,7�t�es 7,8 and Article 76 owner or operator cannot wait until there is an actual discharge from the cons[ruc[ion site o(the Env�ronmenlal Cnnservation Law to obtain permit coverage. *Note:The italicized words/phrases within this permit are defined in Appendix A. EHective aate:Ja.nuary 2B,2{120 Expiretion Oate:danuar}r 28,2025 John J.Ferguson Chiel Permlt Administrator +_�' �{ ` � �-�L� �' s�c- '�--7 � --- - - 7'� 2-G �ulA harized Sig..nalure 6ale Aridress: NYS DEC oivfsivn of Enviranmenial Permits 625 Broadway,4th F3oar Alhany,N.Y. 12233-575€s NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION K. Requirement to Obtain Coverage Under an Alternative Permit...........................35 SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM L. Proper Operation and Maintenance....................................................................36 CONSTRUCTION ACTIVITIES M. Inspection and Entry...........................................................................................36 N. PermitActions.....................................................................................................37 Table of Contents o. oefinitions...........................................................................................................37 P. Re-OpenerClause..............................................................................................37 Part 1.PERMIT COVERAGE AND LIMITATIONS.............................................................1 Q� Penalties for Falsification of Forms and Reports.................................................37 A. PermitApplication.................. R. OtherPermits......................................................................................................38 ...............................................................................1 B. EffluentLimitationsApplicabletoDischargesfromConstructionActivities...........1 APPENDIXA—AcronymsandDefinitions.......................................................................39 C. Post-construction Stormwater Management Practice Requirements....................4 Acronyms......................................................................................................................39 D. Maintainin WaterQuali Definitions.....................................................................................................................40 9 tY.....................................................................................8 APPENDIX B—Required SWPPP Components by Project Type....................................48 E. Eligibility UnderThis General Permit.....................................................................9 F. Activities Which Are Ineligible for Coverage UnderThis General Permit..............9 Table 1..........................................................................................................................48 Table2..........................................................................................................................50 Part II.PERMIT COVERAGE...........................................................................................12 APPENDIX C—Watersheds Requiring Enhanced Phosphorus Removal........................52 A. How to Obtain Coverage.....................................................................................12 APPENDIX D—Watersheds with Lower Disturbance Threshold.....................................58 B. Notice of Intent(NOI)Submittal..........................................................................13 APPENDIX E—303(d)Segments Impaired by Construction Related Pollutant(s)...........59 C. PermitAuthorization............................................................................................13 APPENDIXF—ListofNYSDECRegionalOffices..........................................................65 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 Requiremerds..........................................................................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. Qualrfied 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 F�cpired 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 I nfo rmation................................................................................................33 H. Signatory Requirements......................................................................................33 I. Property Rights...................................................................................................35 J. Severability..........................................................................................................35 (Parc i) Part 1.PERMIT COVERAGE AND LIMITATIONS (��rc�B�� deviation or alternative design and provide iriformation which demonstrates that A. Permit Application the deviation or alternative design is equivalen[to the technical standard. This permit authorizes stormwater discharges to surtace waters of the S[a[e from a. Erosion and Sediment Controls.Design,install and maintain effective the following conshuc[ion ac[ivi[ies identified within 40 CFR Parts 122.26(b)(14)(x), erosion and sediment controls to minimize the discharge of pollu[an[s and 122.26(b)(15)(i)and 122.26(b)(15)(ii),provided all of the eligibility provisions of this prevent a violation of the wa[erquality s[andards.At a minimum,such permit are met: controls must be designed,installed and maintained to: 1. Cons[ruc[ion ac[ivi[ies involving soil disturbances of one(1)or more acres; (i) Minimize soil erosion through application of runoff control and soil including disturbances of less than one acre that are part of a largercommon stabilization control measure to minimize pollu[an[discharges; plan ofdevelopmen[orsale that will ultimately disturb one or more acres of land;excluding rou[ine main[enance ac[ivitythat is pertormed to maintain the (ii) Control stormwater discharges,including both peak flowrates and total original line and grade,hydraulic capacity or original purpose of a facility; stormwater volume,to minimize channel and sheambank erosion and scour in the immediate vicinity of the discharge points; 2. Cons[ruc[ion ac[ivi[ies involving soil disturbances of less than one(1)acre where the Department has determined that a SPDES permit is required for (iii) Minimize the amount of soil exposed during construction activity; stormwater discharges based on the potential for contribution to a violation of a wa[erquality s[andard or for significant contribution of pollutants to surface (iv) Minimize the disturbance of steep slopes; waters of the Sta[e. (v) Minimize sediment discharges from the site; 3. Construc[ion activi[ies located in the watershed(s)identified in Appendix D that involve soil disturbances between five thousand(5,000)square feet and one (vi) Provide and maintain natural buffers around surface waters,direct (1)acre of land. stormwaterto vegetated areas and maximize stormwater infiltration to reduce pollu[an[discharges,unless infeasible; B. Effluent Limitations Applicable to Discharges from Construction Activities (vii) Minimize soil compaction.Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it Discharges authorized by this permit must achieve, at a minimum, the effluent be compacted; limitations in Part I.B.1.(a)—(�of this permit.These limitations representthe degree of effluent reduction attainable by the application of best practicable technology currently (viii)Unless infeasible,preserve a sufficient amount of topsoil to complete available. soil restoration and establish a uniform,dense vegetative cover;and 1. Erosion and Sediment Control Requirements-The owner oropera[or must select,design,install,implement and maintain control measures to minimize (ix) Minimize dust.On areas of exposed soil,minimize dust through the the discharge of pollu[ants and prevent a violation of the waterqualdy appropriate application of water or other dust suppression techniques standards.The selection,design,installation,implementation,and to control the generation of pollutants that could be discharged from maintenance of these control measures must meet the non-numeric effluent the site. 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 b. Soil Stabilization.In areas where soil disturbance activity has temporarily Control,dated November 2016,using sound engineering judgment.Where or permanently ceased,the application of soil stabilization measures must control measures are not designed in conformance with the design criteria be initiated by the end of the next business day and completed within included in the technical standard,the owneror operator must include in the fourteen(14)days from the date the current soil disturbance activity ceased. S[ormwa[er Pollu[ion Preven[ion Plan("SWPPP")the reason(s)for the For construction sites that direc[ly discharge to one of the 303(d)segments 1 2 (Parc i e.�e) (Parc i e�e i�ii) listed in Appendix E or is located in one of the watersheds listed in (iii) Fuels,oils,or other pollutants used in vehicle and equipment operation Appendix C,the application of soil stabilization measures must be initiated and maintenance; 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 (iv) Soaps or solvents used in vehicle and equipment washing;and for definition of Temporarily Ceased. (v) Toxic or hazardous substances from a spill or other release. c. Dewatering.Discharges from dewa[ering activities,including discharges from dewa[ering of trenches and excavations,must be managed by f. Surtace Outlets.When discharging from basins and impoundments,the appropriate control measures. outlets shall be designed,constructed and maintained in such a manner that sediment does not leave the basin or impoundment and that erosion at d. Pollution Prevention Measures.Design,install,implement,and maintain or belowthe outlet does not occur. effective pollution prevention measures to minimize the discharge of C. Post-construction Stormwater Management Practice Requirements pollutan[s and prevent a violation of the wa[erquality standards.At a minimum,such measures must be designed,installed,implemented and 1. The owner oroperatorof a construction activitythat requires post-construction maintained to: stormwater management practices pursuarit to Part III.C.of this permit must select,design,install,and maintain the practices to meet the performance (i) Minimize the discharge of pollu[an[s from equipment and vehicle cri[eria in the New York State Stormwater Management Design Manual washing,wheel wash water,and other wash waters.This applies to ("Design Manual"):dated January 2015,using sound engineering judgment. washing operations that use clean water only.Soaps,detergents and Where post-construction stormwater management practices("SMPs")are not solvents cannot be used; designed in conformance with the performance cri[eria in the Design Manual, the owner oroperator must include in the SWPPP the reason(s)for the (ii) Minimize the exposure of building materials,building products, deviation or alternative design and provide iriformation which demonstrates that construction wastes,trash,landscape materials,fertilizers,pesticides, the deviation or alternative design is equivalent to the technical standard. herbicides,detergents,sanitary waste,hazardous and toxic waste,and other materials present on the site to precipitation and to stormwater. 2. The owner oroperatorof a conshuc[ion activitythat requires post-construction Minimization of exposure is not required in cases where the exposure stormwater management practices pursuarit to Part III.C.of this permit must to precipitation and to stormwater will not result in a discharge of design the practices to meet the applicable sizing cri[eria in Part I.C.2.a.,b.,c. pollu[an[s,or where exposure of a specific material or product poses or d.of this permit. little risk of stormwater contamination(such as final products and materials intended for outdoor use);and a. Sizing Criteria for New Development (iii) Prevent the discharge of pollu[an[s from spills and leaks and (i) Runoff Reduction Volume('RRv"): Reduce the total Water Quality implement chemical spill and leak prevention and response Volume("WQv")by application of RR techniques and standard SMPs procedures. with RRv capacity.The total WQv shall be calculated in accordance with the criteria in Section 42 of the Design Manual. e. Prohibited Discharges.The following discharges are prohibited: (ii) Minimum RRv and Treatment of Remaining Total WQv:Construction (i) Wastewater from washout of concrete; 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 (ii) Wastewater from washout and cleanout of stucco,paint,form release impervious areas to a RR technique or standard SMP with RRv oils,curing compounds and other construction materials; capacity unless infeasible.The specific site limitations that prevent the reduction of 100%of the WQv shall be documented in the SWPPP. 3 4 (Parc i.cza.�ii) (Parc i c z e i) For each impervious area that is not directed to a RR technique or calculated in accordance with the criteria in Section 10.3 of the Design standard SMP with RRv capacity,the SWPPP must include Manual. documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. (ii) Minimum RRv and Treatment of Remaining Total WQv:Cons[ruc[ion In no case shall the runoff reduction achieved from the newly ac[ivities that cannot meet the criteria in Part I.C2.b.(i)of this permit constructed impervious areas be less than the Minimum RRv as due to si[e limita[ions shall direct runoff from all newly constructed calculated using the criteria in Section 4.3 of the Design Manual. impervious areas to a RR technique or standard SMP with RRv The remaining portion of the total WQv that cannot be reduced shall be capacity unless infeasible.The specific site limi[a[ions that prevent the treated by application of standard SMPs. 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 (iii) Channel Protection Volume("Cpv"):Provide 24 hour extended standard SMP with RRv capacity,the SWPPP must include detention of the post-developed 1-year,24-hour storm event; documentation which demonstrates that all options were considered remaining after runoff reduction.The Cpv requirement does not apply and for each option explains why it is considered infeasible. when: In no case shall the runoff reduction achieved from the newly (1)Reduction of the entire Cpv is achieved by application of runoff constructed impervious areas be less than the Minimum RRv as reduction techniques or infiltration systems,or calculated using the criteria in Section 10.3 of the Design Manual. (2)The site discharges directly to tidal waters,or fifth order or larger The remaining portion of the total WQv that cannot be reduced shall be streams. treated by application of standard SMPs. (iv) Overbank Flood Control Cnteria("Qp"):Requires storage to attenuate (iii) Channel Protection Volume(Cpv):Provide 24 hour extended detention the post-development 10-year,24-hour peak discharge rate(Qp)to of the post-developed 1-year,24-hour storm event;remaining after predevelopment rates.The Qp requirement does not apply when: runoff reduction.The Cpv requirement does not apply when: (1)the site discharges directly to tidal waters or fifth order or larger (1)Reduction of the entire Cpv is achieved by application of runoff streams,or reduction techniques or infiltration systems,or (2)A downstream analysis reveals that overbank control is not (2)The site discharges directly to tidal waters,or fifth order or larger required. streams. (v) Extreme Flood Control Criteria("Qf'):Requires storage to attenuate (iv) Overbank Flood Control Criteria(Qp):Requires storage to attenuate the post-development 100-year,24-hour peak discharge rate(Qf)to the post-development 10-year,24-hour peak discharge rate(Qp)to predevelopment rates.The Qf requirement does not apply when: predevelopment rates.The Qp requirement does not apply when: (1)the site discharges directly to tidal waters or fifth order or larger (1)the site discharges directly to tidal waters or fifth order or larger streams,or streams,or (2)A downstream analysis reveals that overbank control is not (2)A downstream analysis reveals that overbank control is not required. required. b. Sizing Criteria for New Development in Enhanced Phosphorus (v) Extreme Flood Control Criteria(Qf):Requires storage to attenuate the Removal Watershed post-development 100-year,24-hour peak discharge rate(Qf)to predevelopment rates.The Qf requirement does not apply when: (i) Runoff Reduction Volume(RRv): Reduce the total Water Quality (1)the site discharges directly to tidal waters or fifth order or larger Volume(WQv)by application of RR techniques and standard SMPs streams,or with RRv capacity.The total WQv is the runoff volume from the 1-year, (2)A downstream analysis reveals that overbank control is not 24 hour design storm over the post-developed watershed and shall be required. 5 6 (Pam czq (Pam czd) c. Sizing Criteria for Redevelopment Activity d. Sizing Criteria for Combination of Redevelopment Activity and New Development (i) Water Quality Volume(WQv):The WQv treatment objective for Construction projects that include both New Development and Redevelopment redevelopmen[ac[ivity shall be addressed by one of the following Activity shall provide post-construction stormwater management controls that options.Redevelopmen[ac[ivi[ies located in an Enhanced Phosphorus Removal Watershed(see Part I II.B.3.and Appendix C of this permit) meet the sizing criteria calculated as an aggregate of the Sizing Criteria in Part shall calculate the WQv in accordance with Section 10.3 of the Design I.C.2.a.or b.of this permit for the New Development portion of the project and Manual.All other redevelopmen[ac[ivities shall calculate the WQv in Part I.C2.c of this permit for Redevelopment Activity portion of the project. accordance with Section 4.2 of the Design Manual. (1)Reduce the existing impervious cover by a minimum of 25%of the D. Maintaining Water Quality total disturbed, impervious area. The Soil Restoration criteria in Section 5.1.6 of the Design Manual must be applied to all newly The Department expects that compliance with the conditions of this permit will control created pervious areas,or discharges necessary to meet applicable waterquality s[andards.It shall be a violation (2)Capture and treat a minimum of 25%of the WQv from the disturbed, of the ECL for any discharge to either cause or contribute to a violation of waterquality impervious area by the application of standard SMPs;or reduce 25% s[andards as contained in Parts 700 through 705 of Title 6 of the Official Compilation of of the WQv from the disturbed,impervious area by the application of Codes,Rules and Regulations of the State of New York,such as: RR techniques or standard SMPs with RRv capacity.,or (3)Capture and treat a minimum of 75%of the WQv from the disturbed, 1. There shall be no increase in turbidity thatwill cause a substantial visible contrast impervious area as well as any additional runoff from tributary areas to natural conditions; by application of the alternative practices discussed in Sections 9.3 and 9.4 of the Design Manual.,or 2. There shall be no increase in suspended,colloidal or settleable solids that will (4)Application of a combination of 1,2 and 3 above that provide a cause deposition or impair the waters for their best usages;and weighted average of at least two of the above methods.Application of this method shall be in accordance with the criteria in Section 92.1(B)(IV)of the Design Manual. 3. There shall be no residue from oil and floating substances,nor visible oil film,nor globules of grease. If there is an existing post-construction stormwater management practice located on the site that captures and treats runoff from the If there is evidence indicating that the stormwater discharges authorized by this permit impervious area that is being disturbed, the WQv treatment option are causing,have the reasonable potential to cause,or are contributing to a violation of selected must,at a minimum,provide treatment equal to the treatment the wa[er quality standards;the owner or opera[or must take appropriate corrective that was being provided by the existing practice(s)if that treatment is action in accordance with Part IV.C.5. of this general permit and document in greater than the treatment required by options 1—4 above. accordance with Part IV.C.4. of this general permit. To address the wa[er quality s[andard violation the owner or opera[or may need to provide additional information, (ii) Channel Protection Volume(Cpv): Not required if there are no include and implement appropriate controls in the SWPPP to correct the problem,or changes to hydrology that increase the discharge rate from the project obtain an individual SPDES permit. site. If there is evidence indicating that despite compliance with the terms and conditions of this general permit it is demonstrated thatthe stormwater discharges authorized by this (iii) Overbank Flood Control Criteria(Qp):Not required if there are no permit are causing or contributing to a violation of water quality standards,or if the changes to hydrology that increase the discharge rate from the project Department determines that a modification of the permit is necessary to prevent a site. violation of waterquality standards,the authorized discharges will no longer be eligible for coverage under this permit. The Department may require the owner or operatorto (iv) Extreme Flood Control Criteria(Qf):Not required if there are no obtain an individual SPDES permit to continue discharging. changes to hydrology that increase the discharge rate from the project site 7 8 (Parc i E) (Parc i F a) E. Eligibility Under This General Permit opera[or 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. 1. This permit may authorize all discharges of stormwater from cons[ruc[ion All documentation necessary to demonstrate eligibility shall be maintained on activity to surtace wa[ers of[he S[a[e and groundwa[ers except for ineligible site in accordance with Part II.D.2 of this permit; discharges identified under subparagraph F.of this Part. 5. Discharges which either cause or contribute to a violation of wa[erquality 2. Except for non-stormwater discharges explicitly listed in the next paragraph, s[andards adopted pursuant to the ECL and its accompanying regulations; this permit only authorizes stormwater discharges;including stormwater runoff, snowmelt runoff,and surtace runoff and drainage,from conshuc[ion activities. 6. Construction activi[ies for residential,commercial and institutional projects: 3. Notwithstanding paragraphs E.1 and E2 above,the following non-stormwater a. Where the discharges from the cons[ruc[ion activities are tributary to waters discharges are authorized by this permit: those listed in 6 NYCRR 750- of the state classified as AA or AA-s;and 1.2(a)(29)(vi),with the following exception:"Discharges from firefighting activities are authorized only when the firefighting activities are b. Which are undertaken on land with no existing impervious cover,and emergencies/unplanned";waters to which other components have not been added that are used to control dust in accordance with the SWPPP;and c. Which disturb one(1)or more acres of land designated on the current uncontaminated discharges from construc[ion si[e de-watering operations.All United States Department of Agriculture("USDA")Soil Survey as Soil non-stormwater discharges must be identified in the SWPPP. Under all Slope Phase"D",(provided the map unit name is inclusive of slopes greater circumstances,the owner oropera[or must still comply with wa[erquality than 25%),or Soil Slope Phase"E"or"F"(regardless of the map unit s[andards in Part I.D of this permit. name),or a combination of the three designations. 4. The owner oroperatormust maintain permit eligibility to discharge under this 7. Construction ac[ivi[ies for linear transportation projects and linear utility permit. Any discharges that are not compliant with the eligibility conditions of projects: this permit are not authorized by the permit and the owner oropera[or must either apply for a separate permit to cover those ineligible discharges or take a. Where the discharges from the cons[ruction ac[ivities are tributary to waters steps necessary to make the discharge eligible for coverage. of the state classified as AA or AA-s;and F. Activities Which Are Ineligible for Coverage Under This General Permit b. Which are undertaken on land with no existing impervious cover,and All of the following are not authorized by this permit: 1. Discharges after construc[ion activities have been completed and the site has c.Which disturb two(2)or more acres of land designated on the current USDA undergone final stabiliza[ion; 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 2. Discharges that are mbced with sources of non-stormwater other than those unit name),or a combination of the three designations. 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 ac[ivi[ies or discharges from cons[ruc[ion ac[ivi[ies that may adversely affect an endangered or[hrea[ened species unless the owner or 9 10 (Parc i F.a) (Parc i F.a c) 8. Construction activi[ies that have the potential to affect an his[oric property, (i) No Affect unless there is documentation that such impacts have been resolved.The (ii) No Adverse Affect following documentation necessary to demonstrate eligibility with this (iii) Executed Memorandum of Agreement,or 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 d. Documentation that: this permit: (i) SHPA Section 14.09 has been completed by NYS DEC or another state a. Documentation that the conshuc[ion ac[ivity is not within an archeologically agency. sensitive area indicated on the sensitivity map,and that the conshuc[ion ac[ivity is not located on or immediately adjacent to a property listed or 9. Discharges from construc[ion activi[ies that are subject to an existing SPDES determined to be eligible for listing on the National or State Registers of individual or general permit where a SPDES permit for conshuc[ion ac[ivity has Historic Places,and that there is no new permanent building on the been terminated or denied;or where the owner oroperator has failed to renew conshuc[ion site within the following distances from a building,structure,or an expired individual permit. object that is more than 50 years old,or if there is such a new permanent building on the cons[ruc[ion si[e within those parameters that NYS Office of part II.PERMIT COVERAGE Parks,Recreation and Historic Preservation(OPRHP),a Historic Preservation Commission of a Certified Local Government,or a qualified A. How to Obtain Coverage preservation professional has determined thatthe building,structure,or object more than 50 years old is not historically/archeologically significant. 1. An owner oropera[orof a construc[ion activity that is not subject to the requirements of a regulated,traditional land use control MS4 must first prepare • 1-5 acres of disturbance-20 feet a SWPPP in accordance with all applicable requirements of this permit and • 5-20 acres of disturbance-50 feet then submit a completed Notice of Intent(NOI)to the Department to be • 20+acres of disturbance-100 feet,or authorized to discharge under this permit. b. DEC consultation form sent to OPRHP,and copied to the NYS DEC Agency 2. An owner oropera[orof a construc[ion ac[iviry that is subject to the Historic Preservation Officer(APO),and requirements of a regula[ed,[radi[ional land use con[rol MS4 must first prepare (i) the State Environmental Quality Review(SEQR)Environmental a SWPPP in accordance with all applicable requirements of this permit and Assessment Form(EAF)with a negative declaration or the Findings then have the SWPPP reviewed and accepted by the regula[ed,tradi[ional land Statement,with documentation of OPRHP's agreement with the use con[rol MS4 prior to submitting the NOI to the Department.The owner or resolution;or opera[or shall have the"MS4 SWPPP Acceptance"form signed in accordance (ii) documentation from OPRHP that the construction activiry will result in with Part VII.H.,and then submit that form along with a completed NOI to the No Impact;or Department. (iii) documentation from OPRHP providing a determination of No Adverse Impact;or 3. The requirementfor an owneroropera[orto have its SWPPP reviewed and (iv) a Letter of Resolution signed by the owner/operator,OPRHP and the accepted by the regulated,tradi[ionalland use control MS4 prior to submitting DEC APO which allows for this cons[ruc[ion ac[iviry to be eligible for the NOI to the Department does not apply to an owner oroperatorthat is coverage under the general permit in terms of the State Historic obtaining permit coverage in accordance with the requirements in Part II.F. Preservation Act(SH PA);or (Change of Owner or Operator)or where the owner or operator of the construc[ion activity is the regula[ed,hadi[ional land use con[rol MS4. This c. Documentation of satisfactory compliance with Section 106 of the National exemption does not apply to conshuc[ion ac[ivities subject to the New York City Historic Preservation Act for a coterminous project area: Administrative Code. 11 12 (Parc u e) (Parc u cz e) B. Notice of Intent(NOI)Submittal must submit a preliminary SWPPP to the appropriate DEC Permit Administrator at the Regional Office listed in Appendix F at the time all other 1. Prior to December 21,2020,an owner or operator shall use either the necessary UPA permit applications are submitted.The preliminary SWPPP electronic(eN01)or paper version of the NOI that the Department prepared. must include sufficient information to demonstrate that the cons[ruc[ion Both versions of the NOI are located on the Departmenfs website activity qualifies for authorization under this permit, (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 c. the final SWPPP has been prepared,and address: d. a complete NOI has been submitted to the Department in accordance with NOTICE OF INTENT the requirements of this permit. NYS DEC,Bureau of Water Permits 625 Broadway,4�^Floor 3. An owneroropera[orthat has satisfied the requirements of Part II.C.2 above Albany,New York 12233-3505 will be authorized to discharge stormwater from their cons[ruc[ion ac[ivity in 2. Beginning December 21,2020 and in accordance with EPA's 2015 NPDES accordance with the following schedule: Electronic Reporting Rule(40 CFR Part 127),the owneroroperator must submit a. For cons[ruction ac[ivities that are not subject to the requirements of a the NOI electronically using the Departmen['s online NOI. regula[ed,traditional land use control MS4: 3. The owner or opera[or shall have the SWPPP preparer sign the "SWPPP Preparer Certification"statement on the NOI prior to submitting the form to the (i) Five(5)business days from the date the Department receives a Department. complete electronic version of the NOI(eN01)for conshuc[ion ac[ivi[ies with a SWPPP that has been prepared in conformance with the design 4. As of the date the NOI is submitted to the Department,the owner or opera[or criteria in the technical standard referenced in Part III.B.1 and the shall make the NOI and SWPPP available for review and copying in accordance performance cri[eria in the technical standard referenced in Parts III.B., with the requirements in Part VII.F.of this permit. 2 or 3,for cons[ruc[ion ac[ivi[ies that require post-construction stormwater management practices pursuant to Part III.C.;or C. Permit Authorization (ii) Sixty(60)business days from the date the Department receives a 1. An owner oropera[orshall not commence construction ac[ivity until their complete NOI(electronic or paper version)for cons[ruc[ion ac[ivi[ies authorization to discharge under this permit goes into effect. 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 2. Authorization to discharge under this permit will be effective when the owner or construc[ion ac[ivities that require post-construction stormwater opera[or has satisfied all of the following criteria: management practices pursuant to Part II I.C.,the performance criteria in the technical standard referenced in Parts III.B.,2 or 3,or; a. project review pursuant to the State Environmental Quality Review Act ("SEQRA")have been satisfed,when SEQRA is applicable.See the (iii) Ten(10)business days from the date the Department receives a Departmenfs website(http:/Nw�nro.dec.nv.aov/)for more information, complete paper version of the NOI for cons[ruction ac[ivi[ies with a SWPPP that has been prepared in conformance with the design b. where required,all necessary Department permits subject to the Uniform criteria in the technical standard referenced in Part III.B.1 and the Procedures Ad("UPA")(see 6 NYCRR Part 621),or the equivalent from peKormance cri[eria in the technical standard referenced in Parts III.B., another New York State agency,have been obtained,unless otherwise 2 or 3,for conshuc[ion ac[ivi[ies that require post-construction notified by the Department pursuant to 6 NYCRR 621.3(a)(4).Owners or stormwater management practices pursuant to Part I I I.C. opera[ors of construction ac[ivi[ies that are required to obtain UPA permits 13 14 (Part II G3 b) (Part II D 3) b. For cons[ruction ac[ivi[ies that are subject to the requirements of a use control MS4,the regula[ed,tradi[ional land use control MS4(provided the regulated,traditional land use control MS4: regula[ed,tradi[ional land use control MS4 is not the owneroroperatorof the construc[ion activity).At a minimum,the owner oroperator must comply with (i) Five(5)business days from the date the Department receives both a the following requirements in order to be authorized to disturb greater than five complete electronic version of the NOI(eN01)and signed"MS4 (5)acres of soil at any one time: SWPPP Acceptance"form,or a. The owner oropera[orshall have a qualified inspec[orconduct at least two (ii) Ten(10)business days from the date the Department receives both a (2)site inspections in accordance with Part IV.C.of this permit every seven complete paper version of the NOI and signed"MS4 SWPPP (7)calendar days,for as long as greater than five(5)acres of soil remain Acceptance"form. disturbed.The two(2)inspections shall be separated by a minimum of two (2)full calendar days. 4. Coverage under this permit authorizes stormwater discharges from only those areas of disturbance that are identified in the NOI.If an owner oropera[or b. In areas where soil disturbance activity has temporarily or permanently wishes to have stormwater discharges from future or additional areas of ceased,the application of soil stabilization measures must be initiated by disturbance authorized,they must submit a new NOI that addresses that phase the end of the next business day and completed within seven(7)days from of the development,unless otherwise notified by the Department.The owner or the date the current soil disturbance activity ceased.The soil stabilization opera[or shall not commence conshuc[ion ac[ivity on the future or additional measures selected shall be in conformance with the technical standard, areas until their authorization to discharge under this permit goes into effect in New York State Standards and Specifications for Erosion and Sediment accordance with Part II.C.of this permit. Control,dated November 2016. D. General Requirements For Owners or Operators With Permit Coverage c. The owner oropera[orshall prepare a phasing plan that defines maximum 1. The owner oroperatorshall ensure that the provisions of the SWPPP are disturbed area per phase and shows required cuts and fills. implemented from the commencemen[ofcons[ruc[ion ac[ivity until all areas of d. The owner oropera[orshall install any additional site-specific practices disturbance have achieved final stabiliza[ion and the Notice of Termination needed to protect water quality. ("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 e. The owner oropera[orshall include the requirements above in their III.A.4.of this permit. SWPPP 2. The owner oroperatorshall maintain a copy of the General Permit(GP-0-20- 4. In accordance with statute,regulations,and the terms and conditions of this 001),NOI,NOI Acknowledgmen[Letter,SWPPP,MS4 SWPPP Acceptance permit,the Department may suspend or revoke an owner's or opera[o✓s form,inspection reports,responsible contractor's or subcontractor's certification coverage under this permit at any time if the Department determines that the statement(see Part III.A.6.),and all documentation necessary to demonstrate SWPPP does not meet the permit requirements or consistent with Part VII.K.. eligibility with this permit at the conshuc[ion site until all disturbed areas have achieved final stabilization and the NOT has been submitted to the Department. 5. Upon a finding of significant non-compliance with the practices described in the The documents must be maintained in a secure location,such as a job trailer, SWPPP or violation of this permit,the Department may order an immediate on-site construction office,or mailbox with lock.The secure location must be stop to all activity at the site until the non-compliance is remedied.The stop accessible during normal business hours to an individual performing a work order shall be in writing,describe the non-compliance in detail,and be com pliance inspection. sent to the owner or opera[or. 3. The owner oropera[orof a cons[ruc[ion ac[iviry shall not disturb greater than 6. For construc[ion ac[ivities that are subject to the requirements of a regula[ed, five(5)acres of soil at any one time without prior written authorization from the [raditional land use control MS4,the owner oropera[orshall notify the Department or,in areas under the jurisdiction of a regula[ed,traditionalland 15 16 (Part II D.6) (Part II F 3) regula[ed,[radi[ional land use con[rol MS4 in writing of any planned opera[orwas not subject to a siuty(60)business day authorization period that amendments or modifications to the post-construction stormwater management has not expired as of the date the Department receives the NOI from the new practice component of the SWPPP required by Part III.A.4.and 5.of this owner oroperator. permit.Unless otherwise notified by the regula[ed,[raditionalland use control MS4,the owneroroperatorshall have the SWPPP amendments or modifications reviewed and accepted by the regula[ed,[radi[ional land use Part III.STORMWATER POLLUTION PREVENTION PLAN(SWPPP) con[rol MS4 prior to commencing construction of the post-construction stormwater management practice. A. General SWPPP Requirements E. Permit Coverage for Discharges Authorized Under GP-0-15-002 1. A SWPPP shall be prepared and implemented by the owneroroperator of each construc[ion activity covered by this permit.The SWPPP must document 1. Upon renewal of SPDES General Permit for Stormwater Discharges from the selection,design,installation,implementation and maintenance of the Cons[ruction Activity(Permit No.GP-0-15-002),an owneroroperatorof a control measures and practices that will be used to meet the effluent limitations cons[ruction activity with coverage under GP-0-15-002,as of the effective date in Part I.B.of this permit and where applicable,the post-construction of GP-0-20-001,shall be authorized to discharge in accordance with GP-0-20- stormwater management practice requirements in Part I.C.of this permit.The 001,unless otherwise notified by the Department. 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 An owner oroperator may continue to implement the technical/design activiry.A copy of the completed,final NOI shall be included in the SWPPP. components of the post-construction stormwater management controls provided that such design was done in conformance with the technical 2. The SWPPP shall describe the erosion and sediment control practices and standards in place at the time of initial project authorization.However,they where required,post-construction stormwater management practices that will must comply with the other,non-design provisions of GP-0-20-001. be used and/or constructed to reduce the pollutants in stormwater discharges F. Change of Owner or Operator and to assure compliance with the terms and conditions of this permit.In addition,the SWPPP shall identify potential sources of pollution which may 1. When property ownership changes or when there is a change in operational reasonably be expected to affect the quality of stormwater discharges. control over the construction plans and specifications,the original owner or opera[or must notify the new owneroroperator,in writina,of the requirement to 3. All SWPPPs that require the post-construction stormwater management obtain permit coverage by submitting a NOI with the Department.For practice component shall be prepared by a qualified professional that is construc[ion activi[ies subject to the requirements of a regula[ed,tradi[ional knowledgeable in the principles and practices of stormwater management and land use con[rol MS4,the original owner oropera[or must also notify the MS4, treatment. in writing,of the change in ownership at least 30 calendar days prior to the change in ownership. 4. The owner oroperator must keep the SWPPP current so that it at all times accurately documents the erosion and sediment controls practices that are 2. Once the new owner oroperatorobtains permit coverage,the original owner or being used or will be used during construction,and all post-construction operator shall then submit a completed NOT with the name and permit stormwater management practices that will be constructed on the site. At a identification number of the new owneroropera[orto the Department at the minimum,the owner oropera[orshall amend the SWPPP,including address in Part II.B.1.of this permit.If the original owner oropera[or maintains construction drawings: ownership of a portion of the cons[ruc[ion ac[ivity and will disturb soil,they must maintain their coverage under the permit. a. whenever the current provisions prove to be ineffective in minimizing pollu[an[s in stormwater discharges from the site; 3. Permit coverage for the new owneror opera[orwill be effective as of the date the Department receives a complete NOI,provided the original owner or 17 18 (Parc ui n.a e) (Parc u i n s) b. whenever there is a change in design,construction,or operation at the the terms and conditions of the most current version of the New York State cons[ruction si[e that has or could have an effect on the discharge of Pollutant Discharge Elimination System("SPDES")general permit for pollu[an[s; stormwater discharges from cons[ruc[ion ac[ivities and that it is unlawful for any person to cause or contribute to a violation of waterqualiry standards. c. to address issues or deficiencies identified during an inspection by the Furthermore,I am aware that there are significant penalties for submitting qualified inspector,the Department or other regulatory authority;and false information,that I do not believe to be true,including the possibility of fine and imprisonmentfor knowing violations" d. to document the final construction conditions. In addition to providing the certification statement above,the certification page 5. The Department may notify the owner oroperatorat any time that the SWPPP must also identify the specific elements of the SWPPP that each contractor and does not meet one or more of the minimum requirements of this permit.The subcontractor will be responsible for and include the name and title of the notification shall be in writing and identify the provisions of the SWPPP that person providing the signature;the name and title of the trained con[rac[or require modification.Within fourteen(14)calendar days of such notification,or responsible for SWPPP implementation;the name,address and telephone as otherwise indicated by the Department,the owner oropera[or shall make number of the contracting firm;the address(or other identifying description)of the required changes to the SWPPP and submit written notification to the the site;and the date the certification statement is signed.The owner or Department that the changes have been made.If the owner oropera[ordoes opera[or shall attach the certification statement(s)to the copy of the SWPPP not respond to the Departmenfs comments in the specified time frame,the that is maintained at the cons[ruc[ion site.If new or additional contractors are Department may suspend the owner's or opera[or's coverage under this permit hired to implement measures identified in the SWPPP after construction has or require the owneroropera[orto obtain coverage under an individual SPDES commenced,they must also sign the certification statement and provide the permit in accordance with Part II.D.4.of this permit. information listed above. 6. Prior to the commencemen[of construction activity,the owner oropera[or must 7. For projects where the Department requests a copy of the SWPPP or identify the contractor(s)and subcontractor(s)that will be responsible for inspection reports,the owner oropera[or shall submit the documents in both installing,constructing,repairing,replacing,inspecting and maintaining the electronic(PDF only)and paper format within five(5)business days,unless erosion and sediment control practices included in the SWPPP;and the otherwise notified by the Department. contractor(s)and subcontractor(s)that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owneroroperatorshall have each of the contractors and subcontractors B. Required SWPPP Contents identify at least one person from their company that will be responsible for 1. Erosion and sediment control component-All SWPPPs prepared pursuant to implementation of the SWPPP.This person shall be known as the[rained this permit shall include erosion and sedimerit control practices designed in con[rac[or.The owner oropera[or shall ensure that at least one[rained conformance with the technical standard,New York State Standards and con[ractor is on site on a daily basis when soil disturbance activities are being Specifications for Erosion and Sediment Control,dated November 2016.Where pertormed. erosion and sediment control practices are not designed in conformance with The owner oroperatorshall have each of the contractors and subcontractors the design criteria included in the technical standard,the owner oropera[or identified above sign a copy of the following certification statement below must demonstrate equivalence to the technical standard.At a minimum,the before they commence any construc[ion ac[ivity: erosion and sediment control component of the SWPPP shall include the following: "I hereby certify under penalty of law that I understand and agree to comply a. Background information about the scope of the project,including the with the terms and conditions of the SWPPP and agree to implement any location,type and size of project corrective actions identified by the qualifed inspec[orduring a site inspection. I also understand that the owner or opera[or must comply with 19 20 (Parc ui e�e) (Parc u i e�i) b. A site map/construction drawing(s)for the project,including a general schedule shall be in accordance with the requirements in the technical location map.At a minimum,the site map shall show the total site area;all standard,New York State Standards and Specifications for Erosion and improvements;areas of disturbance;areas that will not be disturbed; Sediment Control,dated November 2016; existing vegetation;on-site and adjacent off-site surtace water(s); floodplain/floodway boundaries;wetlands and drainage patterns that could j. A description of the pollution prevention measures that will be used to be affected by the cons[ruc[ion ac[ivity;existing and final contours; control litter,construction chemicals and construction debris from becoming locations of different soil types with boundaries;material,waste,borrow or a pollu[an[source in the stormwater discharges; equipment storage areas located on adjacent properties;and location(s)of the stormwater discharge(s); k. A description and location of any stormwater discharges associated with industrial activity other than construction at the site,including,but not limited c. A description of the soil(s)present at the site,including an identification of to,stormwater discharges from asphalt plants and concrete plants located the Hydrologic Soil Group(HSG); on the cons[ruction si[e;and d. A construction phasing plan and sequence of operations describing the I. Identification of any elements of the design that are not in conformance with intended order of conshuc[ion activi[ies,including clearing and grubbing, the design criteria in the technical standard,New York State Standards and excavation and grading,utility and infrastructure installation and any other Specifications for Erosion and Sediment Control,dated November 2016. activity at the site that results in soil disturbance; Include the reason for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is e. A description of the minimum erosion and sediment control practices to be equivalen[to the technical standard. installed or implemented for each conshuc[ion ac[iviry that will result in soil disturbance.Include a schedule that identrfies the timing of initial placement 2. Post-construction stormwater management practice component—The owner or or implementation of each erosion and sediment control practice and the opera[or of any construction project identified in Table 2 of Appendix B as minimum time frames that each practice should remain in place or be needing post-construction stormwater management practices shall prepare a implemented; SWPPP that includes practices designed in conformance with the applicable sizing cri[eria in Part I.C2.a.,c.or d.of this permit and the performance criteria f. A temporary and permanent soil stabilization plan that meets the in the technical standard,New York State Stormwater Management Design requirements of this general permit and the technical standard,New York Manual dated January 2015 State Standards and Specifications for Erosion and Sediment Control,dated November 2016,for each stage of the project,including initial land clearing Where post-construction stormwater management practices are not designed and grubbing to project completion and achievement of final stabiliza[ion; in conformance with the performance cri[eria in the technical standard,the owner oropera[or must include in the SWPPP the reason(s)for the deviation or g. A site map/construction drawing(s)showing the specific location(s),size(s), alternative design and provide information which demonstrates that the and length(s)of each erosion and sediment control practice; deviation or alternative design is equivalen[to the technical standard. h. The dimensions,material specifications,installation details,and operation The post-construction stormwater management practice component of the and maintenance requirements for all erosion and sediment control SWPPP shall include the following: practices.Include the location and sizing of any temporary sediment basins and structural practices that will be used to divert flows from exposed soils; a. Identification of all post-construction stormwater managemerit practices to be constructed as part of the project.Include the dimensions,material i. A maintenance inspection schedule for the contractor(s)identified in Part specifications and installation details for each post-construction stormwater III.A.6.of this permit,to ensure continuous and effective operation of the management practice; erosion and sediment control practices.The maintenance inspection 21 22 (Part III B 2 b) (Part II I B 3) b. A site map/construction drawing(s)showing the specific location and size of 3. Enhanced Phosphorus Removal Standards-All construction projects identified each post-construction stormwater management practice; 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 c. A Stormwater Modeling and Analysis Report that includes: management practices designed in coriformance with the applicable sizing (i) Map(s)showing pre-development conditions,including criteria in Part I.C.2.b.,c.or d.of this permit and the performance criteria, watershed/subcatchments boundaries,flow paths/routing,and design Enhanced Phosphorus Removal Standards included in the Design Manual.At a points; minimum,the post-construction stormwater management practice component of the SWPPP shall include items 2.a-2.f.above. (ii) Map(s)showing post-development conditions,including C. Required SWPPP Components by Project Type watershed/subcatchments boundaries,flow paths/routing,design points and post-construction stormwater management practices; Unless otherwise notified by the Department, owners or opera[ors of conshuction ui Results of stormwater modelin i e.h drolo and h draulic anal sis ac[ivities identified in Table 1 of Appendix B are required to prepare a SWPPP that only � � g�� Y gY Y Y � includes erosion and sediment control practices designed in conformance with Part for the required storm events.I nclude supporting calculations(model II I.B.1 of this permit.Owners oropera[ors of the conshuc[ion ac[ivi[ies identified in Table runs),methodology,and a summary table that compares pre and post- 2 of Appendix B shall prepare a SWPPP that also includes post-construction stormwater development runoff rates and volumes for the different storm events; management practices designed in conformance with Part I II.B2 or 3 of this permit. (iv) Summary table,with supporting calculations,which demonstrates that each post-construction stormwater management practice has been Part IV.INSPECTION AND MAINTENANCE REQUIREMENTS designed in conformance with the sizing cri[eria included in the Design Manual; A. General Construction Site Inspection and Maintenance Requirements (v) Identification of any sizing cri[eria that is not required based on the 1. The owner oroperator must ensure that all erosion and sediment control requirements included in Part I.C.of this permit;and practices(including pollution prevention measures)and all post-construction (vi) Identification of any elements of the design that are not in conformance stormwater management practices identified in the SWPPP are inspected and with the performance cri[eria in the Design Manual. Include the maintained in accordance with Part IV.B.and C.of this permit. reason(s)for the deviation or alternative design and provide 2. The terms of this permit shall not be construed to prohibit the State of New information which demonstrates that the deviation or alternative design York from exercising any authority pursuant to the ECL,common law or federal is equivalen[to the Design Manual; law,or prohibit New York State from taking any measures,whether civil or d. Soil testing results and locations(test pits,borings); criminal,to prevent violations of the laws of the State of New York or protect the public health and safety and/or the environment. e. Infiltration test results,when required;and B. Contractor Maintenance Inspection Requirements f. An operations and maintenance plan that includes inspection and maintenance schedules and actions to ensure continuous and effective 1. The owner oroperatorof each cons[ruc[ion ac[ivity identified in Tables 1 and 2 operation of each post-construction stormwater management practice.The of Appendix B shall have a trained contrac[or inspect the erosion and sediment plan shall identify the entity that will be responsible for the long term control practices and pollution prevention measures being implemented within operation and maintenance of each practice. 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 23 24 (Parciv e�) (Parciv c�a) begin implementing corrective actions within one business day and shall in one of the watersheds listed in Appendix C and not directly discharging to complete the corrective actions in a reasonable time frame. one of the 303(d)segments listed in Appendix E; 2. For construction sites where soil disturbance activities have been temporarily b. the construction of a single family home that involves a soil disturbance of suspended(e.g.winter shutdown)and temporary s[abilization measures have one(1)or more acres of land but less than five(5)acres and is not located been applied to all disturbed areas,the[rained con[rac[or can stop conducting in one of the watersheds listed in Appendix C and not directly discharging to the mairitenance inspections.The hained con[rac[orshall begin conducting the one of the 303(d)segments listed in Appendix E; maintenance inspections in accordance with Part IV.B.1.of this permit as soon as soil disturbance activities resume. 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 3. For construction sites where soil disturbance activities have been shut down with partial project completion,the[rained con[rac[orcan stop conducting the d. cons[ruction activities located in the watersheds identified in Appendix D maintenance inspections if all areas disturbed as of the project shutdown date that involve soil disturbances between five thousand(5,000)square feet have achieved final stabilization and all post-construction stormwater and one(1)acre of land. management practices required for the completed portion of the project have been constructed in coriformance with the SWPPP and are operational. 2. Unless otherwise notified by the Department,the qualified inspectorshall C. Qualified Inspector Inspection Requirements conduct site inspections in accordance with the following timetable: The owner or operator shall have a qualified inspector conduct site inspections in a. For construction sites where soil disturbance activities are on-going,the conformance with the following requirements: qualified inspectorshall conduct a site inspection at least once every seven (7)calendar days. [Note:The trained con[ractor identified in Part III.A.6.and IV.B.of this permit cannot conductthe qualified inspec[orsite inspections unless they meet the qualified inspector b. For construction sites where soil disturbance activities are on-going and the qualifications included in Appendix A.In order to pertorm these inspections,the trained owner oropera[or has received authorization in accordance with Part II.D.3 con[ractorwould have to be a: to disturb greater than five(5)acres of soil at any one time,the qualified inspectorshall conduct at least two(2)site inspections every seven(7) • licensed Professional Engineer, calendar days.The two(2)inspections shall be separated by a minimum of • Certified Professional in Erosion and Sediment Control(CPESC), two(2)full calendar days. • New York State Erosion and Sediment Control Certificate Program holder • Registered Landscape Architect,or c. For construction sites where soil disturbance activities have been • someone working under the direct supervision of,and at the same company as, temporarily suspended(e.g.winter shutdown)and[emporary s[abiliza[ion the licensed Professional Engineer or Registered Landscape Architect,provided measures have been applied to all disturbed areas,the qualified inspec[or they have received four(4)hours of Department endorsed training in proper shall conduct a site inspection at least once every thirty(30)calendar days. erosion and sediment control principles from a Soil and Water Conservation The owneroroperatorshall notify the DOW Water(SPDES)Program District,or other Department endorsed entity]. contact at the Regional Office(see contact information in Appendix F)or,in areas under the jurisdiction of a regulated,traditionalland use control MSQ 1. A qualified inspec[orshall conduct site inspections for all conshuc[ion activities the regulated,[radi[ional land use con[rol MS4(provided the regulated, identified in Tables 1 and 2 of Appendix B,with the exception of: tradi[ional land use con[rol MS4 is not the owner oropera[orof the conshuc[ion ac[ivity)in writing prior to reducing the frequency of a. the construction of a single family residential subdivision with 25%or less inspections. 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 26 (Parc iv cz d) (Parc iv ca a) d. For construction sites where soil disturbance activities have been shut down a. Date and time of inspection; with partial project completion,the qualified inspector can stop conducting inspections if all areas disturbed as of the project shutdown date have b. Name and title of person(s)performing inspection; achieved final s[abiliza[ion and all post-construction stormwater management practices required for the completed portion of the project c. A description of the weather and soil conditions(e.g.dry,wet,saturated)at have been constructed in conformance with the SWPPP and are the time of the inspection; operational.The owneroroperator shall notify the DOW Water(SPDES) Program contact at the Regional Office(see contact information in Appendix d. A description of the condition of the runoff at all points of discharge from the F)or,in areas under the jurisdiction of a regula[ed,[raditional land use conshuc[ion site.This shall include identification of any discharges of control MS4,the regula[ed,tradi[ionalland use control MS4(provided the sediment from the construction si[e.Include discharges from conveyance regulated,tradi[ionalland use control MS4 is notthe owneroroperatorof systems(i.e.pipes,culverts,ditches,etc.)and overland flow; the conshuction ac[ivity)in writing prior to the shutdown.If soil disturbance activities are not resumed within 2 years from the date of shutdown,the e. A description of the condition of all natural surtace waterbodies located owner oropera[orshall have the qualified inspector perform a final within,or immediately adjacent to,the property boundaries of the inspection and certify that all disturbed areas have achieved final cons[ruc[ion si[e which receive runoff from disturbed areas.This shall s[abiliza[ion,and all temporary,structural erosion and sediment control include identification of any discharges of sediment to the surtace measures have been removed;and that all post-construction stormwater waterbody; management practices have been constructed in conformance with the SWPPP by signing the"Final S[abilization"and'Post-Construction f. Identification of all erosion and sediment coritrol practices and pollution Stormwater Management Practice"certification statements on the NOT.The prevention measures that need repair or maintenance; owner oroperatorshall then submit the completed NOT form to the address in Part II.B.1 of this permit. g. Identification of all erosion and sediment control practices and pollution prevention measures thatwere not installed properly or are notfunctioning e. For construction sites that directly discharge to one of the 303(d)segments as designed and need to be reinstalled or replaced; listed in Appendix E or is located in one of the watersheds listed in Appendix C,the qualified inspec[orshall conduct at leasttwo(2)site h. Description and sketch of areas with active soil disturbance activity,areas inspections every seven(7)calendar days.The two(2)inspections shall be that have been disturbed but are inactive at the time of the inspection,and separated by a minimum of two(2)full calendar days. areas that have been stabilized(temporary and/or final)since the last inspection; 3. At a minimum,the qualified inspector shall inspect all erosion and sediment control practices and pollution prevention measures to ensure iritegrity and i. Current phase of construction of all post-construction stormwater effectiveness,all post-construction stormwater management practices under management practices and identification of all construction that is not in construction to ensure that they are constructed in conformance with the conformance with the SWPPP and technical standards; SWPPP,all areas of disturbance that have not achieved final s[abiliza[ion,all points of discharge to natural surface waterbodies located within,or j. Corrective action(s)that must be taken to install,repair,replace or maintain immediately adjacent to,the property boundaries of the construction si[e,and erosion and sediment control practices and pollution prevention measures; all points of discharge from the cons[ruc[ion si[e. and to correct deficiencies identified with the construction of the post- construction stormwater management practice(s); 4. The qualified inspec[orshall prepare an inspection report subsequent to each and every inspection.At a minimum,the inspection report shall include and/or k. Identification and status of all corrective actions that were required by address the following: previous inspection;and 27 28 (Parc i v.ca i) (Parc v n.z e) I. Digital photographs,with date stamp,that clearly show the condition of all b. Planned shutdown with partial project completion-All soil disturbance practices that have been identified as needing corrective actions.The activities have ceased;and all areas disturbed as of the project shutdown qualified inspectorshall attach paper color copies of the digital photographs date have achieved final stabilization;and all temporary,structural erosion to the inspection report being maintained onsite within seven(7)calendar and sediment control measures have been removed;and all post- days of the date of the inspection.The qualified inspec[orshall also take construction stormwater management practices required for the completed digital photographs,with date stamp,that clearly show the condition of the portion of the project have been constructed in conformance with the practice(s)after the corrective action has been completed.The qualified SWPPP and are operational; inspectorshall attach paper color copies of the digital photographs to the inspection report that documents the completion of the corrective action c. A new owner oroperator has obtained coverage under this permit in work within seven(7)calendar days of that inspection. accordance with Part II.F.of this permit. 5. Within one business day of the completion of an inspection,the qualified d. The owneroropera[orobtains coverage under an alternative SPDES inspectorshall notify the owner oropera[orand appropriate contractor or general permit or an individual SPDES permit. 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 3. For conshuc[ion ac[ivities meeting subdivision 2a.or 2b.of this Part,the owner the corrective actions within one business day of this notification and shall or opera[or shall have the qualified inspec[or pertorm a final site inspection complete the corrective actions in a reasonable time frame. prior to submitting the NOT.The qualified inspec[orshall,by signing the"Final S[abiliza[ion"and'Post-Construction Stormwater Management Practice 6. All inspection reports shall be signed by the qualified inspec[or.Pursuant to certification statements on the NOT,certify that all the requirements in Part Part II.D2.of this permit,the inspection reports shall be maintained on site with V.A.2.a.or b.of this permit have been achieved. the SWPPP. 4. For cons[ruction ac[ivities that are subject to the requirements of a regula[ed, [radi[ional land use control MS4 and meet subdivision 2a.or 2b.of this Part,the Part V.TERMINATION OF PERMIT COVERAGE owneroroperatorshall have the regula[ed,[radi[ionalland use con[rol MS4 sign the"MS4 Acceptance"statement on the NOT in accordance with the A. Termination of Permit Coverage requirements in Part VII.H.of this permit.The regula[ed,traditional land use con[rol MS4 official,by signing this statement,has determined that it is 1. An owner oropera[orthat is eligible to terminate coverage under this permit acceptable for the owner oropera[orto submit the NOT in accordance with the must submit a completed NOT form to the address in Part II.B.1 of this permit. requirements of this Part.The regulated,[radi[ional land use con[rol MS4 can The NOT form shall be one which is associated with this permit,signed in make this determination by performing a final site inspection themselves or by accordance with Part VII.H of this permit. accepting the qualified inspec[o✓s final site inspection certification(s)required in Part V.A.3.of this permit. 2. An owner oropera[or may terminate coverage when one or more the following conditions have been met: 5. For construc[ion ac[ivities that require post-construction stormwater management practices and meet subdivision 2a.of this Part,the owner or a. Total project completion-All cons[ruc[ion ac[ivity identified in the SWPPP operator must,prior to submitting the NOT,ensure one of the following: has been completed;and all areas of disturbance have achieved final s[abiliza[ion;and all temporary,structural erosion and sediment control a. the post-construction stormwater management practice(s)and any right-of- measures have been removed;and all post-construction stormwater way(s)needed to maintain such practice(s)have been deeded to the management practices have been constructed in conformance with the municipality in which the practice(s)is located, SWPPP and are operational; 29 30 (Parc v n.s e) (Parc wi n) b. an executed maintenance agreement is in place with the municipality that Act(CWA)and the ECL and is grounds for an enforcement action againstthe owneror will maintain the post-construction stormwater management practice(s), opera[or and/or the contractor/subcontractor; permit revocation, suspension or modification;or denial of a permit renewal application.Upon a finding of significant non- c. for post-construction stormwater management practices that are privately compliance with this permit or the applicable SWPPP,the Department may order an owned,the owner oropera[or has a mechanism in place that requires immediate stop to all conshuc[ion ac[ivity at the site until the non-compliance is operation and maintenance of the practice(s)in accordance with the remedied.The stop work order shall be in writing,shall describe the non-compliance in operation and maintenance plan,such as a deed covenant in the owneror detail,and shall be sentto the owneroroperator. opera[or's deed of record, d. for post-construction stormwater management practices that are owned by If any human remains or archaeological remains are encountered during excavation, a public or private institution(e.g.school,university,hospital),government the owner or opera[or must immediately cease,or cause to cease,all construction agency or authority,or public utility;the owner oropera[or has policy and ac[iviry in the area of the remains and notify the appropriate Regional Water Engineer procedures in place that ensures operation and maintenance of the (RWE).Conshuc[ion activityshall not resume until written permission to do so has been practices in accordance with the operation and maintenance plan. received from the RWE. Part VI.REPORTING AND RETENTION RECORDS B. Continuation of the Expired General Permit A. Record Retention 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 owneroropera[orwith coverage The owner oropera[orshall retain a copy of the NOI,NOI under this permit may continue to operate and discharge in accordance with the terms Acknowledgment Letter,SWPPP,MS4 SWPPP Acceptance form and any inspection and conditions of this general permit, if it is eutended pursuant to the State reports that were prepared in conjunction with this permit for a period of at least five(5) Administrative Procedure Act and 6 NYCRR Part 621,until a new general permit is years from the date that the Department receives a complete NOT submitted in issued. accordance with Part V.of this general permit. C. Enforcement B.Addresses Failure of the owneroroperator,its contractors,subcontractors,agents and/or assigns to strictly adhere to any of the permit requirements contained herein shall constitute a With the exception of the NOI,NOT,and MS4 SWPPP Acceptance form(which must violation of this permit.There are substantial criminal,civil,and administrative penalties be submitted to the address referenced in Part II.B.1 of this permit), all written associated with violating the provisions of this permit. Fines of up to$37,500 per day correspondence requested by the Department,including individual permit applications, for each violation and imprisonmerit for up to fifteen(15)years may be assessed shall be sent to the address of the appropriate DOW Water(SPDES)Program contact depending upon the nature and degree of the offense. at the Regional Office listed in Appendix F. D. Need to Halt or Reduce Activity Not a Defense Part VII.STANDARD PERMIT CONDITIONS It shall not be a defense for an owneroroperator in an enforcement action that it would A. Duty to Comply have been necessary to halt or reduce the construc[ion ac[ivity in order to maintain compliance with the conditions of this permit. The owner or opera[or 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 32 (Parcvu E) (Parcwi H.�a) E. Duty to Mitigate (i) a president,secretary,treasurer,or vice-president of the corporation in charge of a principal business function,or any other person who The owner oroperator and its contractors and subcontractors shall take all reasonable performs similar policy or decision-making functions for the steps to minimize or prevent any discharge in violation of this permit which has a corporation;or reasonable likelihood of adversely affecting human health or the environment. (ii) the manager of one or more manufacturing,production or operating F. Duty to Provide Information facilities,provided the manager is authorized to make management decisions which govern the operation of the regulated facility including The owner or opera[or shall furnish to the Department,within a reasonable specified having the explicit or implicit duty of making major capital investment time period of a written request,all documentation necessary to demonstrate eligibility recommendations,and initiating and directing other comprehensive and any information to determine compliance with this permit or to determine whether measures to assure long term environmental compliance with cause exists for modifying or revoking this permit,or suspending or denying coverage environmental laws and regulations;the manager can ensure that the under this permit,in accordance with the terms and conditions of this permit.The NOI, necessary systems are established or actions taken to gather complete SWPPP and inspection reports required by this permit are public documents that the and accurate information for permit application requirements;and owneroropera[ormust make available for review and copying by any person within five where authority to sign documents has been assigned or delegated to (5)business days of the owner or operator receiving a written request by any such the manager in accordance with corporate procedures; person to review these documents. Copying of documents will be done at the requester's expense. b. For a partnership or sole proprietorship these forms shall be signed by a general partner or the proprietor,respectively;or G.Other Information c. For a municipality,State,Federal,or other public agency these forms shall When the owner or opera[or becomes aware that they failed to submit any relevant be signed by either a principal executive officer or ranking elected official. facts,or submitted incorrect information in the NOI or in any of the documents required For purposes of this section,a principal executive officer of a Federal by this permit,or have made substantive revisions to the SWPPP(e.g.the scope of the agency includes: project changes significantly,the type of post-construction stormwater management practice(s) changes, there is a reduction in the sizing of the post-construction (i) the chief executive officer of the agency,or 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 (ii) a senior executive officer having responsibility for the overall Department,they shall promptly submit such facts or information to the Department operations of a principal geographic unit of the agency(e.g.,Regional using the contact information in Part II.A.of this permit.Failure of the owneroroperator Administrators of EPA). 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. 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 H. Signatory Requirements authorized representative of that person.A person is a duly authorized representative only if: 1. All NOIs and NOTs shall be signed as follows: a. The authorization is made in writing by a person described in Part VII.H.1. a. For a corporation these forms shall be signed by a responsible corporate of this permit; officer.For the purpose of this section,a responsible corporate officer means: 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, 33 34 (Part VII H 2b) (Part VI I K 1) superintendent,position of equivalen[responsibility,or an individual or include a brief statement of the reasons for this decision,an application form, position having overall responsibility for environmental matters for the a statement setting a time frame for the owner or operator to file the company.(A duly authorized representative may thus be either a named application for an individual SPDES permit,and a deadline,not sooner than individual or any individual occupying a named position)and, 180 days from owner or operator receipt of the notification letter,whereby the authorization to discharge under this general permit shall be terminated. c. The written authorization shall include the name,title and signature of the Applications must be submitted to the appropriate Permit Administrator at the authorized representative and be attached to the SWPPP. Regional Office.The Department may grant additional time upon demonstration,to the satisfaction of the Department,that additional time to 3. All inspection reports shall be signed by the qualified inspec[orthat pertorms apply for an alternative authorization is necessary or where the Department the inspection. has not provided a permit determination in accordance with Part 621 of this Title. 4. The MS4 SWPPP Acceptance form shall be signed by the principal executive officer or ranking elected official from the regula[ed,[radi[ionalland use control 2.When an individual SPDES permit is issued to a discharger authorized to MS4,or by a duly authorized representative of that person. discharge under a general SPDES permit for the same discharge(s),the general permit authorization for outfalls authorized under the individual It shall constitute a permit violation if an incorrect and/or improper signatory SPDES permit is automatically terminated on the effective date of the authorizes any required forms,SWPPP and/or inspection reports. individual permit unless termination is earlier in accordance with 6 NYCRR Part 750. I. Property Rights L. Proper Operation and Maintenance 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 The owneroropera[orshall at all times properly operate and maintain all facilities and of personal rights,nor any infringement of Federal,State or local laws or regulations. systems of treatment and control(and related appurtenances)which are installed or Owners or operators must obtain any applicable conveyances,easements,licenses used by the owner oroperatorto achieve compliance with the conditions of this permit and/or access to real property prior to commencing construction ac[ivity. and with the requirements of the SWPPP. J. Severability M.Inspection and Entry The provisions of this permit are severable,and if any provision of this permit,or the The owner or opera[or shall allow an authorized representative of the Department, application of any provision of this permit to any circumstance, is held invalid,the EPA,applicable county health department,or,in the case of a construction site which application of such provision to other circumstances,and the remainder of this permit discharges through an MS4,an authorized representative of the MS4 receiving the shall not be affected thereby. discharge, upon the presentation of credentials and other documents as may be required by law,to: K. Requirement to Obtain Coverage Under an Alternative Permit 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 1. The Department may require any owner or operator authorized by this permit to conditions of this permit; apply for and/or obtain either an individual SPDES permit or another SPDES general permit.When the Department requires any discharger authorized by a 2.Have access to and copy at reasonable times,any records that must be kept general permit to apply for an individual SPDES permit,it shall notify the under the conditions of this permit;and discharger in writing that a permit application is required.This notice shall 35 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 owner or operator for a 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. 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 Of — Extreme Flood Qp — Overbank Flood RRv — Runoff Reduction Volume RWE — Regional Water Engineer SEAR — 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 R. Other Permits Nothing in this permit relieves the owner or operatorfrom a requirement to obtain any other permits required by law. 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 of) 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(tes)" also. Construction Activity(les) - 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 ot) 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 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, objector 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. 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 Of ) 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 . 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 tens "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. 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 Inspector qualifications. 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(les) — 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 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. 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 contractor shall receive four (4) hours of training every three (3) years. It can also mean an employee from the contracting (construction) company, identified in Part III.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. 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 ofthe sides ofthe 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 owner or operatorwill implement to comply with the terms and conditions of the permit. See Part III of the permit for a complete description ofthe 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 ofthe 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 waterquality standards, and an allocation of that amount to the pollutant's sources. A TM DL 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 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 ofthe watersheds listed in Appendix C or not directly discharging to one ofthe 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 ofthe watersheds listed in Appendix C and not directly discharging to one ofthe 303(d) segments listed in Appendix E • Construction of a bam 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: Al 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 N, 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 walkingthiking 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 ofthe sidewalk, bike path or walking path. • Slope stabilization projects • Slope flattening that changes the grade ofthe site, but does not significantly change the runoff characteristics Table 1 (Continued) CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP 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 atter 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 afterhydrology frompre 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 Polluton 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 Appendix B Table 2 (Continued) CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OFA SWPPP THAT INCLUDES POST -CONSTRUCTION STORMINATER 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 ofthe construction activities listed in Table 1 • Athletic fields (natural grass) that include the construction or reconstruction of impervious area (>5 of disturbed area) or afterthe 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, wnd-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 atter the hydrology from pre to post development conditions, and are not listed in Table 1 Table 2 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OFA SWPPP THAT INCLUDES POST -CONSTRUCTION STORMINATER MANAGEMENT PRACTICES The following construction activities that involve soil disturbances of one (1) or more acres of land: • Single family home located in one ofthe watersheds listed in Appendix C or directly discharging to one ofthe 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 ofthe 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, to—homes, condominiums, senior housing complexes, apartment complexes, and mobile home parks Airports • Amusement parks • Brewenes, 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 afterthe hydrology from pre to post development conditions • Commercial developments • Churches and other places ofworship • Construction of a bam or other agricultural building (e.g. silo) and structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollufion in New York State" that include the constmcton 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 stators, office buildings, POT 's, water treatment plants, and water storage tanks • Officecomplexes • 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 ofthe construction activities listed in Table 1 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 — Figure 5 Figure 1 -New York City Watershed East of the Hudson 53 Figure 3 -Greenwood Lake Watershed WARWICK W. GREENWOOD LAKE >Ph...ph...eiershed Appendix C alershed Appa,d,;:C Appendix C Figure 2 - Onondaga Lake Watershed 54 Figure 4 - Oscawana Lake Watershed I PHILIPSTOWNf 0 Phoq)hm9VM"ed 55 56 ALLEY I I KENT Appa,di;:C Appendix C Figure 5 - Kinderhook Lake Watershed rSANID WATERBODY LAKE EAST GREENBUSH Ann Lee (Shakers) Pond, Stump Pond Nutrients 1 Basic Creek Reservoir Nutrients Allegany Amity Lake, Saunders Pond NASSAU SCHODACK Long Island Sound, Bronx Nutrients Bronx !r Nutrients Broome Fly Pond, Deer Lake, Sky Lake Nutrients Broome Minor Tribs to Lower Susquehanna(north) EW LEBANON r KINDERHOOK Whitney Point Lake/Reservoir �- Cattamugus Allegheny River/Reservoir CHATHAM -- Cattamugus Beaver (Alma) Lake CPJJAAN i V 1 � Case Lake Nutrients -r. —. vllmw. er Cl fi .ery ror New York Slate u NnJMroot Lake wer�ned 57 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 TMDUOther 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 Cordandt Lake Nutrients Broome Fly Pond, Deer Lake, Sky Lake Nutrients Broome Minor Tribs to Lower Susquehanna(north) Nutrients Broome Whitney Point Lake/Reservoir Nutrients Cattamugus Allegheny River/Reservoir Nutrients Cattamugus 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 Chary 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 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 58 303(d) Segments Impaired by Construction Related Pollutant(s) I nntrhocc I Fall Kill a Htrihc Niariontc Dutchess Hillside Lake Nutrients Dutchess Wappingers Lake Nutrients Cutches, 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 minortribs Silt/Sediment Monroe Black Creek, Lower, and minor tribs Nutrients Monroe Buck Pond Nutrients Monroe Cranberry Pond Nutrients 59 60 303(d) Segments Impaired by Construction Related Pollutant(s) Monroe I Lake Ontario Shoreline. Western I Nutrients Monroe Long Pond Nutrients Monroe Mill Creek and tribs Nutrients Monroe Mill Creek/Blue Pond Outlet and tribs Nutrients Monroe Minor Tribs to lrondequoit 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 I 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 303(d) Segments Impaired by Construction Related Pollutant(s) Schenectady I Collins Lake I Nutrients Schenectady Duane Lake Nutrients Schenectady Mariaville Lake Nutrients Schoharie Engleville Pond Nutrients Schoharie Summit Lake Nutrients Seneca Reeder Creek and tribs Nutrients SLLawrence Black Lake Outlet/Black Lake Nutrients St.Lawrence Fish Creek and minortribs 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 I 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 minortribs Silt/Sediment Warren Hague Brook and tribs Silt/Sediment 303(d) Segments Impaired by Construction Related Pollutant(s) Onondaea I Onondaea Lake. northern end I Nutrients Onondaga Onondaga Lake, southern end Nutrients Ontario Great Brook and minortribs Silt/Sediment Ontario Great Brook and minortribs 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 Cannel 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 andtribs Silt/Sediment Saratoga Dwaas Kill and tribs Nutrients Saratoga Lake Lonely Nutrients Saratoga Round Lake Nutrients Saratoga Tribs to Lake Lonely Nutrients 303(d) Segments Impaired by Construction Related Pollutant(s) Warren I Huddle/Finkle Brooks and tribs I 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 minortribs 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 minortribs 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 Tmesdale Lake Nutrients Westchester Wallace PondNutrients Wyoming lava Lake Nutrients Wyoming Silver Lake Nutrients APPENDIX F — List of NYS DEC Regional Offices SO CIRCLE ROAD SOC' C OCICROAD NASSAU AND $DFFOLx STorvv BRoox, Nr 11]9p STorvv BROOK, Nr 11]90-3409 TE E.(631) 4444365 TEL. (631) 444.0405 1 Hun 1 tx5 RUN I PLA[A, 1 Hun 1.11 RUN I P11., 2 Bx0nx,1RU1, 111Y111, 47-002151 SI. 4]-00215151. DO_ AN RICRMOnU LOnt;ISLARUCH,,Nr 11101-5407 LOnt;ISLARUCxr,Nr 11101-07 TEL. (118) 4824997 TEL. (118) 4824933 DUTCH E 55, ORANGE, PUTxAM, 21 SOUTH Puri CORNERS ROAD 100 HILLSIDE A—E, SURE 1w 3 RO LAND, SU—N, U11 Itx Ntw PAUL, Nr 1 25 61-1696 Wxx t PLAINS, Nr 106. AND WESTCHESTER TEL(845) 2563059 TEL. (914)428-2505 ALBANY, Cowmew, DELAWARE, GREENE, 1150 No8ix WE5LCOTi ROAO 1130 NORTH WESTCOTi ROAD Q MO TOOMERv, OTSEGO, $CHENECLADv, NY 12306-2014 SCHENECTADY, NY 12306-2014 RENSSELAER, Scx ENECTADY TEL. (518)35]-2069 TEL. (518)357-2045 AND SCx OHARIE CLINTON, ESSEx, FRANKLIN, 1115STALERouTEW, POBox296 232G IT COURSE ROAD 5 FULTOn, ED7RTON, RAV BROOK, NY 12971-0296 WARRENSDURO, Nv 12 5 WASHINGTON W-11]2 TEL. $AAATOGPAREN AND TEL (518)8)]-1234 (518)623-1200 HERKI MER JEFFERSON, STATE OFFICE BUILDING STATE OFFICE BUILDING 6 LEWIS,ONEIDAAND 317WASHINGTONSTREET 207 GENESEE STREET ST. LAWRENCE WATERTOWN, NY 13601-3187 UTICA, NY 13501-2835 TEL. (315) TEL. (315)]85-2245 793-2554 BROOME, CAYUGA, CHENANGO, CORTLAND, 615 ERIE BLVD. WEST 615 ERIE BLVD. WEST MADISON, ONONDAGA, SYRACUSE, NY 13204-2400 SYRACUSE, NY 132.-2400 OSWEGO, TIOGAAND TEL. (315) 426-7438 TEL. (315) 426-]500 TOMPKINS CHEMUNG, GENESEE, LIVINGSTON, MONROE, 62]4 EAST AVONLIMA6274 EAST AVON -LIMA RD. 8 OWAR D, ORLEANS, ROADAVON, NY 144149519 AVON, NY 1 4 41 4 9 519 SCHUYLER SENECA' TEL. (585) 226-2A66 TEL. (585) 226-2466 STEUBEN, WAYNE AND YATES ALLEGANY, 270MICHIGANAVENUE 270 MICHIGAN AVENUE 9 CATTARAUGUS, BUFFALO, NY 14203-2999 BUFFALO, NY 14203-2999 CHAUTAUOUA, ERIE, TEL. (]16)851-]165 TEL. (716)851-]0]0 NIAGARA AND WYOMING 65 Appendix E NYS OPRHP Documentation Stormwater Pollution Prevention Plan (SWPPP) E 00 Skyward Drive April 2021 EF Parks, Recreation,, STA'�E GF C}PPORTUNITY and Hi to is Preservation ANDREW M. CUOMO ROSE HARVEY Governor Commissioner August 17, 2017 Mr. Thomas Nace Project Site Engineer Nace Engineering, PC 169 Haviland Road Queensbury, NY 12804 Re: DEC SKS Bottle and Packaging, Inc. New Facility Geyser Rd., Saratoga Springs, NY 17PRO3604 Dear Mr. Nace: Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the project 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 OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). Based upon this review, it is the New York State Office of Parks, Recreation and Historic Preservation's opinion that your project will have no impact on archaeological and/or historic resources listed in or eligible for the New York State and National Registers of Historic Places. If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above. Sincerely, Michael F. Lynch, P.E., AIA Director, Division for Historic Preservation Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 • (518) 237-8643 • www.nysparks.com BIRCHWOOD ARCHAEOLOGICAL SERVICES 131 Marion Avenue, PO Box 333, Gilbertsville, NY 13776 Phone: 607-783-2186 email: birchwoodarch(2yahoo.com Fax: 607-783-2899 August 11, 2017 New York State Division for Historic Preservation Peebles Island State Park P.O. Box 189 Waterford, NY 12188-0189 Atn: Dan Bagrow Re: 17PRO3604 SKS Bottling and Packaging, Inc. New Facility City of Saratoga Springs, Saratoga County Tax Map ID: 178.-1-43.11 Mr. Bagrow, This letter provides the preliminary results of a Phase IA/IB cultural resources survey conducted for a proposed subdivision project located on Geyser Road in the City of Saratoga Springs, Saratoga County, New York (Figures 1 and 2). The proposed project will impact approximately 22.0 acres of a 45.84 -acre parcel. Of these 22.0 acres, approximately 4.0 acres have been previously disturbed by mining operations. Fieldwork was conducted from July 10th through 14th of 2017 under my direct supervision. Fieldwork for the proposed project consisted of a surface inspection of the entire project area and the excavation of shovel test pits (STPs) at 15 -meter (49.2 ft) intervals to look for artifacts and evidence of cultural features. A total of 391 STPs were laid out as shown in Figure 2 to create a grid over the entire project area. Seventy-eight of these STPs (19.9%) were located in previously disturbed areas and were not excavated (Photos 1 and 2), bringing the total number of test pits excavated to 313.m Of these 313 STPs, 14 recovered modern refuse. This modern refuse was scattered throughout the 22.0 -acre testing APE and did not appear to constitute a historic archaeological site. No precontact artifacts were recovered from the subsurface testing and no archaeological sites were identified as part of the Phase I study. Based upon the negative results of the study, we find that no additional archaeological studies appear necessary and recommend that the project be allowed to proceed. A report reflecting these findings is currently under preparation at our office and will be submitted within one week. If you have any questions regarding the fieldwork or the results of the Phase IB subsurface testing, please call our office at (607) 783-2186. Thank you, David Moyer, RPA Principal Archaeologist Jo , rt Fe Gott s'r , f •_ - _ , - 9 r a F �•n � �1 , P 1i I c_ � �yY _ __J7'•... la ou y 32 j1r ,• �•r7�16g w¢ � I _ II �� . '4 er I ,! •� Y d�� f •�,,-. � F�: Y[�� PI gr u I Y }�.� i r, r r \ r• .,r' ��•--•� i 5 Peters Project Location �anridge `ee ; Elm 3 J27 n i �t � � I .� ^F_• .P". �� ,.p�� -�� ab' n .fig .� �}i li4 r;. Ii �'� 1 x � r _bpF_.�th3: fly` SP� • �j� i u d: A� No's _ zc u. i, •� i _ ' '[i ,� - ,ds�`ITrailk' er• Y' 1 - 1 FPar 0754= - N 1 Golf COuf* F �. YJ A 4 All I / �`s _ - � Y~ •� � Course � � ,1 e '� � •.�- lJ1 � �f � �1; '-�i�� ' ,SCP �/; �Q� ....� �q 0 2000 4000 ft 0 400 800 1200 m Figure 1. Map showing the location of the project area on the Saratoga Springs 7.5 minute USGS topographic map. A-1 I 14 A1' p0p000000 0000000 7*0 O o 00 0 0. 000 00 0 0 6 0 0 1�-- j C1..••••� ••• oo0pO0000000 E25.-;- [; r D1 ••• poo00 F26 l •••••• 0 6 0 0° 7 E3•••• •••• 000 F4 •••••• p • p0p00000c.000 H39 �1ob r G4:••••• ••p0 • p0000000O000 1 -, 3G3- H5 •••• 0° 0 000000000000, .00 0poH4'- 15 p •••• ppOO00000000000000000 .147 t-- 14 p•••• o° p O 0 0 0 0 0 0.0 0 0 �6��yr I.O.pO 0000000 p000000000000 0 -0000 • 0000000 000p07 { 0 0 p 0 0 0 0 O -A 0 O p 0 0 0 000000000.00 000000000001 - M25 00000000000 „15 00000000ppOj11 0 o O o.; °. M8 N1 - '� M---�! --� 01 Exts-mac caxppxeaHs snra PW4 x�o � Rte' 0 200 400 ft 40 120 m Figure 2. Map showing the location of subsurface testing within the project boundaries. Key Q Project Boundary 0 Area of Prior Disturbance O Excavated Shovel Test Pit • Unexcavated Shovel Test Pit Photo 1. Disturbed pile of earth in central portion of the project area, facing northwest. Photo 2. Disturbed piles of earth in central portion of the project area, facing southwest. i Appendix F USDA and NCRS Soil Survey Stormwater Pollution Prevention Plan (SWPPP) F 00 Skyward Drive April 2021 USDA United States Department of Agriculture N RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Saratoga County, New York March 12, 2021 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. Contents Preface................................................................................... . How Soil Surveys Are Made .................................................. SoilMap................................................................................... SoilMap................................................................................ Legend.................................................................................. MapUnit Legend.................................................................. Map Unit Descriptions........................................................... Saratoga County, New York .............................................. DeB—Deerfield loamy fine sand, 3 to 8 percent slopes FI—Fluvaqvents frequently flooded ............................... Ma—Madalin mucky silty clay loam ............................... SeB—Scio silt loam, 3 to 8 percent slopes .................... Ud—Udipsamments, dredged ....................................... W—Water..................................................................... . Wa—Wareham loamy sand ........................................... WnA—Windsor loamy sand, 0 to 3 percent slopes....... WnB—Windsor loamy sand, 3 to 8 percent slopes....... WnC—Windsor loamy sand, 8 to 15 percent slopes..... Soil Information for All Uses ................................................. Soil Properties and Qualities ................................................ Soil Qualities and Features ............................................... Hydrologic Soil Group .................................................... References.............................................................................. .2 ..5 .8 ..9 10 11 11 13 13 14 15 17 18 19 19 21 22 23 26 26 26 26 31 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. a 595900 43°4'17"N I v v 43° 3'20"N Custom Soil Resource Report Soil Map 596100 596300 596500 596700 596900 597100 43° 4'17" N v 595900 596100 596300 596500 596700 596900 v Map Scale: 1:8,550 if printed on A portrait (8.5" x 11") sheet. ` Meters N 0 100 200 400 600 Feet 0 400 800 1600 2400 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 9 io r v 43° 3'20" N 597100 KD MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Clay Spot 0 Soil Map Unit Polygons ..4 0 Soil Map Unit Lines o Soil Map Unit Points Special Point Features A. Blowout .& Borrow Pit g. Clay Spot Closed Depression Gravel Pit Gravelly Spot 0 Landfill A. Lava Flow .& Marsh or swamp agi Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop + Saline Spot Sandy Spot 4W Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Custom Soil Resource Report Spoil Area Stony Spot Very Stony Spot Wet Spot Other . - Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography 10 MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Saratoga County, New York Survey Area Data: Version 20, Jun 11, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 10, 2015—Mar 29, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report Map Unit Legend Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas 11 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DeB Deerfield loamy fine sand, 3 to 8 percent slopes 35.3 10.2% FI Fluvaqvents frequently flooded 37.0 10.7% Ma Madalin mucky silty clay loam 9.0 2.6% SeB Scio silt loam, 3 to 8 percent slopes 6.5 1.9% Ud Udipsamments, dredged 12.1 3.5% W Water 0.0 0.0% Wa Wareham loamy sand 5.4 1.6% WnA Windsor loamy sand, 0 to 3 percent slopes 10.8 3.1% WnB Windsor loamy sand, 3 to 8 percent slopes 174.6 50.6% WnC Windsor loamy sand, 8 to 15 percent slopes 54.5 15.8% Totals for Area of Interest 345.1 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas 11 Custom Soil Resource Report are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into Iandforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Saratoga County, New York DeB—Deerfield loamy fine sand, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2xfg9 Elevation: 0 to 1,190 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost -free period: 145 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Deerfield and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Deerfield Setting Landform: Outwash terraces, outwash deltas, kame terraces, outwash plains Landform position (three-dimensional): Tread Down-slope shape: Convex, linear, concave Across -slope shape: Concave, linear, convex Parent material: Sandy outwash derived from granite, gneiss, and/or quartzite Typical profile Ap - 0 to 9 inches: loamy fine sand Bw - 9 to 25 inches: loamy fine sand BC - 25 to 33 inches: fine sand Cg - 33 to 60 inches: sand Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very high (1.42 to 99.90 in/hr) Depth to water table: About 15 to 37 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline (0.0 to 1.9 mmhos/cm) Sodium adsorption ratio, maximum: 11.0 Available water capacity: Moderate (about 6.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: A Hydric soil rating: No Minor Components Windsor Percent of map unit. 7 percent 13 Custom Soil Resource Report Landform: Outwash deltas, kame terraces, outwash plains, outwash terraces Landform position (three-dimensional): Tread Down-slope shape: Linear, concave, convex Across -slope shape: Concave, linear, convex Hydric soil rating: No Wareham Percent of map unit: 5 percent Landform: Depressions, drainageways Down-slope shape: Concave Across -slope shape: Concave Hydric soil rating: Yes Sudbury Percent of map unit: 2 percent Landform: Outwash plains, outwash terraces, outwash deltas, kame terraces Landform position (three-dimensional): Tread Down-slope shape: Linear, convex, concave Across -slope shape: Concave, linear, convex Hydric soil rating: No Ninigret Percent of map unit: 1 percent Landform: Kame terraces, outwash terraces, outwash plains Landform position (three-dimensional): Tread Down-slope shape: Convex, linear Across -slope shape: Convex, concave Hydric soil rating: No FI—Fluvaqvents frequently flooded Map Unit Setting National map unit symbol: 9wb0 Elevation: 300 to 1,800 feet Mean annual precipitation: 36 to 48 inches Mean annual air temperature: 45 to 48 degrees F Frost -free period: 125 to 160 days Farmland classification: Not prime farmland Map Unit Composition Fluvaquents, frequently flooded, and similar soils: 60 percent Minor components: 40 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Fluvaquents, Frequently Flooded Setting Landform: Flood plains Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Dip Down-slope shape: Concave 14 Custom Soil Resource Report Across -slope shape: Concave Parent material: Alluvium with highly variable texture Typical profile H1 - 0 to 10 inches: gravelly loamy sand H2 - 10 to 72 inches: gravelly sandy loam Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately low to very high (0.06 to 19.98 in/hr) Depth to water table: About 0 inches Frequency of flooding: FrequentNone Frequency of ponding: Frequent Calcium carbonate, maximum content: 2 percent Available water capacity: Moderate (about 6.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: A/D Hydric soil rating: Yes Minor Components Unnamed soils Percent of map unit. 15 percent Limerick Percent of map unit. 10 percent Landform: Flood plains Hydric soil rating: Yes Palms Percent of map unit. 5 percent Landform: Marshes, swamps Hydric soil rating: Yes Raynham Percent of map unit. 5 percent Hydric soil rating: No Madalin Percent of map unit. 5 percent Landform: Depressions Hydric soil rating: Yes Ma—Madalin mucky silty clay loam Map Unit Setting National map unit symbol. 9wbk 15 Custom Soil Resource Report Elevation: 20 to 840 feet Mean annual precipitation: 36 to 48 inches Mean annual air temperature: 45 to 48 degrees F Frost -free period: 125 to 160 days Farmland classification: Not prime farmland Map Unit Composition Madalin and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Madalin Setting Landform: Depressions Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Tread Down-slope shape: Concave Across -slope shape: Concave Parent material: Clayey and silty glaciolacustrine deposits Typical profile H1 - 0 to 9 inches: mucky silty clay loam H2 - 9 to 36 inches: clay H3 - 36 to 72 inches: clay Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Very poorly drained Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately high (0.00 to 0.20 in/hr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum content: 10 percent Available water capacity: Moderate (about 8.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: C/D Ecological site: F144AY019NH -Wet Lake Plain Hydric soil rating: Yes Minor Components Unnamed soils Percent of map unit. 10 percent Hydric soil rating: Yes Rhinebeck Percent of map unit. 10 percent Hydric soil rating: No it. Custom Soil Resource Report SeB—Scio silt loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol. 9wcm Elevation: 100 to 1,000 feet Mean annual precipitation: 36 to 48 inches Mean annual air temperature: 45 to 48 degrees F Frost -free period: 125 to 160 days Farmland classification: All areas are prime farmland Map Unit Composition Scio and similar soils: 70 percent Minor components: 30 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Scio Setting Landform: Lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Tread Down-slope shape: Concave Across -slope shape: Convex Parent material: Glaciolacustrine deposits, eolian deposits, or old alluvium, comprised mainly of silt and very fine sand Typical profile H1 - 0 to 4 inches: silt loam H2 - 4 to 23 inches: silt loam H3 - 23 to 72 inches: silt loam Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 18 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 1 percent Available water capacity: Moderate (about 8.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: B/D Ecological site: F144AY026CT - Moist Silty Outwash Hydric soil rating: No 17 Custom Soil Resource Report Minor Components Unadilla Percent of map unit. 10 percent Hydric soil rating: No Raynham Percent of map unit. 10 percent Hydric soil rating: No Deerfield Percent of map unit. 5 percent Hydric soil rating: No Hudson Percent of map unit. 5 percent Hydric soil rating: No Ud—Udipsamments, dredged Map Unit Setting National map unit symbol: 9wcy Elevation: 20 to 340 feet Mean annual precipitation: 36 to 48 inches Mean annual air temperature: 45 to 48 degrees F Frost -free period. 125 to 160 days Farmland classification: Not prime farmland Map Unit Composition Udipsamments, dredged, and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Udipsamments, Dredged Typical profile H1 - 0 to 6 inches: loamy sand H2 - 6 to 72 inches: loamy sand Properties and qualities Slope: 0 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 99.90 in/hr) Depth to water table: More than 80 inches Frequency of flooding: OccasionalNone Frequency of ponding: None Available water capacity: Low (about 3.6 inches) 18 Custom Soil Resource Report Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A Hydric soil rating: Unranked Minor Components Limerick Percent of map unit: 4 percent Landform: Flood plains Hydric soil rating: Yes Tioga Percent of map unit: 3 percent Hydric soil rating: No Teel Percent of map unit: 3 percent Hydric soil rating: No W—Water Map Unit Setting National map unit symbol: 9wd3 Mean annual precipitation: 36 to 48 inches Mean annual air temperature: 45 to 48 degrees F Frost -free period: 125 to 160 days Farmland classification: Not prime farmland Map Unit Composition Water.- 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Wa—Wareham loamy sand Map Unit Setting National map unit symbol: 9wd4 Elevation: 100 to 1,000 feet Mean annual precipitation: 36 to 48 inches Mean annual air temperature: 45 to 48 degrees F Frost -free period: 125 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Wareham, poorly drained, and similar soils: 70 percent Minor components: 30 percent 19 Custom Soil Resource Report Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wareham, Poorly Drained Setting Landform: Depressions Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Tread Down-slope shape: Concave Across -slope shape: Concave Parent material: Sandy glaciofluvial or deltaic deposits Typical profile Oi - 0 to 2 inches: slightly decomposed plant material H2 - 2 to 8 inches: loamy sand H3 - 8 to 19 inches: loamy sand C - 19 to 72 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 5.95 in/hr) Depth to water table: About 0 to 18 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Low (about 5.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Ecological site: F144AY028MA - Wet Outwash Hydric soil rating: Yes Minor Components Wareham, somewhat poorly drained Percent of map unit: 10 percent Hydric soil rating: No Raynham Percent of map unit: 5 percent Hydric soil rating: No Scarboro Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Deerfield Percent of map unit: 5 percent Hydric soil rating: No Cheektowaga Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes 20 Custom Soil Resource Report WnA—Windsor loamy sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol. 2svkg Elevation: 0 to 990 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost -free period: 140 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Windsor, loamy sand, and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Windsor, Loamy Sand Setting Landform: Deltas, outwash terraces, outwash plains, dunes Landform position (three-dimensional): Riser, tread Down-slope shape: Linear, convex Across -slope shape: Linear, convex Parent material: Loose sandy glaciofluvial deposits derived from granite and/or loose sandy glaciofluvial deposits derived from schist and/or loose sandy glaciofluvial deposits derived from gneiss Typical profile O - 0 to 1 inches: moderately decomposed plant material A - 1 to 3 inches: loamy sand Bw - 3 to 25 inches: loamy sand C - 25 to 65 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very high (1.42 to 99.90 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline (0.0 to 1.9 mmhos/cm) Available water capacity: Low (about 3.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2s Hydrologic Soil Group: A Ecological site: F144AY022MA - Dry Outwash 21 Custom Soil Resource Report Hydric soil rating: No Minor Components Deerfield, loamy sand Percent of map unit: 10 percent Landform: Outwash plains, terraces, deltas Landform position (two-dimensional): Footslope Landform position (three-dimensional): Tread, talf Down-slope shape: Linear Across -slope shape: Linear Hydric soil rating: No Hinckley, loamy sand Percent of map unit: 5 percent Landform: Outwash plains, eskers, kames, deltas Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Nose slope, side slope, crest, head slope, rise Down-slope shape: Convex Across -slope shape: Linear, convex Hydric soil rating: No WnB—Windsor loamy sand, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2svkf Elevation: 0 to 1,210 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost -free period: 140 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Windsor, loamy sand, and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Windsor, Loamy Sand Setting Landform: Outwash terraces, deltas, outwash plains, dunes Landform position (three-dimensional): Tread, riser Down-slope shape: Linear, convex Across -slope shape: Linear, convex Parent material: Loose sandy glaciofluvial deposits derived from granite and/or loose sandy glaciofluvial deposits derived from schist and/or loose sandy glaciofluvial deposits derived from gneiss Typical profile O - 0 to 1 inches: moderately decomposed plant material 22 Custom Soil Resource Report A - 1 to 3 inches: loamy sand Bw - 3 to 25 inches: loamy sand C - 25 to 65 inches: sand Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very high (1.42 to 99.90 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline (0.0 to 1.9 mmhos/cm) Available water capacity: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2s Hydrologic Soil Group: A Ecological site: F144AY022MA - Dry Outwash Hydric soil rating: No Minor Components Hinckley, loamy sand Percent of map unit. 10 percent Landform: Outwash plains, eskers, kames, deltas Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Nose slope, side slope, crest, head slope, rise Down-slope shape: Convex Across -slope shape: Linear, convex Hydric soil rating: No Deerfield, loamy sand Percent of map unit. 5 percent Landform: Terraces, deltas, outwash plains Landform position (two-dimensional): Footslope Landform position (three-dimensional): Tread, talf Down-slope shape: Linear Across -slope shape: Linear Hydric soil rating: No WnC—Windsor loamy sand, 8 to 15 percent slopes Map Unit Setting National map unit symbol. 2svkq Elevation: 0 to 1,260 feet Mean annual precipitation: 36 to 71 inches 23 Custom Soil Resource Report Mean annual air temperature: 39 to 55 degrees F Frost -free period: 140 to 240 days Farmland classification: Not prime farmland Map Unit Composition Windsor and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Windsor Setting Landform: — error in exists on — Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Side slope, riser Down-slope shape: Convex Across -slope shape: Linear, convex Parent material: Loose sandy glaciofluvial deposits derived from granite and/or loose sandy glaciofluvial deposits derived from schist and/or loose sandy glaciofluvial deposits derived from gneiss Typical profile Oe - 0 to 1 inches: moderately decomposed plant material Ap - 1 to 11 inches: loamy sand Bw- 11 to 31 inches: loamy sand C - 31 to 65 inches: sand Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very high (1.42 to 99.90 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline (0.0 to 1.9 mmhos/cm) Available water capacity: Low (about 4.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: A Ecological site: F144AY022MA - Dry Outwash Hydric soil rating: No Minor Components Hinckley Percent of map unit. 10 percent Landform: Outwash plains, eskers, kames, deltas Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Crest, head slope, nose slope, side slope, rise Down-slope shape: Convex Across -slope shape: Linear, convex 24 Custom Soil Resource Report Hydric soil rating: No Deerfield Percent of map unit: 5 percent Landform: Deltas, outwash plains, terraces Landform position (two-dimensional): Footslope Landform position (three-dimensional): Tread, talf Down-slope shape: Linear Across -slope shape: Linear Hydric soil rating: No 25 Soil Information for All Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Hydrologic Soil Group 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. W Custom Soil Resource Report 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. 27 a 595900 43°4'17"N I v v 43° 3'20"N Custom Soil Resource Report Map—Hydrologic Soil Group 596100 596300 596500 596700 596900 597100 43° 4'17" N v 595900 596100 596300 596500 596700 596900 v Map Scale: 1:8,550 if printed on A portrait (8.5" x 11") sheet. ` Meters N 0 100 200 400 600 Feet 0 400 800 1600 2400 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 28 io r v 43° 3'20" N 597100 KD MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons 0 A 0 A/D 0 B 0 B/D 0 C 0 C/o 0 D 0 Not rated or not available Soil Rating Lines . . A . A/D N r B r 0 B/D . C C/o f D Not rated or not available Soil Rating Points 0 A A/D 0 B 0 B/D Custom Soil Resource Report 0 C 0 C/o 13 D ❑ Not rated or not available Water Features Streams and Canals Transportation +++ Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography 29 MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Saratoga County, New York Survey Area Data: Version 20, Jun 11, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 10, 2015—Mar 29, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report Table—Hydrologic Soil Group Rating Options—Hydrologic Soil Group Aggregation Method: Dominant Condition Component Percent Cutoff.- None Specified Tie-break Rule: Higher 30 Map unit symbol Map unit name Rating Acres in AOI Percent of AOI DeB Deerfield loamy fine sand, 3 to 8 percent slopes A 35.3 10.2% FI Fluvaqvents frequently flooded A/D 37.0 10.7% Ma Madalin mucky silty clay loam C/D 9.0 2.6% SeB Scio silt loam, 3 to 8 percent slopes B/D 6.5 1.9% Ud Udipsamments, dredged A 12.1 3.5% W Water 0.0 0.0% Wa Wareham loamy sand A/D 5.4 1.6% WnA Windsor loamy sand, 0 to 3 percent slopes A 10.8 3.1% WnB Windsor loamy sand, 3 to 8 percent slopes A 174.6 50.6% WnC Windsor loamy sand, 8 to 15 percent slopes A 54.5 15.8% Totals for Area of Interest 345.1 100.0% Rating Options—Hydrologic Soil Group Aggregation Method: Dominant Condition Component Percent Cutoff.- None Specified Tie-break Rule: Higher 30 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ n res/d eta i I/n ati o n a I/s o i Is/? cid = n res 142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepastu re/?cid=stelprdb1043084 31 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/ n res/d eta i I/so i Is/scie ntists/?cid=n res 142 p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid = n res 142 p2_05 3624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:H www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290. pdf 32 Appendix G Drainage Maps Stormwater Pollution Prevention Plan (SWPPP) G 00 Skyward Drive April 2021 Q 0 0 Lo Ln 0 N O N m \ 0 L7 D X w 0 m 0 O rl N Ln 121 - Ln Ln z Q J 121 - Ln Ln LU Ln LU LU Ln I 0 / 0 Q V m 0 0 N / WnB — Y P. I IIII V �°—� // Windsor loamy sand, N° percent 3 to 8 pt slopes I I / o II \ HSG: A _ IIII II J ��I / N \ \ CAD II I VIII \� a 11 ..I- II 000� Ud Udipsamments, dredged r ( HSG: A 1 L \ N. 1 III I VIII- N _/ // �// /�/�� I o° I I VIII i� / //, ��/ I ED \ 3 -� Wawa WnA Windsor loam sand, O ♦ o� // —= ///�_ �\ —_ / \ 0 to 3 percent slopes \ �- HSG: A �0az \�� / / m�rZ � �\�\ << / '000, - 0o, 01 �� hf Ips 60 \ ` _ _ —. — — — .. — E FM 01 Noma awaft // ° V ,SHEET FLOW 1H E� _ /_ — / ------ -------W —-- G _r -320 / rt 1 100 LF @ 7.6%` ` 9— —� _ --_ -- ---- — — SS AND MAINTENANCE E�aEM NT � G�� r320r_-�� `� \ ` �� 5 25 _ --- _ `X _ G' SHALLOW CON AC SS s� _ 934 LF @ 1.5% \ N - / SC -2 / BE RETAINED-UfOWNER �TCCESS ROAD _ \� `p / AREA: 105,340 S F . \` �� — —325 \\ D P - 2 I I o ,� / CN: 49 T�: 38.9 MIN. � 330 / % _� �� _� �� 40' w�—_!-� X25 330 4 _ ♦ = �= � o �� :� 330-��_ / — Pill/ / / / ✓ .,j � � �� `� / '900 co Z / / / / / / / / / / / i / / / j / // j / / / /310 / _ / / 32 ¢ / W _j -0D I % 406.00 / �/ / C� / 3 —W rt / r+ o Z (D / ° / m o m \ 335 / f / / / / / / / / / / / / % % / / // --� / � zC WnB o SHEET FLOW / cr 0i Windsor loamy sand, 100 LF @ 5.1% ,� o/ / / / ` / / / / / / / / / / /32 3 to 8 percent slopes / �' '/3 HSG: A /310i SC -1 AREA: 331,248 SF. / CN: 36 Tc: 19.2 MIN. X305 SHALLOW CON ® /325/ /� 312 LF @ 9.40 / 0000, /*6 '1111111 11(111111111111111111 JL 1457.31 / / /•i / �/ // / —30- 315' ° // � / / �/ / ♦ 4000. � / / / 01 /// / //// / / / /// // // O // / 0„E .., j / \ WnC Windsor loamy sand, 2 8 to 15 HSG: At slopes _ _�� fir//�/ �� / // 305 PERVIOUS SURFACE / / _� = IMPERVIOUS SURFACE -,j /L — 0 — _ allill GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 0.00 / Wa � Wareham loamy sand HSG: A/D 4000' Fl Fluvaqvents frequently flooded HSG: A/D Verity Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com /000"N Munter munter E NTERPRI S E S, I N!. EN�®�yc 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com LULna LU Ln Y K C) z w 2 z w LU z ^ U I..L o 0 U a J 0 LU oaC LU o z H H EL J Q a 0 0 H a a LL Q o H Qu � z w HH oC 0 /} ( ^ 3 v i Y IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT- 202 1VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: 1” = 50' DATE: 04/06/2021 Q on H V 0 z z o O H F -I --L [-- Ln L a H H � � V M =w Ln Lo J Q H z H rl N \ W oQ \o O Q LU EXISTING DRAINAGE CONDITIONS DR- EX 1 of 2 1 I N�� HSG: A 411 0 IN r �• N— o \ CAD 0 / ILII � IIII � 1✓ / �— \\ / � � �� / � �— o \_111�I A_ �a — II Udipsamments, dredged (, \ HSG: A17 ` 1 Icb I o CD 18 a. II I IIII _ — ✓� // / ��\�� , _ I \ /a*** woman — =77 , - w m \ \�\\\\ �\ ,�� _�� —�0 SKYWARD DRIVE - I I / / ✓/�� \ ` P \\ TAX ID: 178.-1-61 LANDS N/F OF MUNTER LAND HOLDINGS LLC J� =ZONING: INDUSTRIAL GENERAL (IND -G)_— D �f F(.0USE,_VACANT INDUSTRIALWOOL dulaw" _= moo) F \ — — — — .._-- — ---- C— — ----FM ---- I j / 0n�8�>�3'— _--- / — --- / ------ ----_---- — — — — -- _ j —r W/SHEET FLOW E- 100 LF @ 7.6% I I / / SHALLOW CON . ' �y�i 5 25' / / I , 1 / SS AND MAINTENANCE E TO — — 934 LF @ 1.5% SC -200 BE ACC _ f ' / AREA: 84,343 SF. CN: 53 s Ic: 17.4 MIN. SC -101.1 AREA: 15,667 SF.CN: 92 l T _ SC -101.2 _� / T" 6 MIN. / LO / / - 1 / AREA: 31,625 CN: 65l // i Tc. 6 MI ow O m c �L r — �'` 100' / mom= n •� SC 101.3 —/ J+: a. / / / / / C4.j -0 4p / AREA: 18,597 SF. / i, m;K _ SHEET FLO hO /T 6 MIN. 0- (1) m /- 100 LF @ 5.1%� .. . M0 / z o Wn B / / / / / / / / — // / Windsor loamy sand, / / / 1 / / // SC 101 / / 3 to 8 percent slopes , / �c� ' / / / %" // / o , / /I / / / / AREA: 249,942 SF. 1 a N 0 0 N O N Ln \ 0 L7 3 D d a m 0 0 N Ln d Q I Ln Z a J d I N O Ln W Ln W LU Ln I 0 / 0 a V m 0 N '°pyea _ drilewaY HSG: A CN: 84 / TC: 6 MIN. / / /_X ___ //IIS/1 // /--��//I c-101.4 / /// /// sso' / AREA: 45,343 S F . _ CN: 98 Tc: 6 MIN. //// 41 GE ROAT) TAX ID: 17 33.1 �� / / SC 101.6 / LANDS N F OF AREA: 28,687 SF. SC 101.5 VAN HALL H NGS LLC / / / / CN: 98 / AREA: 45,688 SF. ZONING: INDUSTRIA ENERAL (IND–G) ' USE: CONVER RESIDENTIAL / — / SC -101.7 / T MIN. / / T CN:98 MIN. AREA: 25,682 SF. �' CN: 96 Tc: 6 MIN. / SHALLOW CON. / 304 LF @ 1.5% / SC -100 / ARI/ AREA: 93,488 SF. CN: 39 N1, 1 / C. 18.2 MIN. co 10 GEYSER ROAD ID:= 406-100,/ / / / / \ „\ \ TAXLANDS NS.F1OF2.1 SARATOGA SPR Wn C / / �zo' / / / \ NDUSTRIAL ZONING: / USE: LITE INDUSTRI Windsor loamy sand, 20/ — 8 to 15 percent slopes / HSG: A PERVIOUS SURFACE IMPERVIOUS SURFACE GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. I V erl III P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com l II ' I I TAX ID: 178.-1-63 =)_RAC_1()/881 Murray Road LANDS N/F OF 518.584.6174 TWINBROOK REALTY LLC WnA — ZONING: INDUSTRIAL GENERAL (IND -G) USE: MANUFACTURING Windsor loamy sand, C) z w 0 to 3 percent slopes d- HSG: A 00 DD ^ U I..L O Q _ f — 1457.31' LU I N�� HSG: A 411 0 IN r �• N— o \ CAD 0 / ILII � IIII � 1✓ / �— \\ / � � �� / � �— o \_111�I A_ �a — II Udipsamments, dredged (, \ HSG: A17 ` 1 Icb I o CD 18 a. II I IIII _ — ✓� // / ��\�� , _ I \ /a*** woman — =77 , - w m \ \�\\\\ �\ ,�� _�� —�0 SKYWARD DRIVE - I I / / ✓/�� \ ` P \\ TAX ID: 178.-1-61 LANDS N/F OF MUNTER LAND HOLDINGS LLC J� =ZONING: INDUSTRIAL GENERAL (IND -G)_— D �f F(.0USE,_VACANT INDUSTRIALWOOL dulaw" _= moo) F \ — — — — .._-- — ---- C— — ----FM ---- I j / 0n�8�>�3'— _--- / — --- / ------ ----_---- — — — — -- _ j —r W/SHEET FLOW E- 100 LF @ 7.6% I I / / SHALLOW CON . ' �y�i 5 25' / / I , 1 / SS AND MAINTENANCE E TO — — 934 LF @ 1.5% SC -200 BE ACC _ f ' / AREA: 84,343 SF. CN: 53 s Ic: 17.4 MIN. SC -101.1 AREA: 15,667 SF.CN: 92 l T _ SC -101.2 _� / T" 6 MIN. / LO / / - 1 / AREA: 31,625 CN: 65l // i Tc. 6 MI ow O m c �L r — �'` 100' / mom= n •� SC 101.3 —/ J+: a. / / / / / C4.j -0 4p / AREA: 18,597 SF. / i, m;K _ SHEET FLO hO /T 6 MIN. 0- (1) m /- 100 LF @ 5.1%� .. . M0 / z o Wn B / / / / / / / / — // / Windsor loamy sand, / / / 1 / / // SC 101 / / 3 to 8 percent slopes , / �c� ' / / / %" // / o , / /I / / / / AREA: 249,942 SF. 1 a N 0 0 N O N Ln \ 0 L7 3 D d a m 0 0 N Ln d Q I Ln Z a J d I N O Ln W Ln W LU Ln I 0 / 0 a V m 0 N '°pyea _ drilewaY HSG: A CN: 84 / TC: 6 MIN. / / /_X ___ //IIS/1 // /--��//I c-101.4 / /// /// sso' / AREA: 45,343 S F . _ CN: 98 Tc: 6 MIN. //// 41 GE ROAT) TAX ID: 17 33.1 �� / / SC 101.6 / LANDS N F OF AREA: 28,687 SF. SC 101.5 VAN HALL H NGS LLC / / / / CN: 98 / AREA: 45,688 SF. ZONING: INDUSTRIA ENERAL (IND–G) ' USE: CONVER RESIDENTIAL / — / SC -101.7 / T MIN. / / T CN:98 MIN. AREA: 25,682 SF. �' CN: 96 Tc: 6 MIN. / SHALLOW CON. / 304 LF @ 1.5% / SC -100 / ARI/ AREA: 93,488 SF. CN: 39 N1, 1 / C. 18.2 MIN. co 10 GEYSER ROAD ID:= 406-100,/ / / / / \ „\ \ TAXLANDS NS.F1OF2.1 SARATOGA SPR Wn C / / �zo' / / / \ NDUSTRIAL ZONING: / USE: LITE INDUSTRI Windsor loamy sand, 20/ — 8 to 15 percent slopes / HSG: A PERVIOUS SURFACE IMPERVIOUS SURFACE GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 00000000 gonna — anowgamma i ftftwft Wa ` Wareham loamy sand HSG: A/D woman wagon woman 4000, Fl Fluvaqvents frequently flooded HSG: A/D I V erl Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com 10 SKYWARD DRIVE Muummr munter TAX ID: 178.-1-63 =)_RAC_1()/881 Murray Road LANDS N/F OF 518.584.6174 TWINBROOK REALTY LLC LULna — ZONING: INDUSTRIAL GENERAL (IND -G) USE: MANUFACTURING / C) z w Z — d- W 00 DD ^ U I..L O Q _ f — 1457.31' 00000000 gonna — anowgamma i ftftwft Wa ` Wareham loamy sand HSG: A/D woman wagon woman 4000, Fl Fluvaqvents frequently flooded HSG: A/D I V erl Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com /000"N Muummr munter E N T E R P R I S E S, I N C. =)_RAC_1()/881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com LULna LU Ln Y K C) z w Z z w W z ^ U I..L O Q 0 U ¢ J 0 LU W o z H H CL J � Q ¢ 0 0 H a LL Q o H Qu � z w HH D ( ^ Cr 3 v i Y IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT 0 202 1VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: 1" = 50' DATE: 04/06/2021 > nQ m H V 0 z z o C:) H H � L d � M V to =) Ln W J H z H rl N \ W 0 Q O QLU OC PROPOSED DRAINAGE CONDITIONS DR— PR 2 of 2 Appendix H NYSDEC Green Infrastructure Worksheets Stormwater Pollution Prevention Plan (SWPPP) H 00 Skyward Drive April 2021 Version 1.8 Last Updated: 11/09/2015 Total Water Quality Volume Calculation WQv(acre-feet) = [(P)(Rv)(A)] /12 Is this project subject to Chapter 10 of the NYS Design Manual (i.e. WQv is equal to post -development 1 year runoffvolume)?...................................................................................... No Design Point: SITE Manually enter P, Total Area and Impervious Cover. linch P=J 1.15 0.000 0.000 Breakdown of Subcatchments Catchment Number Total Area (Acres) Impervious Area Percent WQv Impervious Rv 3 Description (Acres) %0(ft ) 1 5.748 4.333 75% 0.728 17,480 Infiltration Basin 2 3 Tree Planting 4 0.000 5 6 may be subtracted per tree 7 Recalculate WQv after application of Area Reduction Techniques 8 Percent Runoff 9 Total Area Impervious Area WQv 10 Impervious Coefficient 3 Subtotal (1-30) 5.748 4.333 75% 0.73 17,480 Subtotal 1 Total 5.748 4.333 1 75% 1 0.73 17,480 1 Initial WQv 0.401 Identify Runoff Reduction Techniques By Area Total Contributing Technique Contributing Impervious Area Notes Area Conservation of Natural Areas 0.000 0.000 minimum 10,000 sf Riparian Buffers 0.000 0.000 maximum contributing length 75 feet to 150 feet Filter Strips 0.000 0.000 Up to 100 sf directly connected impervious area Tree Planting 0.000 0.000 may be subtracted per tree Total 0.000 0.000 Recalculate WQv after application of Area Reduction Techniques Percent Runoff Total Area Impervious Area WQv Impervious Coefficient 3 (Acres) (Acres) (ft ) %0 Rv "<<Initial WQv" 5.748 4.333 75% 0.728 17,480 Subtract Area 0.000 0.000 WQv adjusted after Area Reductions 5.748 4.333 75% 0.728 17,480 Disconnection of Rooftops 0.000 Adjusted WQv after Area Reduction 5.748 4.333 75% 0.728 17,480 0.401 and Rooftop Disconnect WQv reduced by Area Reduction 0 0.000 techniques Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) _ [(P)(Rv)(A)] /12 Runoff Reduction Volume and Treated volumes Tota I Runoff Reduction Tech iques/Standard Total Contributing wQv WQv Contributing Reduced SMps Impervious Treated Area (RRv) Area (acres) (acres) cf I cf Conservation of Natural Areas RR -1 0.000 0.000 Sheetflow to Riparian Buffers/Filter C:RR-2 0.000 0.000 ° U Strips Tree Planting/Tree Pit RR -3 0.000 0.000 Disconnection of Rooftop Runoff RR -4 0.000 E E Vegetated Swale RR -5 0.000 0.000 0 Rain Garden RR -6 0.000 0.000 0 o Stormwater Planter RR -7 0.000 0.000 0 Rain Barrel/Cistern RR -8 0.000 0.000 0 Q Porous Pavement RR -9 0.000 0.000 0 Green Roof (Intensive & Extensive) RR -10 0.000 0.000 0 Infiltration Trench 1-1 0.000 0.000 0 0 a Infiltration Basin 1-2 5.748 4.333 16,209 1271 U M Dry Well 1-3 0.000 0.000 0 0 U Underground Infiltration System 1-4 C C: N 3 Bioretention & Infiltration Bioretention F-5 0.000 0.000 0 0 Dry swale 0-1 0.000 0.000 0 0 Micropool Extended Detention (P-1) P-1 Wet Pond (P-2) P-2 Wet Extended Detention (P-3) P-3 Multiple Pond system (P-4) P-4 Pocket Pond (p-5) P-5 Surface Sand filter (F-1) F-1 L Underground Sand filter (F-2) F-2 Perimeter Sand Filter (F-3) F-3 Organic Filter (F-4 F-4 N Shallow Wetland (W-1) W-1 Extended Detention Wetland (W-2 W-2 Pond/Wetland System (W-3) W-3 Pocket Wetland (W-4) W-4 Wet Swale (0-2) 0-2 Totals by Area Reduction 4 0.000 0.000 0 Totals by Volume Reduction 4 0.000 0.000 0 Totals by Standard SMP w/RRV 5.748 4.333 16,209 1271 Totals by Standard SMP 0.000 0.000 0 Totals ( Area + Volume + all SMPs) 5.748 4.333 16,209 1,271 Impervious Cover V okay Total Area V okay Version 1.8 Last Updated: 11/09/2015 Enter the Soils Data for the site Soil Group Acres A 5.748 B C D Total Area 5.748 Calculate the Minimum RRv S = 0.55 Impervious = 4.333 Precipitation 1.15 Rv 0.95 Minimum RRv 9,452 0.217 Total Water Quality Volume Calculation WQv(acre-feet) = [(P)(Rv)(A)] /12 S 55% 40% 30% 20% acre In ac. -ft. Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) = [(P)(Rv)(A)] /12 # NOI Question Reported Value CPV cf of 28 Total Water Quality Volume (WQv) Required 17,480 0.401 30 Total RRV Provided 16,209 0.372 31 Is RRv Provided >_WQv Required? No 32 Minimum RRv 9,452 1 0.217 32a Is RRv Provided >_ Minimum RRv Required? Yes 33a Total WQv Treated 1,271 0.029 34 Sum of Volume Reduced & Treated 17,480 0.401 34 Sum of Volume Reduced and Treated 17,480 0.401 35 Is Sum RRv Provided and WQv Provided >_WQv Required? Yes Apply Peak Flow Attenuation 36 Channel Protection CPV 37 Overbank QP 37 Extreme Flood Control Qf Are Quantity Control requirements met? 92.73 Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) _ [(P)(Rv)(A)] /12 Practice Description Application Preservation of Delineate and place into permanent conservation undisturbed forests, Undisturbed native vegetated areas, riparian corridors, wetlands, and natural Considered & Areas terrain. Not Applied Preservation of Define, delineate and preserve naturally vegetated buffers along Considered & Buffers perennial streams, rivers, shorelines and wetlands. Not Applied Reduction of Limit clearing and grading to the minimum amount needed for roads, Clearing and driveways, foundations, utilities and stormwater management Considered & Grading facilities. Applied Avoid sensitive resource areas such as floodplains, steep slopes, Locating erodible soils, wetlands, mature forests and critical habitats by Considered & Development in locating development to fit the terrain in areas that will create the Not Applied Less Sensitive least impact. Areas Use clustering, conservation design or open space design to reduce Open Space impervious cover, preserve more open space and protect water N/A Design resources. Restore the original properties and porosity of the soil by deep till and amendment with compost to reduce the generation of runoff and enhance the runoff reduction performance of post construction Soil Restoration practices. Considered & Applied Roadway Minimize roadway widths and lengths to reduce site impervious area Reduction N/A Sidewalk Minimize sidewalk lengths and widths to reduce site impervious area Considered & Reduction Applied Driveway Minimize driveway lengths and widths to reduce site impervious area Considered & Reduction Applied Cul-de-sac Minimize the number of cul-de-sacs and incorporate landscaped areas Reduction to reduce their impervious cover. N/A Building Reduce the impervious footprint of residences and commercial Footprint buildings by using alternate or taller buildings while maintaining the Considered & Reduction same floor to area ratio. Not Applied Reduce imperviousness on parking lots by eliminating unneeded Parking spaces, providing compact car spaces and efficient parking lanes, Considered & minimizing stall dimensions, using porous pavement surfaces in Reduction overflow parking areas, and using multi -storied parking decks where Applied appropriate. Infiltration Basin Worksheet Design Point:1 SITE Enter Site Data For Drainage Area to be Treated by Practice Catchment Total Area Impervious Percent WQv Precipitation Area Impervious Rv 3 Description Number (Acres) (ft ) (in) (Acres) % Infiltration 1 5.748 4.333 0.75 0.728 17,480 1.15 Basin Enter Impervious Area Reduced by «WQv after adjusting for Disconnection of Rooftops 0.000 o 75 o 0.728 17,480 Disconnected Rooftops Enter the portion of the WQv that is not reduced for all practices routed 3 to this practice. 0 ft Pretreatment Techniques to Prevent Clogging Infiltration Rate 5.00 in/hour 25% minimum; Pretreatment Sizing 100 % WQv 50% if >2 in hr Pretreatment Required Volume 17,480 ft 3 Pretreatment Provided 17,919 ft 3 Pretreatment Techniques utilized Plunge Pool Size An Infiltration Basin Design Volume 17,480 ft 3 WQv Basal Area Infiltration practices shall be designed to exfiltrate the entire Required 8,740 f t2 WQv through the floor of each practice. Basal Area 2 9,005 ft Provided Design Depth 2.00 ft Volume 3 Storage Volume provided in infiltration basin area (not Provided 18,010 ft including pretreatment. Determine Runoff Reduction 90% of the storage provided in the basin or WQv whichever RRv 16,209 ft3 is smaller Volume Treated 1,271 ft 3 This is the portion of the WQv that is not reduced/infiltrated The infiltration basin must provide storage equal to or greater Sizing V OK than the WQv of the contributing area. Appendix I Pre -Development Drainage Calculations Stormwater Pollution Prevention Plan (SWPPP) I 00 Skyward Drive April 2021 SC -2 Subcat Reach on Link SC -1 P:\21-003\eng\calcs\ 21-003 DR -EX Type 1124 -hr 1 -yr Rainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 2 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 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 Subcatchment1S: SC -1 Runoff Area=331,248 sf 0.00% Impervious Runoff Depth=0.00" Flow Length=412' Tc=19.2 min CN=36 Runoff=0.00 cfs 0.000 of Subcatchment2S: SC -2 Runoff Area=105,340 sf 17.65% Impervious Runoff Depth=0.00" Flow Length=1,034' Tc=17.4 min CN=49 Runoff=0.00 cfs 0.000 of Total Runoff Area = 10.023 ac Runoff Volume = 0.000 of Average Runoff Depth = 0.00" 95.74% Pervious = 9.596 ac 4.26% Impervious = 0.427 ac P:\21-003\eng\calcs\ 21-003 DR -EX Type 1124 -hr 1 -yr Rainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 3 Summary for Subcatchment 1S: SC -1 Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 331,248 36 Woods, Fair, HSG A 331,248 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 3.4 312 0.0940 1.53 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 19.2 412 Total Summary for Subcatchment 2S: SC -2 Runoff = 0.00 cfs @ 24.03 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 86,752 39 >75% Grass cover, Good, HSG A 18,588 98 Paved parking, HSG A 105,340 49 Weighted Average 86,752 82.35% Pervious Area 18,588 17.65% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total P:\21-003\eng\calcs\ 21-003 DR -EX Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 4 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 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 Subcatchment1S: SC -1 Runoff Area=331,248 sf 0.00% Impervious Runoff Depth=0.00" Flow Length=412' Tc=19.2 min CN=36 Runoff=0.00 cfs 0.001 of Subcatchment2S: SC -2 Runoff Area=105,340 sf 17.65% Impervious Runoff Depth=0.22" Flow Length=1,034' Tc=17.4 min CN=49 Runoff=0.15 cfs 0.043 of Total Runoff Area = 10.023 ac Runoff Volume = 0.044 of Average Runoff Depth = 0.05" 95.74% Pervious = 9.596 ac 4.26% Impervious = 0.427 ac P:\21-003\eng\calcs\ 21-003 DR -EX Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 5 Summary for Subcatchment 1S: SC -1 Runoff = 0.00 cfs @ 24.04 hrs, Volume= 0.001 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 331,248 36 Woods, Fair, HSG A 331,248 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 3.4 312 0.0940 1.53 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 19.2 412 Total Summary for Subcatchment 2S: SC -2 Runoff = 0.15 cfs @ 12.23 hrs, Volume= 0.043 af, Depth= 0.22" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 86,752 39 >75% Grass cover, Good, HSG A 18,588 98 Paved parking, HSG A 105,340 49 Weighted Average 86,752 82.35% Pervious Area 18,588 17.65% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total P:\21-003\eng\calcs\ 21-003 DR -EX Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 6 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 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 Subcatchment1S: SC -1 Runoff Area=331,248 sf 0.00% Impervious Runoff Depth=0.05" Flow Length=412' Tc=19.2 min CN=36 Runoff=0.04 cfs 0.031 of Subcatchment2S: SC -2 Runoff Area=105,340 sf 17.65% Impervious Runoff Depth=0.46" Flow Length=1,034' Tc=17.4 min CN=49 Runoff=0.69 cfs 0.093 of Total Runoff Area = 10.023 ac Runoff Volume = 0.123 of Average Runoff Depth = 0.15" 95.74% Pervious = 9.596 ac 4.26% Impervious = 0.427 ac P:\21-003\eng\calcs\ 21-003 DR -EX Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 7 Summary for Subcatchment 1S: SC -1 Runoff = 0.04 cfs @ 18.10 hrs, Volume= 0.031 af, Depth= 0.05' Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 331,248 36 Woods, Fair, HSG A 331,248 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 3.4 312 0.0940 1.53 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 19.2 412 Total Summary for Subcatchment 2S: SC -2 Runoff = 0.69 cfs @ 12.16 hrs, Volume= 0.093 af, Depth= 0.46" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 86,752 39 >75% Grass cover, Good, HSG A 18,588 98 Paved parking, HSG A 105,340 49 Weighted Average 86,752 82.35% Pervious Area 18,588 17.65% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total P:\21-003\eng\calcs\ 21-003 DR -EX Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 8 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 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 Subcatchment1S: SC -1 Runoff Area=331,248 sf 0.00% Impervious Runoff Depth=0.33" Flow Length=412' Tc=19.2 min CN=36 Runoff=0.57 cfs 0.206 of Subcatchment2S: SC -2 Runoff Area=105,340 sf 17.65% Impervious Runoff Depth=1.13" Flow Length=1,034' Tc=17.4 min CN=49 Runoff=2.60 cfs 0.228 of Total Runoff Area = 10.023 ac Runoff Volume = 0.435 of Average Runoff Depth = 0.52" 95.74% Pervious = 9.596 ac 4.26% Impervious = 0.427 ac P:\21-003\eng\calcs\ 21-003 DR -EX Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 9 Summary for Subcatchment 1S: SC -1 Runoff = 0.57 cfs @ 12.31 hrs, Volume= 0.206 af, Depth= 0.33" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 331,248 36 Woods, Fair, HSG A 331,248 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 3.4 312 0.0940 1.53 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 19.2 412 Total Summary for Subcatchment 2S: SC -2 Runoff = 2.60 cfs @ 12.13 hrs, Volume= 0.228 af, Depth= 1.13" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 86,752 39 >75% Grass cover, Good, HSG A 18,588 98 Paved parking, HSG A 105,340 49 Weighted Average 86,752 82.35% Pervious Area 18,588 17.65% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total Appendix J Post -Development Drainage Calculations Stormwater Pollution Prevention Plan (SWPPP) J 00 Skyward Drive April 2021 CS 1 S2 \� P1 SC -101 r, S3 --0 P2 SC -101.1 SC -200 S4 _� SC -101.2 V-,,, Inf' tration Basin DP -1 cg S6 (---D P5 SC -101.4 C B cg S7 SC -101.5 C B S8 SC -101.6 C - B SC -101.3 CB -3A S9 SC -101.7 cg P8 Subcat Reach on Link P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 1-yrRainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 2 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 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 SubcatchmentS1: SC -100 Runoff Area=101.869 sf 0.00% Impervious Runoff Depth=0.00" Flow Length=404' Tc=18.2 min CN=39 Runoff=0.00 cfs 0.000 of SubcatchmentS11: SC -200 Runoff Area=84.343 sf 23.91% Impervious Runoff Depth=0.00" Flow Length=1,034' Tc=17.4 min UI Adjusted CN=46 Runoff=0.00 cfs 0.000 of SubcatchmentS2: SC -101 Runoff Area=39.094 sf 0.00% Impervious Runoff Depth=0.00" Tc=6.0 min CN=39 Runoff=0.00 cfs 0.000 of SubcatchmentS3: SC -101.1 Runoff Area=15.667 sf 89.79% Impervious Runoff Depth=1.44" Tc=6.0 min CN=92 Runoff=0.87 cfs 0.043 of SubcatchmentS4: SC -101.2 RunoffArea=31.625 sf 44.80% Impervious Runoff Depth=0.20" Tc=6.0 min CN=65 Runoff=0.14 cfs 0.012 of SubcatchmentS5: SC -101.3 Runoff Area=18.597 sf 85.87% Impervious Runoff Depth=1.28" Tc=6.0 min CN=90 Runoff=0.93 cfs 0.046 of SubcatchmentS6: SC -101.4 Runoff Area=45.343 sf 100.00% Impervious Runoff Depth=1.99" Tc=6.0 min CN=98 Runoff=3.14 cfs 0.173 of SubcatchmentS7: SC -101.5 Runoff Area=45.688 sf 100.00% Impervious Runoff Depth=1.99" Tc=6.0 min CN=98 Runoff=3.16 cfs 0.174 of SubcatchmentS8: SC -101.6 Runoff Area=28.687 sf 100.00% Impervious Runoff Depth=1.99" Tc=6.0 min CN=98 Runoff=1.99 cfs 0.109 of SubcatchmentS9: SC -101.7 Runoff Area=25.682 sf 96.66% Impervious Runoff Depth=1.79" Tc=6.0 min CN=96 Runoff=1.68 cfs 0.088 of Pond P1: Infiltration Basin Peak EIev=310.12' Storage=10.270 cf Inflow=11.86 cfs 0.645 of Discarded=1.06 cfs 0.646 of Primary=0.00 cfs 0.000 of Outflow=1.06 cfs 0.646 of Pond P2: CB -1A Peak EIev=313.07' Inflow=1.93 cfs 0.101 of 18.0" Round Culvert n=0.012 L=188.0' S=0.0051 T Outflow=1.93 cfs 0.101 of Pond P3: CB -2A Peak EIev=314.16' Inflow=1.06 cfs 0.058 of 15.0" Round Culvert n=0.012 L=198.0' S=0.0051 T Outflow=1.06 cfs 0.058 of Pond P4: CB -3A Peak EIev=315.57' Inflow=0.93 cfs 0.046 of 12.0" Round Culvert n=0.012 L=223.0' S=0.0050'/' Outflow=0.93 cfs 0.046 of Pond P5: CB -1 B Peak EIev=311.99' Inflow=9.97 cfs 0.544 of 30.0" Round Culvert n=0.012 L=193.0' S=0.0052'/' Outflow=9.97 cfs 0.544 of Pond P6: CB -2B Peak EIev=313.22' Inflow=6.83 cfs 0.371 of 24.0" Round Culvert n=0.012 L=175.0' S=0.0051 T Outflow=6.83 cfs 0.371 of Pond P7: CB -3B Peak EIev=313.96' Inflow=3.67 cfs 0.197 of 18.0" Round Culvert n=0.012 L=95.0' S=0.0053'/' Outflow=3.67 cfs 0.197 of Pond P8: CB -4B Peak EIev=316.32' Inflow=1.68 cfs 0.088 of 15.0" Round Culvert n=0.012 L=239.0' S=0.0044'/' Outflow=1.68 cfs 0.088 of Link L1: DP -1 Inflow=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Total Runoff Area = 10.023 ac Runoff Volume = 0.645 of Average Runoff Depth = 0.77" 52.15% Pervious = 5.227 ac 47.85% Impervious = 4.796 ac P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 1-yrRainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 3 Summary for Subcatchment S1: SC -100 Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 101,869 39 >75% Grass cover, Good, HSG A 101,869 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, 20,167 23.91% Impervious Area 20,167 Woods: Light underbrush n= 0.400 P2= 2.80" 2.4 304 0.0940 2.15 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.2 404 Total Summary for Subcatchment S11: SC -200 Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Adj Description 64,176 39 >75% Grass cover, Good, HSG A 20,167 98 Unconnected pavement, HSG A 84,343 53 46 Weighted Average, UI Adjusted 64,176 0.19 76.09% Pervious Area 20,167 23.91% Impervious Area 20,167 Grass: Dense n= 0.240 P2= 2.80" 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total Summary for Subcatchment S2: SC -101 Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 39,094 39 >75% Grass cover, Good, HSG A 39,094 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 1-yrRainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 4 Summary for Subcatchment S3: SC -101.1 Runoff = 0.87 cfs @ 11.97 hrs, Volume= 0.043 af, Depth= 1.44" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 1,599 39 >75% Grass cover, Good, HSG A 14,068 98 Unconnected pavement, HSG A 15,667 92 Weighted Average 1,599 10.21% Pervious Area 14,068 89.79% Impervious Area 14,068 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S4: SC -101.2 Runoff = 0.14 cfs @ 12.01 hrs, Volume= 0.012 af, Depth= 0.20" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 17,456 39 >75% Grass cover, Good, HSG A 14,169 98 Unconnected pavement, HSG A 31,625 65 Weighted Average 17,456 55.20% Pervious Area 14,169 44.80% Impervious Area 14,169 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S5: SC -101.3 Runoff = 0.93 cfs @ 11.97 hrs, Volume= 0.046 af, Depth= 1.28" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 2,628 39 >75% Grass cover, Good, HSG A 15,969 98 Unconnected pavement, HSG A 18,597 90 Weighted Average 2,628 14.13% Pervious Area 15,969 85.87% Impervious Area 15,969 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S6: SC -101.4 Runoff = 3.14 cfs @ 11.96 hrs, Volume= 0.173 af, Depth= 1.99" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type 11 24 -hr 1 -yr Rainfall=2.22" P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 1-yrRainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 5 Area (sf) CN Description 45,343 98 Unconnected pavement, HSG A 45,343 100.00% Impervious Area 45,343 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S7: SC -101.5 Runoff = 3.16 cfs @ 11.96 hrs, Volume= 0.174 af, Depth= 1.99" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 45,688 98 Unconnected pavement, HSG A 45,688 100.00% Impervious Area 45,688 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S8: SC -101.6 Runoff = 1.99 cfs @ 11.96 hrs, Volume= 0.109 af, Depth= 1.99" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 28,687 98 Unconnected pavement, HSG A 28,687 100.00% Impervious Area 28,687 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S9: SC -101.7 Runoff = 1.68 cfs @ 11.96 hrs, Volume= 0.088 af, Depth= 1.79" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -yr Rainfall=2.22" Area (sf) CN Description 24,824 98 Unconnected pavement, HSG A 858 39 >75% Grass cover, Good, HSG A 25,682 96 Weighted Average 858 3.34% Pervious Area 24,824 96.66% Impervious Area 24,824 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 1-yrRainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 © 2020 HydroCAD Software Solutions LLC Paoe 6 Summary for Pond P1: Infiltration Basin Inflow Area = 5.748 ac, 75.38% Impervious, Inflow Depth = 1.35" for 1 -yr event Inflow = 11.86 cfs @ 11.96 hrs, Volume= 0.645 of Outflow = 1.06 cfs @ 12.46 hrs, Volume= 0.646 af, Atten= 91%, Lag= 29.8 min Discarded = 1.06 cfs @ 12.46 hrs, Volume= 0.646 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 310.12'@ 12.46 hrs Surf.Area= 9,148 sf Storage= 10,270 cf Flood Elev= 312.00' Surf.Area= 30,011 sf Storage= 43,410 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 66.6 min ( 841.2 - 774.6 ) Volume Invert Avail.Storage Storage Description #1 306.00' 6,639 cf Forebay (Irregular)Listed below (Recalc) -Impervious #2 309.00' 18,010 cf Basin (Irregular) Listed below (Recalc) #3 311.00' 39,447 cf Addt'I Storage (Irregular)Listed below (Recalc) 64,097 cf Total Available Storage Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (%) (cubic -feet) (cubic -feet) (sq -ft) 306.00 2,983 220.0 0.0 0 0 2,983 310.00 6,167 308.2 0.0 0 0 6,838 311.00 7,123 329.1 100.0 6,639 6,639 7,945 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 309.00 7,767 400.5 0 0 7,767 311.00 10,303 444.8 18,010 18,010 10,864 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 311.00 17,829 623.2 0 0 17,829 313.00 21,681 660.9 39,447 39,447 21,890 Device Routing Invert Outlet Devices #1 Discarded 309.00' 5.000 in/hr Exfiltration over Horizontal area #2 Primary 312.00' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=1.06 cfs @ 12.46 hrs HW=310.12' (Free Discharge) L1=Exfiltration (Exfiltration Controls 1.06 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=306.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) Summary for Pond P2: CB -1A Inflow Area = 1.513 ac, 67.09% Impervious, Inflow Depth = 0.80" for 1 -yr event Inflow = 1.93 cfs @ 11.98 hrs, Volume= 0.101 of Outflow = 1.93 cfs @ 11.98 hrs, Volume= 0.101 af, Atten= 0%, Lag= 0.0 min Primary = 1.93 cfs @ 11.98 hrs, Volume= 0.101 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 313.07'@ 11.98 hrs Flood Elev= 318.30' Device Routing Invert Outlet Devices #1 Primary 312.35' 18.0" Round Culvert L= 188.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 312.35'/ 311.40' S= 0.0051 7 Cc= 0.900 P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 1-yrRainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 7 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=1.85 cfs @ 11.98 hrs HW=313.06' TW=309.78' (Dynamic Tailwater) L1=Culvert (Inlet Controls 1.85 cfs @ 2.26 fps) Summary for Pond P3: CB -2A Inflow Area = 1.153 ac, 60.01% Impervious, Inflow Depth = 0.60" for 1 -yr event Inflow = 1.06 cfs @ 11.98 hrs, Volume= 0.058 of Outflow = 1.06 cfs @ 11.98 hrs, Volume= 0.058 af, Atten= 0%, Lag= 0.0 min Primary = 1.06 cfs @ 11.98 hrs, Volume= 0.058 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 314.16'@ 11.98 hrs Flood Elev= 317.85' Device Routing Invert Outlet Devices #1 Primary 313.60' 15.0" Round Culvert L= 198.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 313.60'/ 312.60' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=1.01 cfs @ 11.98 hrs HW=314.14' TW=313.06' (Dynamic Tailwater) L1=Culvert (Inlet Controls 1.01 cfs @ 1.98 fps) Summary for Pond P4: CB -3A Inflow Area = 0.427 ac, 85.87% Impervious, Inflow Depth = 1.28" for 1 -yr event Inflow = 0.93 cfs @ 11.97 hrs, Volume= 0.046 of Outflow = 0.93 cfs @ 11.97 hrs, Volume= 0.046 af, Atten= 0%, Lag= 0.0 min Primary = 0.93 cfs @ 11.97 hrs, Volume= 0.046 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 315.57'@ 11.97 hrs Flood Elev= 318.00' Device Routing Invert Outlet Devices #1 Primary 315.00' 12.0" Round Culvert L= 223.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.00'/ 313.88' S=0.00507 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Primary OutFlow Max=0.91 cfs @ 11.97 hrs HW=315.56' TW=314.14' (Dynamic Tailwater) L1=Culvert (Inlet Controls 0.91 cfs @ 2.01 fps) Summary for Pond P5: CB -1 B Inflow Area = 3.338 ac, 99.41% Impervious, Inflow Depth = 1.96" for 1 -yr event Inflow = 9.97 cfs @ 11.96 hrs, Volume= 0.544 of Outflow = 9.97 cfs @ 11.96 hrs, Volume= 0.544 af, Atten= 0%, Lag= 0.0 min Primary = 9.97 cfs @ 11.96 hrs, Volume= 0.544 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 311.99'@ 11.96 hrs Flood Elev= 315.15' Device Routing Invert Outlet Devices #1 Primary 310.50' 30.0" Round Culvert L= 193.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 310.50'/ 309.50' S=0.00527 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 4.91 sf Primary OutFlow Max=9.72 cfs @ 11.96 hrs HW=311.96' TW=309.72' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 9.72 cfs @ 3.25 fps) P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 1-yrRainfall=2.22" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 8 Summary for Pond P6: CB -2B Inflow Area = 2.297 ac, 99.14% Impervious, Inflow Depth = 1.94" for 1 -yr event Inflow = 6.83 cfs @ 11.96 hrs, Volume= 0.371 of Outflow = 6.83 cfs @ 11.96 hrs, Volume= 0.371 af, Atten= 0%, Lag= 0.0 min Primary = 6.83 cfs @ 11.96 hrs, Volume= 0.371 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 313.22'@ 11.96 hrs Flood Elev= 315.10' Device Routing Invert Outlet Devices #1 Primary 311.90' 24.0" Round Culvert L= 175.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 311.90'/ 311.00' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 3.14 sf Primary OutFlow Max=6.66 cfs @ 11.96 hrs HW=313.20' TW=311.96' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 6.66 cfs @ 3.07 fps) Summary for Pond P7: CB -3B Inflow Area = 1.248 ac, 98.42% Impervious, Inflow Depth = 1.90" for 1 -yr event Inflow = 3.67 cfs @ 11.96 hrs, Volume= 0.197 of Outflow = 3.67 cfs @ 11.96 hrs, Volume= 0.197 af, Atten= 0%, Lag= 0.0 min Primary = 3.67 cfs @ 11.96 hrs, Volume= 0.197 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 313.96'@ 11.97 hrs Flood Elev= 315.92' Device Routing Invert Outlet Devices #1 Primary 312.90' 18.0" Round Culvert L= 95.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 312.90'/ 312.40' S=0.00537 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=3.56 cfs @ 11.96 hrs HW=313.95' TW=313.20' (Dynamic Tailwater) L1=Culvert (Outlet Controls 3.56 cfs @ 3.80 fps) Summary for Pond P8: CB -4B Inflow Area = 0.590 ac, 96.66% Impervious, Inflow Depth = 1.79" for 1 -yr event Inflow = 1.68 cfs @ 11.96 hrs, Volume= 0.088 of Outflow = 1.68 cfs @ 11.96 hrs, Volume= 0.088 af, Atten= 0%, Lag= 0.0 min Primary = 1.68 cfs @ 11.96 hrs, Volume= 0.088 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 316.32'@ 11.96 hrs Flood Elev= 318.85' Device Routing Invert Outlet Devices #1 Primary 315.60' 15.0" Round Culvert L= 239.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.60'/ 314.55' S=0.00447 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=1.64 cfs @ 11.96 hrs HW=316.31' TW=313.95' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 1.64 cfs @ 2.27 fps) Summary for Link L1: DP -1 Inflow Area = 8.087 ac, 53.58% Impervious, Inflow Depth = 0.00" for 1 -yr event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs P:\21-003\eng\calcs\ 21-003 DR -PR Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 9 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 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 SubcatchmentS1: SC -100 Runoff Area=101.869 sf 0.00% Impervious Runoff Depth=0.02" Flow Length=404' Tc=18.2 min CN=39 Runoff=0.01 cfs 0.004 of SubcatchmentS11: SC -200 Runoff Area=84.343 sf 23.91% Impervious Runoff Depth=0.14" Flow Length=1,034' Tc=17.4 min UI Adjusted CN=46 Runoff=0.04 cfs 0.022 of SubcatchmentS2: SC -101 Runoff Area=39.094 sf 0.00% Impervious Runoff Depth=0.02" Tc=6.0 min CN=39 Runoff=0.00 cfs 0.001 of SubcatchmentS3: SC -101.1 Runoff Area=15.667 sf 89.79% Impervious Runoff Depth=2.82" Tc=6.0 min CN=92 Runoff=1.64 cfs 0.084 of SubcatchmentS4: SC -101.2 RunoffArea=31.625 sf 44.80% Impervious Runoff Depth=0.85" Tc=6.0 min CN=65 Runoff=1.02 cfs 0.052 of SubcatchmentS5: SC -101.3 Runoff Area=18.597 sf 85.87% Impervious Runoff Depth=2.63" Tc=6.0 min CN=90 Runoff=1.85 cfs 0.093 of SubcatchmentS6: SC -101.4 Runoff Area=45.343 sf 100.00% Impervious Runoff Depth=3.46" Tc=6.0 min CN=98 Runoff=5.29 cfs 0.300 of SubcatchmentS7: SC -101.5 Runoff Area=45.688 sf 100.00% Impervious Runoff Depth=3.46" Tc=6.0 min CN=98 Runoff=5.34 cfs 0.302 of SubcatchmentS8: SC -101.6 Runoff Area=28.687 sf 100.00% Impervious Runoff Depth=3.46" Tc=6.0 min CN=98 Runoff=3.35 cfs 0.190 of SubcatchmentS9: SC -101.7 Runoff Area=25.682 sf 96.66% Impervious Runoff Depth=3.23" Tc=6.0 min CN=96 Runoff=2.92 cfs 0.159 of Pond P1: Infiltration Basin Peak EIev=310.84' Storage=21.883 cf Inflow=21.36 cfs 1.181 of Discarded=1.17 cfs 1.182 of Primary=0.00 cfs 0.000 of Outflow=1.17 cfs 1.182 of Pond P2: CB -1A Peak EIev=313.55' Inflow=4.47 cfs 0.230 of 18.0" Round Culvert n=0.012 L=188.0' S=0.0051 T Outflow=4.47 cfs 0.230 of Pond P3: CB -2A Peak EIev=314.62' Inflow=2.86 cfs 0.145 of 15.0" Round Culvert n=0.012 L=198.0' S=0.0051 T Outflow=2.86 cfs 0.145 of Pond P4: CB -3A Peak EIev=315.88' Inflow=1.85 cfs 0.093 of 12.0" Round Culvert n=0.012 L=223.0' S=0.0050 T Outflow=1.85 cfs 0.093 of Pond P5: CB -1 B Peak EIev=312.58' Inflow=16.90 cfs 0.950 of 30.0" Round Culvert n=0.012 L=193.0' S=0.0052 T Outflow=16.90 cfs 0.950 of Pond P6: CB -2B Peak EIev=313.83' Inflow=11.61 cfs 0.651 of 24.0" Round Culvert n=0.012 L=175.0' S=0.0051 T Outflow=11.61 cfs 0.651 of Pond P7: CB -3B Peak EIev=314.59' Inflow=6.27 cfs 0.349 of 18.0" Round Culvert n=0.012 L=95.0' S=0.0053 T Outflow=6.27 cfs 0.349 of Pond P8: CB -4B Peak EIev=316.62' Inflow=2.92 cfs 0.159 of 15.0" Round Culvert n=0.012 L=239.0' S=0.0044'/' Outflow=2.92 cfs 0.159 of Link L1: DP -1 Inflow=0.01 cfs 0.004 of Primary=0.01 cfs 0.004 of Total Runoff Area = 10.023 ac Runoff Volume = 1.207 of Average Runoff Depth = 1.45" 52.15% Pervious = 5.227 ac 47.85% Impervious = 4.796 ac P:\21-003\eng\calcs\ 21-003 DR -PR Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 10 Summary for Subcatchment S1: SC -100 Runoff = 0.01 cfs @ 23.99 hrs, Volume= 0.004 af, Depth= 0.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 101,869 39 >75% Grass cover, Good, HSG A 101,869 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, 20,167 23.91% Impervious Area 20,167 Woods: Light underbrush n= 0.400 P2= 2.80" 2.4 304 0.0940 2.15 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.2 404 Total Summary for Subcatchment S11: SC -200 Runoff = 0.04 cfs @ 12.58 hrs, Volume= 0.022 af, Depth= 0.14" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Adj Description 64,176 39 >75% Grass cover, Good, HSG A 20,167 98 Unconnected pavement, HSG A 84,343 53 46 Weighted Average, UI Adjusted 64,176 0.19 76.09% Pervious Area 20,167 23.91% Impervious Area 20,167 Grass: Dense n= 0.240 P2= 2.80" 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total Summary for Subcatchment S2: SC -101 Runoff = 0.00 cfs @ 24.00 hrs, Volume= 0.001 af, Depth= 0.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 39,094 39 >75% Grass cover, Good, HSG A 39,094 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 11 Summary for Subcatchment S3: SC -101.1 Runoff = 1.64 cfs @ 11.96 hrs, Volume= 0.084 af, Depth= 2.82" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 1,599 39 >75% Grass cover, Good, HSG A 14,068 98 Unconnected pavement, HSG A 15,667 92 Weighted Average 1,599 10.21% Pervious Area 14,068 89.79% Impervious Area 14,068 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S4: SC -101.2 Runoff = 1.02 cfs @ 11.99 hrs, Volume= 0.052 af, Depth= 0.85' Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 17,456 39 >75% Grass cover, Good, HSG A 14,169 98 Unconnected pavement, HSG A 31,625 65 Weighted Average 17,456 55.20% Pervious Area 14,169 44.80% Impervious Area 14,169 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S5: SC -101.3 Runoff = 1.85 cfs @ 11.97 hrs, Volume= 0.093 af, Depth= 2.63" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 2,628 39 >75% Grass cover, Good, HSG A 15,969 98 Unconnected pavement, HSG A 18,597 90 Weighted Average 2,628 14.13% Pervious Area 15,969 85.87% Impervious Area 15,969 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S6: SC -101.4 Runoff = 5.29 cfs @ 11.96 hrs, Volume= 0.300 af, Depth= 3.46" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type 11 24 -hr 10 -yr Rainfall=3.69" P:\21-003\eng\calcs\ 21-003 DR -PR Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 12 Area (sf) CN Description 45,343 98 Unconnected pavement, HSG A 45,343 100.00% Impervious Area 45,343 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S7: SC -101.5 Runoff = 5.34 cfs @ 11.96 hrs, Volume= 0.302 af, Depth= 3.46" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 45,688 98 Unconnected pavement, HSG A 45,688 100.00% Impervious Area 45,688 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S8: SC -101.6 Runoff = 3.35 cfs @ 11.96 hrs, Volume= 0.190 af, Depth= 3.46" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 28,687 98 Unconnected pavement, HSG A 28,687 100.00% Impervious Area 28,687 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S9: SC -101.7 Runoff = 2.92 cfs @ 11.96 hrs, Volume= 0.159 af, Depth= 3.23" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.69" Area (sf) CN Description 24,824 98 Unconnected pavement, HSG A 858 39 >75% Grass cover, Good, HSG A 25,682 96 Weighted Average 858 3.34% Pervious Area 24,824 96.66% Impervious Area 24,824 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 13 Summary for Pond P1: Infiltration Basin Inflow Area = 5.748 ac, 75.38% Impervious, Inflow Depth = 2.47" for 10 -yr event Inflow = 21.36 cfs @ 11.96 hrs, Volume= 1.181 of Outflow = 1.17 cfs @ 12.88 hrs, Volume= 1.182 af, Atten= 95%, Lag= 54.9 min Discarded = 1.17 cfs @ 12.88 hrs, Volume= 1.182 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 310.84'@ 12.88 hrs Surf.Area= 10,086 sf Storage= 21,883 cf Flood Elev= 312.00' Surf.Area= 30,011 sf Storage= 43,410 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 151.1 min ( 915.8 - 764.8 ) Volume Invert Avail.Storage Storage Description #1 306.00' 6,639 cf Forebay (Irregular)Listed below (Recalc) -Impervious #2 309.00' 18,010 cf Basin (Irregular) Listed below (Recalc) #3 311.00' 39,447 cf Addt'I Storage (Irregular)Listed below (Recalc) 64,097 cf Total Available Storage Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (%) (cubic -feet) (cubic -feet) (sq -ft) 306.00 2,983 220.0 0.0 0 0 2,983 310.00 6,167 308.2 0.0 0 0 6,838 311.00 7,123 329.1 100.0 6,639 6,639 7,945 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 309.00 7,767 400.5 0 0 7,767 311.00 10,303 444.8 18,010 18,010 10,864 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 311.00 17,829 623.2 0 0 17,829 313.00 21,681 660.9 39,447 39,447 21,890 Device Routing Invert Outlet Devices #1 Discarded 309.00' 5.000 in/hr Exfiltration over Horizontal area #2 Primary 312.00' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=1.17 cfs @ 12.88 hrs HW=310.84' (Free Discharge) L1=Exfiltration (Exfiltration Controls 1.17 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=306.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) Summary for Pond P2: CB -1A Inflow Area = 1.513 ac, 67.09% Impervious, Inflow Depth = 1.82" for 10 -yr event Inflow = 4.47 cfs @ 11.97 hrs, Volume= 0.230 of Outflow = 4.47 cfs @ 11.97 hrs, Volume= 0.230 af, Atten= 0%, Lag= 0.0 min Primary = 4.47 cfs @ 11.97 hrs, Volume= 0.230 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 313.55'@ 11.97 hrs Flood Elev= 318.30' Device Routing Invert Outlet Devices #1 Primary 312.35' 18.0" Round Culvert L= 188.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 312.35'/ 311.40' S= 0.0051 '/' Cc= 0.900 P:\21-003\eng\calcs\ 21-003 DR -PR Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 14 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=4.33 cfs @ 11.97 hrs HW=313.53' TW=310.30' (Dynamic Tailwater) L1=Culvert (Inlet Controls 4.33 cfs @ 2.91 fps) Summary for Pond P3: CB -2A Inflow Area = 1.153 ac, 60.01% Impervious, Inflow Depth = 1.51" for 10 -yr event Inflow = 2.86 cfs @ 11.98 hrs, Volume= 0.145 of Outflow = 2.86 cfs @ 11.98 hrs, Volume= 0.145 af, Atten= 0%, Lag= 0.0 min Primary = 2.86 cfs @ 11.98 hrs, Volume= 0.145 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 314.62'@ 11.98 hrs Flood Elev= 317.85' Device Routing Invert Outlet Devices #1 Primary 313.60' 15.0" Round Culvert L= 198.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 313.60'/ 312.60' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=2.71 cfs @ 11.98 hrs HW=314.59' TW=313.52' (Dynamic Tailwater) L1=Culvert (Outlet Controls 2.71 cfs @ 3.58 fps) Summary for Pond P4: CB -3A Inflow Area = 0.427 ac, 85.87% Impervious, Inflow Depth = 2.63" for 10 -yr event Inflow = 1.85 cfs @ 11.97 hrs, Volume= 0.093 of Outflow = 1.85 cfs @ 11.97 hrs, Volume= 0.093 af, Atten= 0%, Lag= 0.0 min Primary = 1.85 cfs @ 11.97 hrs, Volume= 0.093 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 315.88'@ 11.97 hrs Flood Elev= 318.00' Device Routing Invert Outlet Devices #1 Primary 315.00' 12.0" Round Culvert L= 223.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.00'/ 313.88' S=0.00507 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Primary OutFlow Max=1.80 cfs @ 11.97 hrs HW=315.86' TW=314.58' (Dynamic Tailwater) L1=Culvert (Inlet Controls 1.80 cfs @ 2.50 fps) Summary for Pond P5: CB -1 B Inflow Area = 3.338 ac, 99.41% Impervious, Inflow Depth = 3.42" for 10 -yr event Inflow = 16.90 cfs @ 11.96 hrs, Volume= 0.950 of Outflow = 16.90 cfs @ 11.96 hrs, Volume= 0.950 af, Atten= 0%, Lag= 0.0 min Primary = 16.90 cfs @ 11.96 hrs, Volume= 0.950 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 312.58'@ 11.96 hrs Flood Elev= 315.15' Device Routing Invert Outlet Devices #1 Primary 310.50' 30.0" Round Culvert L= 193.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 310.50'/ 309.50' S=0.00527 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 4.91 sf Primary OutFlow Max=16.50 cfs @ 11.96 hrs HW=312.54' TW=310.26' (Dynamic Tailwater) L1=Culvert (Inlet Controls 16.50 cfs @ 3.84 fps) P:\21-003\eng\calcs\ 21-003 DR -PR Type// 24 -hr 10 -yr Rainfall=3.69" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 15 Summary for Pond P6: CB -2B Inflow Area = 2.297 ac, 99.14% Impervious, Inflow = 11.61 cfs @ 11.96 hrs, Volume Outflow = 11.61 cfs @ 11.96 hrs, Volume Primary = 11.61 cfs @ 11.96 hrs, Volume Inflow Depth = 3.40" for 10 -yr event = 0.651 of = 0.651 af, Atten= 0%, Lag= 0.0 min = 0.651 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 313.83'@ 11.96 hrs Flood Elev= 315.10' Device Routing Invert Outlet Devices #1 Primary 311.90' 24.0" Round Culvert L= 175.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 311.90'/ 311.00' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 3.14 sf Primary OutFlow Max=11.39 cfs @ 11.96 hrs HW=313.79' TW=312.54' (Dynamic Tailwater) L1=Culvert (Inlet Controls 11.39 cfs @ 3.70 fps) Summary for Pond P7: CB -3B Inflow Area = 1.248 ac, 98.42% Impervious, Inflow = 6.27 cfs @ 11.96 hrs, Volume Outflow = 6.27 cfs @ 11.96 hrs, Volume Primary = 6.27 cfs @ 11.96 hrs, Volume Inflow Depth = 3.35" for 10 -yr event = 0.349 of = 0.349 af, Atten= 0%, Lag= 0.0 min = 0.349 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 314.59'@ 11.98 hrs Flood Elev= 315.92' Device Routing Invert Outlet Devices #1 Primary 312.90' 18.0" Round Culvert L= 95.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 312.90'/ 312.40' S=0.00537 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=5.73 cfs @ 11.96 hrs HW=314.52' TW=313.79' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 5.73 cfs @ 3.24 fps) Summary for Pond P8: CB -4B Inflow Area = 0.590 ac, 96.66% Impervious, Inflow Depth = 3.23" for 10 -yr event Inflow = 2.92 cfs @ 11.96 hrs, Volume= 0.159 of Outflow = 2.92 cfs @ 11.96 hrs, Volume= 0.159 af, Atten= 0%, Lag= 0.0 min Primary = 2.92 cfs @ 11.96 hrs, Volume= 0.159 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 316.62'@ 11.96 hrs Flood Elev= 318.85' Device Routing Invert Outlet Devices #1 Primary 315.60' 15.0" Round Culvert L= 239.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.60'/ 314.55' S=0.00447 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=2.85 cfs @ 11.96 hrs HW=316.61' TW=314.52' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 2.85 cfs @ 2.70 fps) Summary for Link L1: DP -1 Inflow Area = 8.087 ac, 53.58% Impervious, Inflow Depth = 0.01" for 10 -yr event Inflow = 0.01 cfs @ 23.99 hrs, Volume= 0.004 of Primary = 0.01 cfs @ 23.99 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs P:\21-003\eng\calcs\ 21-003 DR -PR Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 16 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 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 SubcatchmentS1: SC -100 Runoff Area=101.869 sf 0.00% Impervious Runoff Depth=0.11" Flow Length=404' Tc=18.2 min CN=39 Runoff=0.03 cfs 0.022 of SubcatchmentS11: SC -200 Runoff Area=84.343 sf 23.91% Impervious Runoff Depth=0.34" Flow Length=1,034' Tc=17.4 min UI Adjusted CN=46 Runoff=0.28 cfs 0.054 of SubcatchmentS2: SC -101 Runoff Area=39.094 sf 0.00% Impervious Runoff Depth=0.11" Tc=6.0 min CN=39 Runoff=0.01 cfs 0.008 of SubcatchmentS3: SC -101.1 Runoff Area=15.667 sf 89.79% Impervious Runoff Depth=3.61" Tc=6.0 min CN=92 Runoff=2.07 cfs 0.108 of SubcatchmentS4: SC -101.2 RunoffArea=31.625 sf 44.80% Impervious Runoff Depth=1.34" Tc=6.0 min CN=65 Runoff=1.66 cfs 0.081 of SubcatchmentS5: SC -101.3 Runoff Area=18.597 sf 85.87% Impervious Runoff Depth=3.41" Tc=6.0 min CN=90 Runoff=2.37 cfs 0.121 of SubcatchmentS6: SC -101.4 Runoff Area=45.343 sf 100.00% Impervious Runoff Depth=4.27" Tc=6.0 min CN=98 Runoff=6.49 cfs 0.371 of SubcatchmentS7: SC -101.5 Runoff Area=45.688 sf 100.00% Impervious Runoff Depth=4.27" Tc=6.0 min CN=98 Runoff=6.54 cfs 0.374 of SubcatchmentS8: SC -101.6 Runoff Area=28.687 sf 100.00% Impervious Runoff Depth=4.27" Tc=6.0 min CN=98 Runoff=4.11 cfs 0.235 of SubcatchmentS9: SC -101.7 Runoff Area=25.682 sf 96.66% Impervious Runoff Depth=4.05" Tc=6.0 min CN=96 Runoff=3.61 cfs 0.199 of Pond P1: Infiltration Basin Peak EIev=311.07' Storage=25.889 cf Inflow=26.78 cfs 1.496 of Discarded=3.27 cfs 1.497 of Primary=0.00 cfs 0.000 of Outflow=3.27 cfs 1.497 of Pond P2: CB -1A Peak EIev=313.90' Inflow=6.05 cfs 0.310 of 18.0" Round Culvert n=0.012 L=188.0' S=0.0051 T Outflow=6.05 cfs 0.310 of Pond P3: CB -2A Peak EIev=314.95' Inflow=3.98 cfs 0.202 of 15.0" Round Culvert n=0.012 L=198.0' S=0.0051 T Outflow=3.98 cfs 0.202 of Pond P4: CB -3A Peak EIev=316.13' Inflow=2.37 cfs 0.121 of 12.0" Round Culvert n=0.012 L=223.0' S=0.0050 T Outflow=2.37 cfs 0.121 of Pond P5: CB -1 B Peak EIev=312.97' Inflow=20.75 cfs 1.178 of 30.0" Round Culvert n=0.012 L=193.0' S=0.0052'/' Outflow=20.75 cfs 1.178 of Pond P6: CB -2B Peak EIev=314.33' Inflow=14.26 cfs 0.807 of 24.0" Round Culvert n=0.012 L=175.0' S=0.0051 T Outflow=14.26 cfs 0.807 of Pond P7: CB -3B Peak EIev=315.46' Inflow=7.72 cfs 0.433 of 18.0" Round Culvert n=0.012 L=95.0' S=0.0053 T Outflow=7.72 cfs 0.433 of Pond P8: CB -4B Peak EIev=316.81' Inflow=3.61 cfs 0.199 of 15.0" Round Culvert n=0.012 L=239.0' S=0.0044 T Outflow=3.61 cfs 0.199 of Link L1: DP -1 Inflow=0.03 cfs 0.022 of Primary=0.03 cfs 0.022 of Total Runoff Area = 10.023 ac Runoff Volume = 1.572 of Average Runoff Depth = 1.88" 52.15% Pervious = 5.227 ac 47.85% Impervious = 4.796 ac P:\21-003\eng\calcs\ 21-003 DR -PR Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 17 Summary for Subcatchment S1: SC -100 Runoff = 0.03 cfs @ 13.57 hrs, Volume= 0.022 af, Depth= 0.11" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 101,869 39 >75% Grass cover, Good, HSG A 101,869 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, 20,167 23.91% Impervious Area 20,167 Woods: Light underbrush n= 0.400 P2= 2.80" 2.4 304 0.0940 2.15 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.2 404 Total Summary for Subcatchment S11: SC -200 Runoff = 0.28 cfs @ 12.19 hrs, Volume= 0.054 af, Depth= 0.34" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Adj Description 64,176 39 >75% Grass cover, Good, HSG A 20,167 98 Unconnected pavement, HSG A 84,343 53 46 Weighted Average, UI Adjusted 64,176 0.19 76.09% Pervious Area 20,167 23.91% Impervious Area 20,167 Grass: Dense n= 0.240 P2= 2.80" 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total Summary for Subcatchment S2: SC -101 Runoff = 0.01 cfs @ 13.39 hrs, Volume= 0.008 af, Depth= 0.11" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 39,094 39 >75% Grass cover, Good, HSG A 39,094 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 18 Summary for Subcatchment S3: SC -101.1 Runoff = 2.07 cfs @ 11.96 hrs, Volume= 0.108 af, Depth= 3.61" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 1,599 39 >75% Grass cover, Good, HSG A 14,068 98 Unconnected pavement, HSG A 15,667 92 Weighted Average 1,599 10.21% Pervious Area 14,068 89.79% Impervious Area 14,068 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S4: SC -101.2 Runoff = 1.66 cfs @ 11.98 hrs, Volume= 0.081 af, Depth= 1.34" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 17,456 39 >75% Grass cover, Good, HSG A 14,169 98 Unconnected pavement, HSG A 31,625 65 Weighted Average 17,456 55.20% Pervious Area 14,169 44.80% Impervious Area 14,169 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S5: SC -101.3 Runoff = 2.37 cfs @ 11.96 hrs, Volume= 0.121 af, Depth= 3.41" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 2,628 39 >75% Grass cover, Good, HSG A 15,969 98 Unconnected pavement, HSG A 18,597 90 Weighted Average 2,628 14.13% Pervious Area 15,969 85.87% Impervious Area 15,969 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S6: SC -101.4 Runoff = 6.49 cfs @ 11.96 hrs, Volume= 0.371 af, Depth= 4.27" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type 11 24 -hr 25 -yr Rainfall=4.51" P:\21-003\eng\calcs\ 21-003 DR -PR Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 19 Area (sf) CN Description 45,343 98 Unconnected pavement, HSG A 45,343 100.00% Impervious Area 45,343 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S7: SC -101.5 Runoff = 6.54 cfs @ 11.96 hrs, Volume= 0.374 af, Depth= 4.27" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 45,688 98 Unconnected pavement, HSG A 45,688 100.00% Impervious Area 45,688 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S8: SC -101.6 Runoff = 4.11 cfs @ 11.96 hrs, Volume= 0.235 af, Depth= 4.27" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 28,687 98 Unconnected pavement, HSG A 28,687 100.00% Impervious Area 28,687 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S9: SC -101.7 Runoff = 3.61 cfs @ 11.96 hrs, Volume= 0.199 af, Depth= 4.05' Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -yr Rainfall=4.51" Area (sf) CN Description 24,824 98 Unconnected pavement, HSG A 858 39 >75% Grass cover, Good, HSG A 25,682 96 Weighted Average 858 3.34% Pervious Area 24,824 96.66% Impervious Area 24,824 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 20 Summary for Pond P1: Infiltration Basin Inflow Area = 5.748 ac, 75.38% Impervious, Inflow = 26.78 cfs @ 11.96 hrs, Volume Outflow = 3.27 cfs @ 12.27 hrs, Volume Discarded = 3.27 cfs @ 12.27 hrs, Volume Primary = 0.00 cfs @ 0.00 hrs, Volume Inflow Depth = 3.12" = 1.496 of = 1.497 af, = 1.497 of = 0.000 of for 25 -yr event Atten= 88%, Lag= 18.4 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 311.07'@ 12.27 hrs Surf.Area= 28,259 sf Storage= 25,889 cf Flood Elev= 312.00' Surf.Area= 30,011 sf Storage= 43,410 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 162.1 min ( 924.4 - 762.3 ) Volume Invert Avail.Storage Storage Description #1 306.00' Inflow = 6,639 cf Forebay (Irregular)Listed below (Recalc) -Impervious #2 309.00' Outflow = 18,010 cf Basin (Irregular) Listed below (Recalc) #3 311.00' Primary = 39,447 cf Addt'I Storage (Irregular)Listed below (Recalc) 11.97 hrs, Volume 64,097 cf Total Available Storage Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (%) (cubic -feet) (cubic -feet) (sq -ft) 306.00 2,983 220.0 0.0 0 0 2,983 310.00 6,167 308.2 0.0 0 0 6,838 311.00 7,123 329.1 100.0 6,639 6,639 7,945 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 309.00 7,767 400.5 0 0 7,767 311.00 10,303 444.8 18,010 18,010 10,864 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 311.00 17,829 623.2 0 0 17,829 313.00 21,681 660.9 39,447 39,447 21,890 Device Routing Invert Outlet Devices #1 Discarded 309.00' 5.000 in/hr Exfiltration over Horizontal area #2 Primary 312.00' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=3.27 cfs @ 12.27 hrs HW=311.07' (Free Discharge) L1=Exfiltration (Exfiltration Controls 3.27 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=306.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) Summary for Pond P2: CB -1A Inflow Area = 1.513 ac, 67.09% Impervious, Inflow = 6.05 cfs @ 11.97 hrs, Volume Outflow = 6.05 cfs @ 11.97 hrs, Volume Primary = 6.05 cfs @ 11.97 hrs, Volume Inflow Depth = 2.46" for 25 -yr event = 0.310 of = 0.310 af, Atten= 0%, Lag= 0.0 min = 0.310 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 313.90'@ 11.97 hrs Flood Elev= 318.30' Device Routing Invert Outlet Devices #1 Primary 312.35' 18.0" Round Culvert L= 188.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 312.35'/ 311.40' S= 0.0051 7 Cc= 0.900 P:\21-003\eng\calcs\ 21-003 DR -PR Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 21 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=5.85 cfs @ 11.97 hrs HW=313.86' TW=310.56' (Dynamic Tailwater) L1=Culvert (Inlet Controls 5.85 cfs @ 3.31 fps) Summary for Pond P3: CB -2A Inflow Area = 1.153 ac, 60.01% Impervious, Inflow = 3.98 cfs @ 11.97 hrs, Volume Outflow = 3.98 cfs @ 11.97 hrs, Volume Primary = 3.98 cfs @ 11.97 hrs, Volume Inflow Depth = 2.10" for 25 -yr event = 0.202 of = 0.202 af, Atten= 0%, Lag= 0.0 min = 0.202 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 314.95'@ 11.98 hrs Flood Elev= 317.85' Device Routing Invert Outlet Devices #1 Primary 313.60' 15.0" Round Culvert L= 198.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 313.60'/ 312.60' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=3.86 cfs @ 11.97 hrs HW=314.92' TW=313.86' (Dynamic Tailwater) L1=Culvert (Outlet Controls 3.86 cfs @ 3.72 fps) Summary for Pond P4: CB -3A Inflow Area = 0.427 ac, 85.87% Impervious, Inflow = 2.37 cfs @ 11.96 hrs, Volume Outflow = 2.37 cfs @ 11.96 hrs, Volume Primary = 2.37 cfs @ 11.96 hrs, Volume Inflow Depth = 3.41" for 25 -yr event = 0.121 of = 0.121 af, Atten= 0%, Lag= 0.0 min = 0.121 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 316.13'@ 11.96 hrs Flood Elev= 318.00' Device Routing Invert Outlet Devices #1 Primary 315.00' 12.0" Round Culvert L= 223.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.00'/ 313.88' S=0.00507 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Primary OutFlow Max=2.30 cfs @ 11.96 hrs HW=316.09' TW=314.92' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 2.30 cfs @ 2.93 fps) Summary for Pond P5: CB -1 B Inflow Area = 3.338 ac, 99.41% Impervious, Inflow = 20.75 cfs @ 11.96 hrs, Volume Outflow = 20.75 cfs @ 11.96 hrs, Volume Primary = 20.75 cfs @ 11.96 hrs, Volume Inflow Depth = 4.23" for 25 -yr event = 1.178 of = 1.178 af, Atten= 0%, Lag= 0.0 min = 1.178 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 312.97'@ 11.96 hrs Flood Elev= 315.15' Device Routing Invert Outlet Devices #1 Primary 310.50' 30.0" Round Culvert L= 193.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 310.50'/ 309.50' S=0.00527 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 4.91 sf Primary OutFlow Max=20.30 cfs @ 11.96 hrs HW=312.92' TW=310.52' (Dynamic Tailwater) L1=Culvert (Inlet Controls 20.30 cfs @ 4.18 fps) P:\21-003\eng\calcs\ 21-003 DR -PR Type 11 24 -hr 25 -yr Rainfall=4.51 " Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 22 Summary for Pond P6: CB -2B Inflow Area = 2.297 ac, 99.14% Impervious, Inflow = 14.26 cfs @ 11.96 hrs, Volume Outflow = 14.26 cfs @ 11.96 hrs, Volume Primary = 14.26 cfs @ 11.96 hrs, Volume Inflow Depth = 4.22" for 25 -yr event = 0.807 of = 0.807 af, Atten= 0%, Lag= 0.0 min = 0.807 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 314.33'@ 11.96 hrs Flood Elev= 315.10' Device Routing Invert Outlet Devices #1 Primary 311.90' 24.0" Round Culvert L= 175.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 311.90'/ 311.00' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 3.14 sf Primary OutFlow Max=13.91 cfs @ 11.96 hrs HW=314.27' TW=312.92' (Dynamic Tailwater) L1=Culvert (Inlet Controls 13.91 cfs @ 4.43 fps) Summary for Pond P7: CB -3B Inflow Area = 1.248 ac, 98.42% Impervious, Inflow = 7.72 cfs @ 11.96 hrs, Volume Outflow = 7.72 cfs @ 11.96 hrs, Volume Primary = 7.72 cfs @ 11.96 hrs, Volume Inflow Depth = 4.17" for 25 -yr event = 0.433 of = 0.433 af, Atten= 0%, Lag= 0.0 min = 0.433 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 315.46'@ 11.99 hrs Flood Elev= 315.92' Device Routing Invert Outlet Devices #1 Primary 312.90' 18.0" Round Culvert L= 95.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 312.90'/ 312.40' S=0.00537 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=6.38 cfs @ 11.96 hrs HW=315.18' TW=314.27' (Dynamic Tailwater) L1=Culvert (Inlet Controls 6.38 cfs @ 3.61 fps) Summary for Pond P8: CB -4B Inflow Area = 0.590 ac, 96.66% Impervious, Inflow Depth = 4.05" for 25 -yr event Inflow = 3.61 cfs @ 11.96 hrs, Volume= 0.199 of Outflow = 3.61 cfs @ 11.96 hrs, Volume= 0.199 af, Atten= 0%, Lag= 0.0 min Primary = 3.61 cfs @ 11.96 hrs, Volume= 0.199 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 316.81'@ 11.96 hrs Flood Elev= 318.85' Device Routing Invert Outlet Devices #1 Primary 315.60' 15.0" Round Culvert L= 239.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.60'/ 314.55' S=0.00447 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=3.53 cfs @ 11.96 hrs HW=316.79' TW=315.18' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 3.53 cfs @ 2.93 fps) Summary for Link L1: DP -1 Inflow Area = 8.087 ac, 53.58% Impervious, Inflow Depth = 0.03" for 25 -yr event Inflow = 0.03 cfs @ 13.57 hrs, Volume= 0.022 of Primary = 0.03 cfs @ 13.57 hrs, Volume= 0.022 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HvdroCAD@ 10.10-5a s/n 09886 @2020 HvdroCAD Software Solutions LLC Paae 23 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 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 SubcatchmentS1: SC -100 Runoff Area=101.869 sf 0.00% Impervious Runoff Depth=0.48" Flow Length=404' Tc=18.2 min CN=39 Runoff=0.50 cfs 0.094 of SubcatchmentS11: SC -200 Runoff Area=84.343 sf 23.91% Impervious Runoff Depth=0.92" Flow Length=1,034' Tc=17.4 min UI Adjusted CN=46 Runoff=1.51 cfs 0.149 of SubcatchmentS2: SC -101 Runoff Area=39.094 sf 0.00% Impervious Runoff Depth=0.48" Tc=6.0 min CN=39 Runoff=0.36 cfs 0.036 of SubcatchmentS3: SC -101.1 Runoff Area=15.667 sf 89.79% Impervious Runoff Depth=5.20" Tc=6.0 min CN=92 Runoff=2.92 cfs 0.156 of SubcatchmentS4: SC -101.2 RunoffArea=31.625 sf 44.80% Impervious Runoff Depth=2.45" Tc=6.0 min CN=65 Runoff=3.09 cfs 0.148 of SubcatchmentS5: SC -101.3 Runoff Area=18.597 sf 85.87% Impervious Runoff Depth=4.97" Tc=6.0 min CN=90 Runoff=3.37 cfs 0.177 of SubcatchmentS6: SC -101.4 Runoff Area=45.343 sf 100.00% Impervious Runoff Depth=5.89" Tc=6.0 min CN=98 Runoff=8.85 cfs 0.511 of SubcatchmentS7: SC -101.5 Runoff Area=45.688 sf 100.00% Impervious Runoff Depth=5.89" Tc=6.0 min CN=98 Runoff=8.92 cfs 0.515 of SubcatchmentS8: SC -101.6 Runoff Area=28.687 sf 100.00% Impervious Runoff Depth=5.89" Tc=6.0 min CN=98 Runoff=5.60 cfs 0.323 of SubcatchmentS9: SC -101.7 Runoff Area=25.682 sf 96.66% Impervious Runoff Depth=5.66" Tc=6.0 min CN=96 Runoff=4.96 cfs 0.278 of Pond P1: Infiltration Basin Peak EIev=311.80' Storage=39.534 cf Inflow=37.82 cfs 2.144 of Discarded=3.43 cfs 2.144 of Primary=0.00 cfs 0.000 of Outflow=3.43 cfs 2.144 of Pond P2: CB -1A Peak EIev=315.02' Inflow=9.33 cfs 0.481 of 18.0" Round Culvert n=0.012 L=188.0' S=0.0051 T Outflow=9.33 cfs 0.481 of Pond P3: CB -2A Peak EIev=317.25' Inflow=6.42 cfs 0.325 of 15.0" Round Culvert n=0.012 L=198.0' S=0.0051 T Outflow=6.42 cfs 0.325 of Pond P4: CB -3A Peak EIev=318.54' Inflow=3.37 cfs 0.177 of 12.0" Round Culvert n=0.012 L=223.0' S=0.0050'/' Outflow=3.37 cfs 0.177 of Pond P5: CB -1 B Peak EIev=314.05' Inflow=28.32 cfs 1.627 of 30.0" Round Culvert n=0.012 L=193.0' S=0.0052'/' Outflow=28.32 cfs 1.627 of Pond P6: CB -2B Peak EIev=316.38' Inflow=19.47 cfs 1.116 of 24.0" Round Culvert n=0.012 L=175.0' S=0.0051 T Outflow=19.47 cfs 1.116 of Pond P7: CB -3B Peak EIev=317.95' Inflow=10.56 cfs 0.601 of 18.0" Round Culvert n=0.012 L=95.0' S=0.0053'/' Outflow=10.56 cfs 0.601 of Pond P8: CB -4B Peak EIev=318.65' Inflow=4.96 cfs 0.278 of 15.0" Round Culvert n=0.012 L=239.0' S=0.0044'/' Outflow=4.96 cfs 0.278 of Link L1: DP -1 Inflow=0.50 cfs 0.094 of Primary=0.50 cfs 0.094 of Total Runoff Area = 10.023 ac Runoff Volume = 2.387 of Average Runoff Depth = 2.86" 52.15% Pervious = 5.227 ac 47.85% Impervious = 4.796 ac P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 24 Summary for Subcatchment S1: SC -100 Runoff = 0.50 cfs @ 12.20 hrs, Volume= 0.094 af, Depth= 0.48" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 101,869 39 >75% Grass cover, Good, HSG A 101,869 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.8 100 0.0510 0.11 Sheet Flow, 20,167 23.91% Impervious Area 20,167 Woods: Light underbrush n= 0.400 P2= 2.80" 2.4 304 0.0940 2.15 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 18.2 404 Total Summary for Subcatchment S11: SC -200 Runoff = 1.51 cfs @ 12.14 hrs, Volume= 0.149 af, Depth= 0.92" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Adj Description 64,176 39 >75% Grass cover, Good, HSG A 20,167 98 Unconnected pavement, HSG A 84,343 53 46 Weighted Average, UI Adjusted 64,176 0.19 76.09% Pervious Area 20,167 23.91% Impervious Area 20,167 Grass: Dense n= 0.240 P2= 2.80" 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 100 0.0760 0.19 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 8.5 934 0.0150 1.84 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 17.4 1,034 Total Summary for Subcatchment S2: SC -101 Runoff = 0.36 cfs @ 12.02 hrs, Volume= 0.036 af, Depth= 0.48" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 39,094 39 >75% Grass cover, Good, HSG A 39,094 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 25 Summary for Subcatchment S3: SC -101.1 Runoff = 2.92 cfs @ 11.96 hrs, Volume= 0.156 af, Depth= 5.20" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 1,599 39 >75% Grass cover, Good, HSG A 14,068 98 Unconnected pavement, HSG A 15,667 92 Weighted Average 1,599 10.21% Pervious Area 14,068 89.79% Impervious Area 14,068 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S4: SC -101.2 Runoff = 3.09 cfs @ 11.98 hrs, Volume= 0.148 af, Depth= 2.45' Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 17,456 39 >75% Grass cover, Good, HSG A 14,169 98 Unconnected pavement, HSG A 31,625 65 Weighted Average 17,456 55.20% Pervious Area 14,169 44.80% Impervious Area 14,169 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S5: SC -101.3 Runoff = 3.37 cfs @ 11.96 hrs, Volume= 0.177 af, Depth= 4.97" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 2,628 39 >75% Grass cover, Good, HSG A 15,969 98 Unconnected pavement, HSG A 18,597 90 Weighted Average 2,628 14.13% Pervious Area 15,969 85.87% Impervious Area 15,969 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S6: SC -101.4 Runoff = 8.85 cfs @ 11.96 hrs, Volume= 0.511 af, Depth= 5.89" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type 11 24 -hr 100 -yr Rainfall=6.13" P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 26 Area (sf) CN Description 45,343 98 Unconnected pavement, HSG A 45,343 100.00% Impervious Area 45,343 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S7: SC -101.5 Runoff = 8.92 cfs @ 11.96 hrs, Volume= 0.515 af, Depth= 5.89" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 45,688 98 Unconnected pavement, HSG A 45,688 100.00% Impervious Area 45,688 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S8: SC -101.6 Runoff = 5.60 cfs @ 11.96 hrs, Volume= 0.323 af, Depth= 5.89" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 28,687 98 Unconnected pavement, HSG A 28,687 100.00% Impervious Area 28,687 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment S9: SC -101.7 Runoff = 4.96 cfs @ 11.96 hrs, Volume= 0.278 af, Depth= 5.66" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.13" Area (sf) CN Description 24,824 98 Unconnected pavement, HSG A 858 39 >75% Grass cover, Good, HSG A 25,682 96 Weighted Average 858 3.34% Pervious Area 24,824 96.66% Impervious Area 24,824 100.00% Unconnected Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 27 Summary for Pond P1: Infiltration Basin Inflow Area = 5.748 ac, 75.38% Impervious, Inflow = 37.82 cfs @ 11.96 hrs, Volume Outflow = 3.43 cfs @ 12.45 hrs, Volume Discarded = 3.43 cfs @ 12.45 hrs, Volume Primary = 0.00 cfs @ 0.00 hrs, Volume Inflow Depth = 4.48" = 2.144 of = 2.144 af, = 2.144 of = 0.000 of for 100 -yr event Atten= 91 %, Lag= 29.3 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 311.80'@ 12.45 hrs Surf.Area= 29,630 sf Storage= 39,534 cf Flood Elev= 312.00' Surf.Area= 30,011 sf Storage= 43,410 cf Plug -Flow detention time= 158.2 min calculated for 2.143 of (100% of inflow) Center -of -Mass det. time= 158.2 min ( 917.1 - 758.9 ) Volume Invert Avail.Storage Storage Description #1 306.00' Inflow = 6,639 cf Forebay (Irregular)Listed below (Recalc) -Impervious #2 309.00' Outflow = 18,010 cf Basin (Irregular) Listed below (Recalc) #3 311.00' Primary = 39,447 cf Addt'I Storage (Irregular)Listed below (Recalc) 11.97 hrs, Volume 64,097 cf Total Available Storage Elevation Surf.Area Perim. Voids Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (%) (cubic -feet) (cubic -feet) (sq -ft) 306.00 2,983 220.0 0.0 0 0 2,983 310.00 6,167 308.2 0.0 0 0 6,838 311.00 7,123 329.1 100.0 6,639 6,639 7,945 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 309.00 7,767 400.5 0 0 7,767 311.00 10,303 444.8 18,010 18,010 10,864 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 311.00 17,829 623.2 0 0 17,829 313.00 21,681 660.9 39,447 39,447 21,890 Device Routing Invert Outlet Devices #1 Discarded 309.00' 5.000 in/hr Exfiltration over Horizontal area #2 Primary 312.00' 5.0' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=3.43 cfs @ 12.45 hrs HW=311.80' (Free Discharge) L1=Exfiltration (Exfiltration Controls 3.43 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=306.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) Summary for Pond P2: CB -1A Inflow Area = 1.513 ac, 67.09% Impervious, Inflow = 9.33 cfs @ 11.97 hrs, Volume Outflow = 9.33 cfs @ 11.97 hrs, Volume Primary = 9.33 cfs @ 11.97 hrs, Volume Inflow Depth = 3.81" for 100 -yr event = 0.481 of = 0.481 af, Atten= 0%, Lag= 0.0 min = 0.481 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 315.02'@ 11.97 hrs Flood Elev= 318.30' Device Routing Invert Outlet Devices #1 Primary 312.35' 18.0" Round Culvert L= 188.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 312.35'/ 311.40' S= 0.0051 7 Cc= 0.900 P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 28 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=9.05 cfs @ 11.97 hrs HW=314.91' TW=311.09' (Dynamic Tailwater) L1=Culvert (Inlet Controls 9.05 cfs @ 5.12 fps) Summary for Pond P3: CB -2A Inflow Area = 1.153 ac, 60.01% Impervious, Inflow = 6.42 cfs @ 11.97 hrs, Volume Outflow = 6.42 cfs @ 11.97 hrs, Volume Primary = 6.42 cfs @ 11.97 hrs, Volume Inflow Depth = 3.38" for 100 -yr event = 0.325 of = 0.325 af, Atten= 0%, Lag= 0.0 min = 0.325 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 317.25'@ 11.99 hrs Flood Elev= 317.85' Device Routing Invert Outlet Devices #1 Primary 313.60' 15.0" Round Culvert L= 198.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 313.60'/ 312.60' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=5.65 cfs @ 11.97 hrs HW=316.83' TW=314.91' (Dynamic Tailwater) L1=Culvert (Outlet Controls 5.65 cfs @ 4.61 fps) Summary for Pond P4: CB -3A Inflow Area = 0.427 ac, 85.87% Impervious, Inflow = 3.37 cfs @ 11.96 hrs, Volume Outflow = 3.37 cfs @ 11.96 hrs, Volume Primary = 3.37 cfs @ 11.96 hrs, Volume Inflow Depth = 4.97" for 100 -yr event = 0.177 of = 0.177 af, Atten= 0%, Lag= 0.0 min = 0.177 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 318.54'@ 12.01 hrs Flood Elev= 318.00' Device Routing Invert Outlet Devices #1 Primary 315.00' 12.0" Round Culvert L= 223.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.00'/ 313.88' S=0.00507 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf Primary OutFlow Max=2.26 cfs @ 11.96 hrs HW=317.76' TW=316.75' (Dynamic Tailwater) L1=Culvert (Outlet Controls 2.26 cfs @ 2.88 fps) Summary for Pond P5: CB -1 B Inflow Area = 3.338 ac, 99.41% Impervious, Inflow = 28.32 cfs @ 11.96 hrs, Volume Outflow = 28.32 cfs @ 11.96 hrs, Volume Primary = 28.32 cfs @ 11.96 hrs, Volume Inflow Depth = 5.85" for 100 -yr event = 1.627 of = 1.627 af, Atten= 0%, Lag= 0.0 min = 1.627 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 314.05'@ 11.96 hrs Flood Elev= 315.15' Device Routing Invert Outlet Devices #1 Primary 310.50' 30.0" Round Culvert L= 193.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 310.50'/ 309.50' S=0.00527 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 4.91 sf Primary OutFlow Max=27.67 cfs @ 11.96 hrs HW=313.95' TW=311.05' (Dynamic Tailwater) L1=Culvert (Inlet Controls 27.67 cfs @ 5.64 fps) P:\21-003\eng\calcs\ 21-003 DR -PR Type 1124 -hr 100 -yr Rainfall=6.13" Prepared by Verity Engineering, D.P.C. Printed 4/15/2021 HydroCAD@ 10.10-5a s/n 09886 @2020 HydroCAD Software Solutions LLC Paoe 29 Summary for Pond P6: CB -2B Inflow Area = 2.297 ac, 99.14% Impervious, Inflow = 19.47 cfs @ 11.96 hrs, Volume Outflow = 19.47 cfs @ 11.96 hrs, Volume Primary = 19.47 cfs @ 11.96 hrs, Volume Inflow Depth = 5.83" for 100 -yr event = 1.116 of = 1.116 af, Atten= 0%, Lag= 0.0 min = 1.116 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 316.38'@ 11.99 hrs Flood Elev= 315.10' Device Routing Invert Outlet Devices #1 Primary 311.90' 24.0" Round Culvert L= 175.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 311.90'/ 311.00' S= 0.0051 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 3.14 sf Primary OutFlow Max=16.89 cfs @ 11.96 hrs HW=315.95' TW=313.95' (Dynamic Tailwater) L1=Culvert (Inlet Controls 16.89 cfs @ 5.38 fps) Summary for Pond P7: CB -3B Inflow Area = 1.248 ac, 98.42% Impervious, Inflow = 10.56 cfs @ 11.96 hrs, Volume Outflow = 10.56 cfs @ 11.96 hrs, Volume Primary = 10.56 cfs @ 11.96 hrs, Volume Inflow Depth = 5.78" for 100 -yr event = 0.601 of = 0.601 af, Atten= 0%, Lag= 0.0 min = 0.601 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 317.95'@ 12.00 hrs Flood Elev= 315.92' Device Routing Invert Outlet Devices #1 Primary 312.90' 18.0" Round Culvert L= 95.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 312.90'/ 312.40' S=0.00537 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=7.66 cfs @ 11.96 hrs HW=317.25' TW=315.95' (Dynamic Tailwater) 't--1 =Culvert (Inlet Controls 7.66 cfs @ 4.34 fps) Summary for Pond P8: CB -4B Inflow Area = 0.590 ac, 96.66% Impervious, Inflow Depth = 5.66" for 100 -yr event Inflow = 4.96 cfs @ 11.96 hrs, Volume= 0.278 of Outflow = 4.96 cfs @ 11.96 hrs, Volume= 0.278 af, Atten= 0%, Lag= 0.0 min Primary = 4.96 cfs @ 11.96 hrs, Volume= 0.278 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 318.65'@ 12.03 hrs Flood Elev= 318.85' Device Routing Invert Outlet Devices #1 Primary 315.60' 15.0" Round Culvert L= 239.0' CPP, projecting, no headwall, Ke= 0.900 Inlet/ Outlet Invert= 315.60'/ 314.55' S=0.00447 Cc= 0.900 n=0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=2.56 cfs @ 11.96 hrs HW=317.70' TW=317.25' (Dynamic Tailwater) L1=Culvert (Outlet Controls 2.56 cfs @ 2.08 fps) Summary for Link L1: DP -1 Inflow Area = 8.087 ac, 53.58% Impervious, Inflow Depth = 0.14" for 100 -yr event Inflow = 0.50 cfs @ 12.20 hrs, Volume= 0.094 of Primary = 0.50 cfs @ 12.20 hrs, Volume= 0.094 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Appendix K Weekly Inspection Form Stormwater Pollution Prevention Plan (SWPPP) K 00 Skyward Drive April 2021 `Verity SITE INFORMATION SWPPP INSPECTION REPORT Report Submitted: Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12180 518.389.7200 1 verityeng.com DATE & TIME: PROJECT: LOCATION: Contractor CONTRACTOR: JOB NO.: OWNER: WEATHER: Cloudy SOIL: Wet CONSTRUCTION OBSERVATIONS: DISTRIBUTION: ❑ Owner ❑ Contractor ❑ Municipality ❑ Site Supt. Date: Date: Date: Date: Site Inspector/ Qualified Professional: Site Inspector: sign print sign print Page i of 7 SITE MAP: Page 2 of 7 SITE OBSERVATION REPORT Date: Initials: Project: Y/N Maintaining Water Quality n/a Is there an increase in turbidity causing a substantial visible contrast to natural conditions? n/a Is there residue from oil and floating substances, visible oil film, or globules or grease? n/a All disturbances are within the limits of the approved plans. n/a Have receiving lake/bay, stream, and/or wetland been impacted by silt from the project? Y/N General Site Conditions n/a Is construction site litter and debris appropriately managed? n/a Are facilities and equipment necessary for implementation of erosion and sediment control in working order? n/a Is construction impacting the adjacent property? n/a Is dust adequately controlled? Y/N Temporary Stream Crossing n/a Maximum diameter pipes necessary to span creek without dredging are installed? n/a Installed non -woven geotextile fabric beneath approaches. n/a Is fill composed of aggregate (no earth or soil)? n/a Rock on approaches is clean enough to remove mud from vehicles & prevent sediment from entering stream during high flow. Y/N Excavation Dewatering n/a Upstream and downstream berms (sandbags, inflatable dams, etc.) are installed per plan. n/a Clean water from upstream pool is being pumped to the downstream pool. n/a Sediment laden water from work area is being discharged to a silt -trapping device. n/a Constructed upstream berm with one -foot minimum freeboard. Y/N Level Spreader n/a Installed per plan. n/a Constructed on undisturbed soil, not on fill, receiving only clear, non -sediment laden flow. n/a Flow sheets out of level spreader without erosion on downstream edge. Y/N Interceptor Dikes and Swales n/a Installed per plan with minimum side slopes aH:iV or flatter. n/a Stabilized by geotextile fabric, seed, or mulch with no erosion occurring. n/a Sediment -laden runoff directed to sediment trapping structure. Y/N Stone Check Dam n/a Is channel stable? (flow is not eroding soil underneath or around the structure) n/a Are check dams installed? n/a Check is in good condition (rocks in place and no permanent pools behind the structure). n/a Has accumulated sediment been removed? Y/N Rock Outlet Protection n/a Installed per plan. n/a Installed concurrently with pipe installation. Page 3 of 7 SITE OBSERVATION REPORT Y/N Topsoil and Spoil Stockpiles n/a Stockpiles are stabilized with vegetation and/or mulch. n/a Sediment control is installed at the toe of slope. Date: Initials: Project: Y/N Re -vegetation n/a Temporary seeding and mulch have been applied to idle areas. n/a 4 -inches minimum of topsoil has been applied under permanent seeding. Y/N Stabilized Construction Entrance n/a Is there a construction entrance? n/a Installed per standards andspecifications? n/a Stone is clean enough to effectively remove mud from vehicles. n/a Does all traffic use the stabilized entrance to enter and leave the site? Fn -/a Is adequate drainage provided to prevent ponding at entrance? YEN Silt Fence n/a Installed on contour, io feet from toe of slope (not across conveyance channels). n/a Joints constructed by wrapping the two ends together for continuous support. n/a Fabric is buried 6 -inches minimum. n/a Posts are stable, fabric is tight and without rips or frayed areas. n/a Is silt fence installed in all areas required? Estimated Sediment accumulation is _% of design capacity. Y/N Storm Drain Inlet Protection n/a Is storm drain inlet protection provided where applicable? Installed per specifications and details? (see below) n/a Excavated - (1'- i' depth, weep holes, gravel filter, min. size: gooft3/acre) n/a Fabric - (Posts are stable, fabric is tight, i' embedment) n/a Stone and Block - (1'- i' height, blocks oriented for dewatering, stone) n/a Curb - (wire mesh, fabric, and stone) Estimated Sediment accumulation is _% of design capacity. Y/N Temporary Sediment Trap n/a Outlet structure is constructed per the approved plan or drawing. n/a Geotextile fabric has been placed beneath rock fill. Estimated Sediment accumulation is _% of design capacity. Y/N Temporary Sediment Basin n/a Basin and outlet structure constructed per the approved plan. n/a Basin side slopes are stabilized with seed/mulch. n/a Drainage structure flushed and basin surface restored upon removal of sediment basin facility. Estimated Sediment accumulation is _% of design capacity. Page 4 of 7 SITE OBSERVATION REPORT Discharge Point Summary: Surface Water Body Condition: Post -Construction SMPs: Current Corrective Actions: Previous Corrective Actions: General Comments: Date: Initials: Project: Page 5 of 7 PHOTO LOG Date: Initials: Project: PHOTO #i: PHOTO #z J Page 6 of 7 PHOTO LOG Date: Initials: Project: PHOTO #3: PHOTO #A: J Page 7 of 7 Appendix L Post -Construction Operation and Maintenance Checklist Stormwater Pollution Prevention Plan (SWPPP) L 00 Skyward Drive April 2021 An infiltration practice that stores the water quality volume in a shallow depression, before it is infiltrated into the ground. Drainage Issues: 1. Maintain contributing drainage area. - Remove trash and debris and dispose off site, as required. -Stabilize and mow area as required. Remove clippings. - Ensure that activities in the drainage area minimize oil/grease and sediment entry to the system. 2. Inspect the Inlet structure (Location B) and pretreatment devices, such as stilling basin (Location C), concrete level spreader (Location D), and grass channel (Location E). - Remove debris manually and dispose off-site, as required. - Note any channels, soil exposure, or other evidence of erosion and stabilize for further maintenance. - Note any cracks in pipe, headwall/concrete pipe collar, and concrete level spreader. - Note any displaced field stone. Remove as required. 3. Inspect the outlet structure (riser box at Locatlan H) and outfall (Location 1). a. Riser Box - Remove debris manually and dispose off-site, as required. - Note any cracks/damage to riser/barrel (see critical maintenance issues ll b. Outfall - Remove accumulated debrislfloatables near the outfall spillway approach and discharge channels manually or by other approved means; as required. Dispose of debris off-site. - Note any displaced field stone. Remove as required. 4. Inspect Infiltration basin (Location F). - Remove debris manually and dispose off-site, as required. - Note dewatering time. Facility should drain completely within 24-48 hours of a storm event. If clogging occurs, remove sediment and cleanout underdrain (refer to Item 2 of Long Term Measures). 5. Inspect the emergency spillway (Location J). - Vegetated emergency spillway channels should be mowed and should not be cut to less than 6 to 8 inches in height. - The emergency spillway approach and discharge channels should be cleared of brush and other woody growth. - After any flow has passed through the emergency spillway, the spillway crest (control section) and exit channel should be inspected for erosion. Note location of any eroded areas. Stabilize for further maintenance. 5. Inspect adjacent catch basin grates and manhole cavern. - Remove accumulated debris; dispose off-site. * Facility abbreviations refer to 2003 NYSDEC Stormwater Design Manual practice labels MAJOR AREAS OF PRACTICE A. Maintenance Aocessway B. Inlet Structure C. Stilling Basin D. Concrete Level Spreader E. Grass Channel F. Infiltration Basin Area G. Underdrain H. Outlet Structure I. Outfall J. Emergency Spillway SIDE A Landscaping: 7. Inspect overall condition of vegetation onsite. Remove vegetative invasives manually, ensuring root removal, to the extent possible. Refer to Appendix 1: New York State Invasive Plants for key species. Note any significant establishment for future removal/maintenance. Relocate rodents and/or provide exclusion devices, as required. Trim shrubs and cut grass along street frontages, as required. Dispose of clippings off-site. -Mow grassed areas as required. Mow only when surface is dry to avoid rutting. Dispose of clippings off site. Perimeter Treatment (perimeter boundaries not shown on figures): S. Inspect overall condition of the perimeter treatment Items. Remove accumulated litter/debris by hand, dispose off-site. Secure gates, guiderails, signs, and boulders, as required. Drainage Issues: 1. Inspect the inlet structure (Location B), and pretreatment devices, such as stilling basin (Location C), concrete level spreader (Location D), and grass channel (Location E). Repair/reinforce eroded areas, as required. Repair cracks/damaged stones on headwa1I, as required. Repair cracks in pipe, concrete pipe col lar, or concrete level spreader, as required. Replace displaced field stone, as required. 1) Risers and barrels Presence of corrosion Weld joint weakness Valves operational Security key in known location Clogging of barrel outlets 2) Embankments - No rodents - No trees and shrubs - No seepage and settlement 2. Inspect the outlet structure (Location H). Repair cracksi(damage to concrete riser box, as required. Replace displaced field stone in outfall, as required. 3. Inspect the emergency spillway (Location J). - Repair and stabilize eroded areas in the exit channel as required. 4. Inspect for unstable embankments, - Repair/reinforce unstable embankments using field stone, plantings, etc. Landscaping: 5. Inspect for plant mortality. - Remove dead plants by hand; dispose off-site; replant as required. - Remove trees that start to grow in the vicinity of the basin (Location F), and dispose off site, as required. - Note any bare areas. Cultivate soil and revegetate as required. Introduce alternative plantings, as required. 6. Inspect for significant establishment of invasives and develop an area -wide plan for removal. 7. Inspect for herbivore damage. Repair burrowsidamage created by rodents, as required. Introduce alternative plantings, as required. Perimeter Treatment (perimeter boundaries not shown on figures): 8. Lubricate locks and hinges on gates, as required. 9. Refurbish or mow accessway, as required. 10. Inspect and repair damaged sidewalks, fencing, guiderail, and signs, as required. Drainage Issues: 1. Remove sediment from stilling basin and adjacent catch basins; "vactoring" recommended. 2. Inspect infiltration basin area (Location F) and underdrain (Location G). - If water remains 24 48 hours following a storm event, cleanout underdrain (Location G) and cultivate soils, as required: ■ Close valve at end of underdrain pipe, near riser box. ■ Attach a standard compressor and fitting to first cleanout and run compressed air through pipe. Repeat for all remaining connections until grass turf above underdrain is sufficiently broken up. ■ Remove compressor hose and fitting. Restore valve to original setting. ■ Till and revegetate disturbed soil. -Note sediment accumulation. Remove sediment manually when sediment is dry (visible cracks) and readily separates from basin floor. Till and revegetate remaining soil. - Replace plantings or cultivate soils to ensure adequate filtration, as required. 3. If severe clogging occurs and the above measures are not effective: - Remove and replace all media to original specifications or to approved, revised specifications. - Underdrain piping may be reused if in good condition. The stilling basin or other pretreatment device must be dewatered before proceeding with "vactoring' operations. Methodology: 1. Park the'vactor" truck along the maintenance aocessway near the inlet (Location A). The boom should be extended in the direction of the stilling basin. 2. Ensure clear access for a two -person crew down the slope near the stilling basin (Location C). 3. Pump out the water from the stilling basin to the grass channel (Location E) downstream. 4. Proceed with "vactoring" operations. SIDE B PROFILE MAJOR AREAS OF PRACTICE B. Inlet Structure E. Grass Channel C. Stilling Basin F. Infiltration Basin Area D. Concrete Level Spreader G. Underdrain AHTFSLEP CaLLXR WJJ FILTER UQPHRAGW H. Outlet Structure I. Outfall Methodology: 1. Connect the 'tractor" truck to an approved nearby source of clean water for "vactoring" purposes. 2. Unwind the water jet hose reel and place it down the slope of the stilling basin (Location C). Use hose to loosen the accumulated sediment. 3. Place the flexible suction hose into the stilling basin (Location Q. 4. Perform "vectoring" operations by simultaneously using the suction arm and water jet hose to remove slurry Paperwork and Reporting until the rip -rap base is reached. EL 5. Continue slurry removal until capacity of "vector" truck 1) Refer to site specific SWPPP and is reached. regulated MS4 for reporting 6. Stop "vectoring' work. Dispose of slurry off-site. requirements related to 7. Repeat Steps 1-6 until all the sediment has been maintenance removed. 2) Report practice failures to owner - 8. After "vectoring" work is complete, carefully remove the operator and relevant regulated flexible suction hose and the water jet hose from stilling MS4 basin, and transport them back to the truck. 9. Inspect the accessway and adjacent area for damage, such as dislodged field stone, wood chips, etc., and Maintenance Considerations refurbish as required. During - Erosion and Sediment Control Note: Secure locks on gates as necessary . Inlet/Outlet Protection prior to exiting site. . Sediment Removal - Pretreatment Devices - Underdrains - Landscaping - Mechanical Issues . Riser/Barrel Outlet Structure - Maintenance Access - Cold Climate Considerations Stormwater Maintenance Inspection Checklist Infiltration Basin (I-2) Project: Location: Site Status: Date: Time: Inspector: Satisfactory/ Maintenance Item Unsatisfactory Comments Infiltration Basin # 1) Embankment and emergency spillway (Biannual, After Major Storms): i) Vegetation and ground cover adequate ii) Embankment erosion iii) Unauthorized planting iv) Cracking, bulging, or sliding of fill/banks (a) Upstream face (b) Downstream face (c) At or beyond toe 1. Downstream 2. Upstream (d) Emergency spillway v) Seeps/leaks on downstream face vi) Slope protection or riprap failure vii) Spillway clear of obstructions and debris viii)Other (specify) 2) Pretreatment Area, if applicable (Biannual): i) Depth of Sediment ii) Accumulated debris iii) Side slope erosion iv) Inlet swale erosion v) Condition of grass outlet Satisfactory/ Maintenance Item Unsatisfactory Comments 3) Basin (Monthly, After Major Storms): i) Accumulated debris ii) Erosion, rills, etc. iii) Growth in basin floor iv) Condition of grass 4) Outlet Control Structure (Biannual): i) Inlet protection device ii) Low flow orifice iii) Excessive sediment accumulation iv) Concrete/masonry condition of structure (a) Cracks or displacement (b) Minor spalling (<1") (c) Major spalling (rebars exposed) (d) Joint failures (e) Water tightness v) Outlet pipe condition vi) Underdrain valve functioning 5) Other (As Required): i) Complaints from residents ii) Aesthetics iii) Lawn restoration required iv) Odor v) Any public hazards (specify) vi) Other (specify) Comments: Actions to Take: Stormwater Maintenance Inspection Checklist Closed Drainage System Project: Location: Site Status: Date: Time: Inspector: Satisfactory/ Maintenance Item Unsatisfactory Comments Drainage Structures # Inlet & Outlet Pipes Material Type: HDPE PVC CMP 1. Drainage Structures Condition (Annual) a) Ground surface conditions around structure b) Frame & Grate condition c) Grade rings/bricks condition d) Spalling mortar/infiltration e) Steps condition f) Cracks or displacement g) Minor Spalling (<1") h) Major Spalling (reinforcement exposed) i) Joint failures j) Water tightness k) Other 2. Sediment Accumulation (Spring & Fall) 3. Pipes obstructed (Annual, As Required) a) Debris removal necessary b) Other Satisfactory/ Maintenance Item Unsatisfactory Comments 4. Outlet/inlet pipe conditions (Annual) 5. Other (As Required) a) Complaints from residents b) Aesthetics c) Lawn restoration required d) Odor e) Any public hazards (specify) f) Other (specify) Comments: Actions to Take: Appendix M Erosion and Sediment Control Plans Stormwater Pollution Prevention Plan (SWPPP) M 00 Skyward Drive April 2021 d Ln N 00 N N r-1 r -I N O N O r -I \ Ln O 3 D L7 m O O r -I N d I Ln LU V Q LL Ln / J Lu a 0 I 0 r -I a Q V m 0 0 r -I N / i ` -----------------\------------------------------J STAGE lA i i `-------------------------- STAGE 1B LLLL GENERAL CONSTRUCTION SEQUENCE TOTAL DISTURBANCE _ ±7.16 ACRES PRE -CONSTRUCTION 1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION. 2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS REQUIRED. 3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF ALBANY BUILDING DEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER, AND THE SWPPP MONITORING PROFESSIONAL. 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET PROTECTION, AND CONCRETE WASHOUT. 5. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED FIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM CITY OF SARATOGA BUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT. CONSTRUCTION STAGE 1A ±4.9 ACRES V tl I \mow- u / �i/'- y �� \ /� / / i \ / �\ �� I II ' 11. CONTINUE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING 12. CONTINUE MASS GRADING TO FINE GRADING SLOPES ALONG THE EASTERN PROPERTY LINE. STABILIZE IMMEDIATELY. 13. PROCEED WITH THE CREATION OF THE INFILTRATION BASIN \\\\ �\\ \\C C / / 14. INSTALL CATCH BASINS, ROADWAY SUBBASE AND CURBING. >� 15. INSTALL PAVEMENTS. POST -CONSTRUCTION �0 SKYWARD DRIVE AX ID: 178. 1 61 16. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY LANDS N/F OF MUNTER LAND HOLDINGS LLC STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE ZONING: INDUSTRIAL GENERAL (IND -G)=- /j�DUE TO TRAFFIC. �" 0 USE, VACANT INDUSTRIAL- �( � _ 1 1 - l ry� \ -�. 6 - ' 17. ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT � _ ��- -E - 12' N12 HDPE p \ 60, 1 �� % \ - - -�Fti - ' ' - - - - -- - - _ - - - -2F PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS ✓ / i - - - - - - -35 LF @ 0. 14% \ 'I I STORMWATER COLLECTION DEVICES. 1 _ 18. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER INSTALL AND MAINTAIN 06 \ ��O 'i� / I MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING = G� _ �L�' CONSTRUCTION ENTRANCE C-502�y�- CLEAN RUNOFF. -, •STORMWATER 07 19. PERFORM INAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE 1 �-------- --- __ 5 - W - _ G �` G �� MANAGEMENT C 03 AFFECTED FROM CONSTRUCTION. -� _ � `\ IGNAGE INSTALL AND 03 III 20. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN OF THE CITY OF ALBANY BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. MAINTAIN C 50 THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL 1 12" N12 HDPE _ -[ 1 \1 ` �� ,�0 s� I I SILT FENCE 2.5 INV:315.85 EROSION & SEDIMENT CONTROL PLAN NOTES: .51 LF @ 071so 1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO 0' 40'6V 12" N12 HDPE I 1 1 I 1 1 / tib/ / BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL 33 1�- _ �-1 �' �� Y ` f 30 i 3 S F BE REVIEWED BY A QUALIFIED PROFESSIONAL. 0 � / -I-1 I 36 LF 1.00% HDPE � 0.51 ° o� \ 2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A / _'T- r- i 1 I I 1 I �y/ 320 / QUALIFIED PROFESSIONAL. ti0 -I`1 I 1 I �' 1 I 1 Oh / y '� 170 NDP INV:311.50 / 1Z, NlZ HDPE o - �� L 3 O• _ CF @ 0 E / r7 3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING � �° I 0� °;' 500 O / CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED LF @ 0.52 j 1 ° 20 O O.....::: '� O 223 LOQ Ito yon ti°?.'�ti�. y' �� / / ��j / r TO, PLACING STRAW BALES AND SILT FENCING AROUND WORK. 4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE 406.00 / _ / / FOREBAY MINIMUM REQUIRED ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON Y � ol° o 3. / / / / '� FIELD CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED / h 3�� \ /� I R� + 00.E .'.•r °'' A LO' 10� / CB -1A (48" DIA.) /I / / / O / / PROFESSIONAL. 0 �O . '.;....:..:. �O ° ti 0 CB -2A (30" X 30") � RIM: 318.30' � I BRIM: 318.10' / INV IN: 312.60' (15")� / L j / o _ �Oj / 5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW II► r)% / i '• � 2.50' � / � INV IN: 315.49' (12") �V OUT: 312.35' (18") � o / / 03 RIPRAP OUTLET J %� O 00 00 / '" YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT _ o / PROTECTION 0 OJ �• CONTROL, LATEST EDITION. ' ✓ / I/ INV IN: 313.85' (12") j / / �/ / C 50 j 10�.yy• �y �y -CB-3A (30" X 30") 02 04 / / / INV OUT: 313.60 (15") o ! / / �� / 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED RIM: 318.00' / / ' III C-50 \C-502// / / / / / �/ / /�/ / PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL 335 I / INV OUT: 315.00 (12 )/ I / / INV.30)�F�0 / j / REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND / INSTALL AND MAINTAIN 02 I / / / / y� �O AS DIRECTED BY A QUALIFIED PROFESSIONAL. CONCRETE WASHOUT C-503 / I / / / '� / #2 PT#2 / ° / .dam / / / / / / � •--1 / // � I 7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE 3� 350' / / VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION OF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE 3� ' @� INFILTRATION y�j• THE AREA TO BE DISTURBED AND TO PREVENT THE CONCENTRATION OF �O. / / / / / BASIN #1 'i STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES. //,1� / O5 8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL 41 GEYSER ROAD °i;�0 / / / / / / / / C-503 BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE TAX ID: 178.-1-33.1 X330 CLASSIFICATION OF THE AREA AS EITHER TO RECEIVE PERMANENT OR LANDS N/F OF / VAN HALL HOLDINGS LLC / / / ' /� :z".'"' // ''i TEMPORARY SEEDING: ZONING: INDUSTRIAL GENERAL (IND -G) / / / / / / / / / / / /� > .:?(, .. . " / / y(0 X�p USE: CONVERTED RESIDENTIAL / / / / / / / / N / / / 9 SEED BED PREPARATION IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A _ O UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE c - - - / OSI �'OS_ FRIABLE AND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND 325 HDPE __ _ / y�' STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED N12 0.51% 3 111 UNNECESSARY THEN PREPARE SEED BED BY SCARIFYING COMPACTED AREAS / r I LIMITS OF / // / / / / / / y�O / - X17 5 F @ / - AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE DISTURBANCE -- / / / / / / � Q� ;�j / _ FOLLOWING SOIL AMENDMENTS: / ° poi / O ° II I (±7.16 ACRES) / 30, ti0 O• O / // 209/ �t� .7 . CB -2B (48" DIA. ) CB -1B (60" DIA.) / `' RIM: 315.10' RIM: 315.15' �1°° I, 00'(�`� 5' WIDE 8.1. LIME TO A Ph OF 6.0 / INV IN: 312.40' (18") INV IN: 311.00' (24") / -O / 0/ / �� / ��O ,5'y� ,�� ,i 3 GRASSED BERM 8.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 r ti ti LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE / / I 32 �j / / / / / INV OUT: 311.90' (24") INV OUT: 310.50' (30") 00 S L/o yt� X SEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE / °� / O �j EQUIPMENT. 15° N12 1,03% TEMPORARY SEEDINGS 3g LF @O / ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER j2 / 3 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING ��o OCTOBER/NOVEMBER. 1457.31 PERMANENT SEEDINGS 6\ CB -3B (48" DIA. ) SEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED y°' RIM: 315.92' 10CONTAINING TAP NK GAT CLOVER LEAST OR ALFALFA. THE SEED MIXENNIAL SHALL RYE GRASS SPREAD AND / -71 INV IN: 313.15' (15") 310 . UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED oM �� INV OUT: 312.90' (18") DEPTH SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BE APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2 TON/ACRE RIM: 318.87' (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA -TACK" OR 408"'0-01 L / -INV OUT: 315.60' (15") 10 GEYSER ROAD EQUIVALENT. 406 7 s- r � \ TAX ID: 178.-1-32.1 00 LANDS N/F OF ROCK 000000-0 / / ZONING: SPRING WATER ( CO. WHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW am / \ USE: LITE INDUSTRIAL MANUFACTURING FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES sop 20"E 410/ / OF GRANULAR FILL AND 4 INCHES OF TOPSOIL. / f�� VV / � j / / ___305 / / / 9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR. 10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET /7, / 6. 7, COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING. MASS GRADE TO CREATE LEVEL AREA FOR FUTURE VEHICLE PARKING AND Troy, New York 12181 518.389.7200 1 verityeng.com DATE: 05/07/2021 BUILDING SLAB. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS .®/ 881 Murray Road Middle Grove, NY 12850 THAT ARE NOT SUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE �L=�� _� WLna TP#1 (313.00) WITHIN APPROVED AREA WITH ADEQUATE PROTECTION. Y 8. STABILIZE GRADING ON THE SOUTH END OF THE BUILDING SLAB AND IN z w 2 4"-16" TOP SOIL/FINE SAND FRONT OF THE BUILDING SLAB TO SKYWARD DRIVE. PROCEED WITH ROUGH w W 16"-29" FINE SAND WITH SOME SILT WITH LITTLE TRACE GRADING AND IMPORTING/EXPORTING OF FILL AS REQUIRED. CONSTRUCT ^ U I..L o Q 30"-84" FINE SAND SEDIMENT TRAP AT LOCATION OF FOREBAY AND CREATE SWALES TO FOREBAY. 0 J U 9. POUR FOUNDATION AND ALLOW 28 DAYS FOR CURING. W 10. TRENCH FOR UTILITIES z H CONSTRUCTION STAGE 1B ±4.6 ACRES V tl I \mow- u / �i/'- y �� \ /� / / i \ / �\ �� I II ' 11. CONTINUE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING 12. CONTINUE MASS GRADING TO FINE GRADING SLOPES ALONG THE EASTERN PROPERTY LINE. STABILIZE IMMEDIATELY. 13. PROCEED WITH THE CREATION OF THE INFILTRATION BASIN \\\\ �\\ \\C C / / 14. INSTALL CATCH BASINS, ROADWAY SUBBASE AND CURBING. >� 15. INSTALL PAVEMENTS. POST -CONSTRUCTION �0 SKYWARD DRIVE AX ID: 178. 1 61 16. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY LANDS N/F OF MUNTER LAND HOLDINGS LLC STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE ZONING: INDUSTRIAL GENERAL (IND -G)=- /j�DUE TO TRAFFIC. �" 0 USE, VACANT INDUSTRIAL- �( � _ 1 1 - l ry� \ -�. 6 - ' 17. ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT � _ ��- -E - 12' N12 HDPE p \ 60, 1 �� % \ - - -�Fti - ' ' - - - - -- - - _ - - - -2F PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS ✓ / i - - - - - - -35 LF @ 0. 14% \ 'I I STORMWATER COLLECTION DEVICES. 1 _ 18. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER INSTALL AND MAINTAIN 06 \ ��O 'i� / I MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING = G� _ �L�' CONSTRUCTION ENTRANCE C-502�y�- CLEAN RUNOFF. -, •STORMWATER 07 19. PERFORM INAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE 1 �-------- --- __ 5 - W - _ G �` G �� MANAGEMENT C 03 AFFECTED FROM CONSTRUCTION. -� _ � `\ IGNAGE INSTALL AND 03 III 20. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN OF THE CITY OF ALBANY BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. MAINTAIN C 50 THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL 1 12" N12 HDPE _ -[ 1 \1 ` �� ,�0 s� I I SILT FENCE 2.5 INV:315.85 EROSION & SEDIMENT CONTROL PLAN NOTES: .51 LF @ 071so 1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO 0' 40'6V 12" N12 HDPE I 1 1 I 1 1 / tib/ / BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL 33 1�- _ �-1 �' �� Y ` f 30 i 3 S F BE REVIEWED BY A QUALIFIED PROFESSIONAL. 0 � / -I-1 I 36 LF 1.00% HDPE � 0.51 ° o� \ 2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A / _'T- r- i 1 I I 1 I �y/ 320 / QUALIFIED PROFESSIONAL. ti0 -I`1 I 1 I �' 1 I 1 Oh / y '� 170 NDP INV:311.50 / 1Z, NlZ HDPE o - �� L 3 O• _ CF @ 0 E / r7 3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING � �° I 0� °;' 500 O / CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED LF @ 0.52 j 1 ° 20 O O.....::: '� O 223 LOQ Ito yon ti°?.'�ti�. y' �� / / ��j / r TO, PLACING STRAW BALES AND SILT FENCING AROUND WORK. 4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE 406.00 / _ / / FOREBAY MINIMUM REQUIRED ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON Y � ol° o 3. / / / / '� FIELD CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED / h 3�� \ /� I R� + 00.E .'.•r °'' A LO' 10� / CB -1A (48" DIA.) /I / / / O / / PROFESSIONAL. 0 �O . '.;....:..:. �O ° ti 0 CB -2A (30" X 30") � RIM: 318.30' � I BRIM: 318.10' / INV IN: 312.60' (15")� / L j / o _ �Oj / 5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW II► r)% / i '• � 2.50' � / � INV IN: 315.49' (12") �V OUT: 312.35' (18") � o / / 03 RIPRAP OUTLET J %� O 00 00 / '" YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT _ o / PROTECTION 0 OJ �• CONTROL, LATEST EDITION. ' ✓ / I/ INV IN: 313.85' (12") j / / �/ / C 50 j 10�.yy• �y �y -CB-3A (30" X 30") 02 04 / / / INV OUT: 313.60 (15") o ! / / �� / 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED RIM: 318.00' / / ' III C-50 \C-502// / / / / / �/ / /�/ / PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL 335 I / INV OUT: 315.00 (12 )/ I / / INV.30)�F�0 / j / REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND / INSTALL AND MAINTAIN 02 I / / / / y� �O AS DIRECTED BY A QUALIFIED PROFESSIONAL. CONCRETE WASHOUT C-503 / I / / / '� / #2 PT#2 / ° / .dam / / / / / / � •--1 / // � I 7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE 3� 350' / / VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION OF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE 3� ' @� INFILTRATION y�j• THE AREA TO BE DISTURBED AND TO PREVENT THE CONCENTRATION OF �O. / / / / / BASIN #1 'i STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES. //,1� / O5 8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL 41 GEYSER ROAD °i;�0 / / / / / / / / C-503 BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE TAX ID: 178.-1-33.1 X330 CLASSIFICATION OF THE AREA AS EITHER TO RECEIVE PERMANENT OR LANDS N/F OF / VAN HALL HOLDINGS LLC / / / ' /� :z".'"' // ''i TEMPORARY SEEDING: ZONING: INDUSTRIAL GENERAL (IND -G) / / / / / / / / / / / /� > .:?(, .. . " / / y(0 X�p USE: CONVERTED RESIDENTIAL / / / / / / / / N / / / 9 SEED BED PREPARATION IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A _ O UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE c - - - / OSI �'OS_ FRIABLE AND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND 325 HDPE __ _ / y�' STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED N12 0.51% 3 111 UNNECESSARY THEN PREPARE SEED BED BY SCARIFYING COMPACTED AREAS / r I LIMITS OF / // / / / / / / y�O / - X17 5 F @ / - AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE DISTURBANCE -- / / / / / / � Q� ;�j / _ FOLLOWING SOIL AMENDMENTS: / ° poi / O ° II I (±7.16 ACRES) / 30, ti0 O• O / // 209/ �t� .7 . CB -2B (48" DIA. ) CB -1B (60" DIA.) / `' RIM: 315.10' RIM: 315.15' �1°° I, 00'(�`� 5' WIDE 8.1. LIME TO A Ph OF 6.0 / INV IN: 312.40' (18") INV IN: 311.00' (24") / -O / 0/ / �� / ��O ,5'y� ,�� ,i 3 GRASSED BERM 8.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 r ti ti LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE / / I 32 �j / / / / / INV OUT: 311.90' (24") INV OUT: 310.50' (30") 00 S L/o yt� X SEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE / °� / O �j EQUIPMENT. 15° N12 1,03% TEMPORARY SEEDINGS 3g LF @O / ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER j2 / 3 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING ��o OCTOBER/NOVEMBER. 1457.31 PERMANENT SEEDINGS 6\ CB -3B (48" DIA. ) SEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED y°' RIM: 315.92' 10CONTAINING TAP NK GAT CLOVER LEAST OR ALFALFA. THE SEED MIXENNIAL SHALL RYE GRASS SPREAD AND / -71 INV IN: 313.15' (15") 310 . UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED oM �� INV OUT: 312.90' (18") DEPTH SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BE APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2 TON/ACRE RIM: 318.87' (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA -TACK" OR 408"'0-01 L / -INV OUT: 315.60' (15") 10 GEYSER ROAD EQUIVALENT. 406 7 s- r � \ TAX ID: 178.-1-32.1 00 LANDS N/F OF ROCK 000000-0 / / ZONING: SPRING WATER ( CO. WHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW am / \ USE: LITE INDUSTRIAL MANUFACTURING FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES sop 20"E 410/ / OF GRANULAR FILL AND 4 INCHES OF TOPSOIL. / f�� VV / � j / / ___305 / / / 9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR. 10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET /7, / TEST PIT L PERFORMED BY: AARON VERA, P.E. MEITO PERFORDBY:AARONVERA, P.E. Troy, New York 12181 518.389.7200 1 verityeng.com DATE: 05/07/2021 DATE: 05/07/2021 .®/ 881 Murray Road Middle Grove, NY 12850 518.584.6174 �L=�� _� WLna TP#1 (313.00) PT#1 22-1/4" IN/HR. Y 0"-4" TOPSOIL C) z w 2 4"-16" TOP SOIL/FINE SAND PT#2 23-1/2" IN/HR. w W 16"-29" FINE SAND WITH SOME SILT WITH LITTLE TRACE ^ U I..L o Q 30"-84" FINE SAND *DESIGN RATE USED: 5" IN /HR (25') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. 11. IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL BE SEEDED AND/OR MULCHED IMMEDIATELY. 12. COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT. GRAPHIC SCALE NO SIGN OF S.H.G.W. 50 0 25 50 100 200 TP#2 (307.50) 0"-4" TOP SOIL 4"-12" TOP SOIL/FINE SAND WITH SOME SILT WITH LITTLE TRACE 12"-40" FINE SAND WITH SOME SILT WITH LITTLE TRACE 40"-84" FINE SAND NO SIGN OF S.H.G.W. ( IN FEET ) 1 inch = 50 ft. Verity Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com /000"N Murer mun�er .®/ 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com WLna LU Ln Y K r C) z w 2 z w W z ^ U I..L o Q 0 � a 0 J U LU oaC W o z H H CL J 0 0 H a a LL Q o H Qv � z w HH 0 ( ^ v i 3 Y IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT- 202 1VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 04/06/2021 m m H V CD Z Z o C:) H F -I � Ln H d � � m V cn =) Ln w D J Q H Z H r -I N \ W N Q 0 Q w GRADING, EROSION, AND SEDIMENT CONTROL C- 121 4 of 10 May 17, 2021 Mr. John E. Munter Munter Enterprises, Inc. 881 Murray Road Middle Grove, NY 12850 Creighton r Manning RE: Traffic Assessment, Skyward Drive Warehouse, Skyward Drive, City of Saratoga Springs, Saratoga County, New York; CM Project No. 121-029 Dear Mr. Munter: Creighton Manning Engineering, LLP (CM) has conducted a traffic assessment for the construction of the Skyward Drive Warehouse facility located on Skyward Drive in the City of Saratoga Springs. The proposed project consists of a new 75,000 square -foot (SF) warehouse building. It is noted this site had previously been evaluated for a 105,000 SF warehouse use which was addressed through a sensitivity analysis prepared by CM in a Traffic Assessment letter dated April 3, 2017 for the SKS Bottle Distribution Plant. This evaluation is based on the proposed "Site and Utility Plan" prepared by Verity Engineering, D.P.C. dated April 6, 2021 (Attachment A). p Figure 1— Project Location 1.0 Project Description and Existing Conditions I + kl The project consists of the construction of a 75,000 SF : Industrial Park Subdivision warehouse on Lot 2 of the Industrial Park Subdivision. It is noted „I that the SKS Bottle Distribution Plant was approved by the City - Lot 5 of Saratoga Springs and constructed on Lot 5. Access to Lot 2 ' will be provided via two proposed full access driveways on Skyward Drive. The project location is shown on Figure 1. !ki Skyward Drive is a two-lane city street classified as an urban local road that is approximately 28 -feet wide. Skyward Drive .; Lot i travels in a north -south direction and provides access to the Industrial Park Subdivision from Geyser Road. The posted speeda� limit is 30 -mph. Land uses along the roadway consist of'= ; • warehousing uses. r �f� e 2.0 Traffic Forecasts & Assessment Site Generated Traffic Trip generation determines the quantity of traffic expected to travel to/from a project site. The Institute of Transportation Engineers (ITE) Trip Generation, 10`" edition, provides trip generation data for various land uses based upon studies of similar existing developments located across the country. Morning and afternoon peak hour trips were estimated in the previous Traffic Assessment letter for Lot 2 using ITE land use code 150 for Warehousing from Trip Generation, 9`" Edition. The trip generation estimate for the proposed construction of a 75,000 SF warehouse on Lot 2 based on current ITE rates and a comparison to the previously evaluated trip generation are shown in Table 1. Creighton Manning Engineering, LLP 1 2 Winners Circle I Albany, NY 12205 1 518.446.0396 1 www.cmellp.com Mr. John E. Munter May 17, 2021 Page 2 of 3 Table 1— Trip Generation Summary (ITE Rates) The trip generation summary shown in Table 1 indicates that the new warehouse will generate 34 AM peak hour trips and 37 PM peak hour trips based on ITE rates. This indicates that the site will generate 51 fewer trips during the AM peak hour and 24 fewer trips during the PM peak hour when compared to the trip generation estimate included in the April 3, 2017 Traffic Assessment letter provided for the original Industrial Park Subdivision approved by the City. In addition, to provide site specific trip generation rates of this warehousing use, an automatic traffic recorder (ATR) was installed on Skyward Drive from Tuesday, May 11, 2021 to Thursday, May 13, 2021 to record traffic volumes of the existing SKS Bottle Distribution Plant located on Lot 5 of the site. The raw traffic count data is included under Attachment B. The ATR data indicates that the 143,083 SF SKS Bottle Distribution Plant generates 36 trips during the AM peak hour and 29 trips during the PM peak hour. This equates to 0.25/1,000 SF trips during the AM peak hour and 0.20/1,000 SF trips during the PM peak hour. These rates were applied to full build -out of Lot 2. The trip generation estimate for the proposed construction of a 75,000 SF warehouse on Lot 2 based on existing trips rates for Lot 5 are shown in Table 2. Table 2 — Trip Generation Summary (Site Specific Rates) Land Use LUC AM Peak Four PM Peak Four Land Use F LUC �1 Enter Exit FTotal Enter it Total Lot 2 - 105,000 SF Warehouse (New trips based on existing Lot 5 trip rates) 17 2 19IF 12 150 67 18 85 15 46 61 v o (ITE rates summarized in April 3, 2017 letter) Lot 2 - 75,000 SF Proposed Warehouse Q 150 26 8 34 10 27 37 o (New trips based on ITE rates) V Difference from Previously Evaluated Traffic Assessment -41 -10 -51 -5 1 -19 -24 The trip generation summary shown in Table 1 indicates that the new warehouse will generate 34 AM peak hour trips and 37 PM peak hour trips based on ITE rates. This indicates that the site will generate 51 fewer trips during the AM peak hour and 24 fewer trips during the PM peak hour when compared to the trip generation estimate included in the April 3, 2017 Traffic Assessment letter provided for the original Industrial Park Subdivision approved by the City. In addition, to provide site specific trip generation rates of this warehousing use, an automatic traffic recorder (ATR) was installed on Skyward Drive from Tuesday, May 11, 2021 to Thursday, May 13, 2021 to record traffic volumes of the existing SKS Bottle Distribution Plant located on Lot 5 of the site. The raw traffic count data is included under Attachment B. The ATR data indicates that the 143,083 SF SKS Bottle Distribution Plant generates 36 trips during the AM peak hour and 29 trips during the PM peak hour. This equates to 0.25/1,000 SF trips during the AM peak hour and 0.20/1,000 SF trips during the PM peak hour. These rates were applied to full build -out of Lot 2. The trip generation estimate for the proposed construction of a 75,000 SF warehouse on Lot 2 based on existing trips rates for Lot 5 are shown in Table 2. Table 2 — Trip Generation Summary (Site Specific Rates) Land Use LUC AM Peak Four PM Peak Four Enter Exit FTotal I Enter it Total Lot 2 - 75,000 SF Proposed Warehouse _171 (New trips based on existing Lot 5 trip rates) 17 2 19IF 12 15 The trip generation summary shown in Table 2 indicates that the new warehouse will generate 19 AM peak hour trips and 15 PM peak hour trips if it operates similar to the existing SKS Bottle Distribution Plant. This indicates that the trip generation estimate based on ITE rates is a worst-case condition. Traffic Volume Conditions Traffic generated by the proposed project (based on the worst-case ITE rates) was distributed onto the surrounding roadway network based on probable travel routes. It is expected that approximately 60 percent of the site generated traffic will travel to and from the east via Geyser Road and approximately 40 percent will travel to and from the west via Geyser Road. This distribution of traffic results in a maximum increase in traffic of approximately 22 new vehicle trips during the AM and PM peak hours on any one approach to an intersection located adjacent to the project site. The magnitude of the new vehicle trips generated by the site is less than the New York State Department of Transportation (NYSDOT) and ITE threshold of 100 site generated vehicles on any one intersection approach for needing off-site intersection analysis. This guidance was developed as a tool to identify locations where the magnitude of traffic generated has the potential to impact operations at off site Creighton f Manning Mr. John E. Munter May 17, 2021 Page 3 of 3 intersections and screen out locations from requiring detailed analysis that do not reach the 100 -vehicle threshold and are unlikely to require mitigation. The anticipated traffic volumes for the Skyward Drive Warehouse will be below the 100 -vehicle threshold indicating that detailed intersection analysis is not needed and that the site generated traffic will be accommodated by the existing roadway network. A review of the traffic analysis included in the April 3, 2017 Traffic Evaluation letter indicates that the Geyser Road/Skyward Drive intersection would operate adequately after full build -out of the site during both peak hours. The conclusions provided in this letter would not change since it is anticipated that Lot 2 will generate less traffic than what was included in the full build -out sensitivity analysis. No mitigation is recommended at this intersection. 3.0 Conclusions The proposed project consists of the construction of the 75,000 SF Skyward Drive Warehouse facility located on Skyward Drive in the City of Saratoga Springs. Access to the site will be provided via the two proposed full access driveways on Skyward Drive. The Skyward Drive Warehouse facility will generate 34 AM peak hour trips and 37 PM peak hour trips based on ITE rates. This indicates that the site will generate 51 fewer trips during the AM peak hour and 24 fewer trips during the PM peak hour when compared to the trip generation estimate included in the April 3, 2017 Traffic Assessment letter provided for the original Industrial Park Subdivision approved by the City. A review of the traffic analysis included in the previous assessment indicates that the Geyser Road/Skyward Drive intersection would operate adequately after full build -out of the site during both peak hours. The conclusions provided in this letter would not change since it is anticipated that Lot 2 will generate less traffic than what was included in the full build -out sensitivity analysis. No mitigation is recommended at this intersection. If you have any questions, or if we can be of any further service, please do not hesitate to call our office. Respectfully submitted, Creighton Manning Engineering, LLP Z44_� Mark Nadolny Associate Attachments \\CME-FILE01\Company\Projects\2021\121-029 Munter - Freedom Way Spec Warehouse\Working\Traffic\Reports\20210517_Freedom Way Trip Gen Letter_121027.docx Creighton Attachment A Site and Utility Plan Skyward Drive Warehouse City of Saratoga Springs, New York VII H / B'�° \ _' Ems. �` \ \\\\\ \\ ( n / 34J A /tee i` -L= A 34G � 1 I \ _9.. �JR•: �.I /O ; 1 , _ SITE -tQ5_ STV a ZONING MAP VEEIII // �✓ 11 I\��I I I \ I I �c` �_— ��_ .3y5 \ __ - _- ___ __ __ SAWCUT \ 11111E Z f- 0. BANKED PARKING 1 \ \ > STALLS (23) BANKED PARKING > $KVIJAkD DR E .EXISTING - - - STALLS (25) / PAVEMEW / ) I 1 E?gqC�F ."Ld' 320 _ U$G$ QUAD. =z0'� -ELECTRICAL— ----- P 320 �\\\� \\ N Ix / 1" =±z. Doo --:5.1 GAS LINE_— 325 — =LINE = 325_ 3 , ? \\ I o� / SITE STATISTICS za' ----- rs?�r-� Ili\' 1 —_WATER LINE_ (EII� �p v ADDRESS: 00 SKYWARD DRIVE (ASSUMED) 330_�\t/I--_ M\ r / \ 1 l TAX MAP: 178.-1-62 _�—y y I T ~ I / / 7 AREA: 482,209.200 SF. (±11.07 L) SIDE SETBACK \� ��-330 -�/// ✓-� ;��-1/I �R=12' /VEHICLE PARKI�l241 ZONE: INT -G (GENERAL INDUSTRIAL) i i /-r r -r/- I ; 'I I 1 ivP. 1 / / — / - I/ I i•- ,p USE: WAREHOUSE (PROPOSED) ORC 330-0 UNOE0.G0.0UN0 J/ / JPi/ / / IND G _ ^v�V , I / //�STOkMWATER MANAGEMEM 32 0 ./ MIN LOT SIZE 40,.000 SF. 482,.209.21 SF. / 1� I I I I I ' I 241 / '{ 325 .:. . - /AVG. WIDTH 20 FT. 200 FT. I / % / / - VEHICLE PARKING ( / / / / / / ACC, PRINCIPAL BLDG COVERAGE 40 % 15.55 % ft. SSFIT BLDG COVERAGE 30 % N/A / %PS / m N / ''• r, // MIN FRONT SETBACK 40 FT +13.1 FT. / 600 O A 9, `• _, ....,: ...: '•-� ��" / 10 1 // / / � / / / MIN REAR SETBACK 30 FT ±125 0 FT. o' .,r „ :. W -" I .✓ // / / /_ 315 j j� •.310 MIN. SIDE SETBACK (EACH) 15 FT +74.1 FT. D / i / / / �1 / / I // 22 sop 5� I, / MIN. SIDE SETBACK (TOTAL) 30 FT 0 0 FT ° R zs / 1 / /_ / / PRINCIPAL MAX HEIGHT 50 FT. 150 FT ACCESSORY TO PRINCIPAL 10 FT. N/A FT CONCRETE WALK / / I� / R=120' ACCESSORY TO FRONT LINE 40 FT. N/A FT. is / / / 1 / / 1 mAREHouse o.00D sn I Acces / / / / o // i / .N j /R 0 AccEssoav To REAR LINE o FT. AFT. ACCESSORY TO SIDE LINE 10 FT. N/A FT — .335 I / / / / / i /I / i+ 35F,, 3Q o I / MIN. GREENSPACE 30 % ±49.47% 26 PARKING (WAREHOUSE) (NOT REQUIRED ) / REQUIRED: I PER 2 EMPLOYEES AND 1 PER COMPANY VEHICLE DUMPSTER PADS //IST/ / / �"� 1 �, ,' (28 EMP./2) + (10 CO. VEHICLES) X 2 = 48 SPACES ENTRYWAY -✓ / / / I I PROVIDED: 48 SPACES (INCLUDING -ADA) So LOADINGS DOCKS -� / / / 1 / / ' / LOT COVERAGE / �14' OVERHEAD ELEQ. 316.3 4 1p DOOR4'x1ELEV: 320.3 I EXISTING PROPOSED BUILDINGS: 0 SF. 75,000 SF. (15.55%) PAVEMENTS: 0 SF. 168,655 SF. (34.98%) / 136' 305 \ GREEN SPACE: 482,209 SF. 238,554 SF. (49.47%) 24'� 1° j / / j PROPOSED / / i R-70' 482,209 SF. 482, 209 SF. ASPUALT // / ELEV.. 316.3 INCLUDES 8,473 SF. OF BANKED PARKING / \ I STANDARD NOTES: 14' x14OVERHEAD / / / / / / / / / I. TIE APPOIANT SHALL mMPLv WITH ALL 1PPLICABLE EEDERIL, STATE DOOR ELEV: 320.3 / / / / / � � � / o RE.uL uol N. e A E, _LA IS PERNIT �N"ALITYIREEP. ACTTL(SEOw, FRE =LIIINE, THE TOWN .RAIN. L1w5 Amo THE TOWN FLOODPLAIN NANA.EMENT /,00 / /_ / / P POSED / / — — —: J ' N 325/ 1 r / / / /ELE'. 316/3 UNDERGROUND V / / / STORMWATE0. / / / / I _ z.HAT ALL T// / j j i // / / / MASA MENTA / _ — j * I "'FILEEPEQEI"ATIONs AARENH.TANHA IN ��AN WITH APP�V o P , ANo A .LICANT ,HALL BE REBPONBIBLE EOH IEEPIN. ExI1IN. PUBLIC HI.l1YS CENT L R WHIG, MAY / // / // i3io/�►■X/ // // //j / / / / / / / — / / / / — / �DND SIE HUE TO NINE --LOIN RELATER TO THE SITE. 1457.31' SPECIAL NOTES: 0 REAR SETBACK - / I. �3� ! / / _ r/ / — - I _ EIRIEY PARSE,POPRRARDE INCINTH. N. YORK f/ Q j / \ \ / LEGEND TRANSMITTED VIA EMAIL IN oP MARCH, III. WENIER TI NININENT TIE PRIPERTY LINES IR TI HIIE TIE ERE TIo I sDEWALK DF AREEENCNOTE�, ADDITIONAL STRURUREs, OR AN. OTHER IMP�VEMENT. / // \ S. PES, 20"E / / / i ❑ A E BH NNOR AIKARCENT TOTHESECT PARCEL. JJ X AVATI ON. THILIT Es SHOWN oo NOT PURPoRT To mNEUITurE OR RE � PROPOSED ASPHALT urILI1IEs LocA1E0 uao CITY OF SARATOGA SPRINGS STANDARD NOTES: / / // /// /��-+ / / / / / ❑ LAWN AR EA I. ALL wows Nsr NONFORNONFIN 1 r-sRU 10 ALL FEDERAL, 11E 1N0 DE. THE Fl rAnoNs, oRDIN1Nc, LES 1N0 RE.uLn1IONS, PROPERTY LINE s. NONE. — — — SETBACK 2 NATIONAL uEooEr1, P ERT 'AL o11IM. 1121 ANI ENIHN1rixe ARE RwsEo ON THE N. ALL REFUSE, IE.CAS ANI NISCALLANSONS ITENS TO RE REEN-1 SHALL RE LECALL, POSER OF OFF SITE B. THE CONTRACTOR To A LOCATION APPROVED BY THE CITY IIIN R. NO 'ITHTHE CITY OIESIIN PROFESSIONAL ARE REODwI" NT HE HE CAST OF THE CONSTRIC"' INSPE IONS IS THE SPOKE PLIC IT s. THE CONTRACTOR "lF ANY ELASTIN. Is RIONKS01EOR THE PROKE1. RON THE BUILDIN. INBPE10 I GRAPHIC SCALE IEPARLNENH OF PIELIC —S FOR ANY ST OR CUT OF - IF IC C 21 IC ANY CITY SUREET ROAI OR ALLEF. ( IN FEET ) e' WIN 1 inch = 50 ft. PARED IN ACCORDANCE WITH THE REOUIREM1NIFITs1OF THE CIT'HILLYENINEER verity Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 verityeng.com Fi ® MVA�" 881 Mu -717O1 tl'' 1YC- MICRO Grove, NY 12850 518.584.6174 mCR18TeR18�6SeSCDm Lu Ln ol o x z - w LU/ LJ. a o Lu Q — j 0 Hlo LJ. 0 H Y IT I' TELT'THEV DESIGNED BY: EAS DRAM BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 04/06/2021 r DO zz EF u 'o it SITE AND UTILITY PLAN C-101 3 of 9 Attachmnt 6 Traffic Counts Skyward Drive Warehouse City of Saratoga Springs, New York MetroCount Traffic Executive Weekly Vehicle Counts (Virtual Week) VirtWeeklvVehicle-156 -- English (ENU) Datasets: Site: [121-029] Skyward Drive - 400' North of Geyser Road (CR 43) Direction: 7 - North bound A>B, South bound B>A. Lane: 1 Survey Duration: 8:57 Tuesday, May 11, 2021 => 12:48 Thursday, May 13, 2021 Zone: File: 121-02913May2021-2.EC1 (Plus) Identifier: R717H3E2 MC56-1-5 [MC55] (c)Microcom 19Oct04 Algorithm: Factory default (v3.21 - 15322) Data type: Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 18:00 Tuesday, May 11, 2021 => 8:00 Thursday, May 13, 2021 Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 Speed range: 6 - 99 mph. Direction: North, East, South, West (bound) Separation: All - (Headway) Name: Default Profile Scheme: Vehicle classification (ARX) Units: Non metric (ft, mi, ft/s, mph, Ib, ton) In profile: Vehicles = 282 / 325 (86.77%) Weekly Vehicle Counts (Virtual Week) VirtWeeklyVehicle-156 Site: 121-029.1.ONS Description: Skyward Drive - 400' North of Geyser Road (CR 43) Filter time: 18:00 Tuesday, May 11, 2021 => 8:00 Thursday, May 13, 2021 Scheme: Vehicle classification (ARX) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(NESW) Sp(6,99) Headway(>O) Mon Tue Wed Thu Fri Sat Sun Hour 0000-0100 * * 0.0 0.0 0.0 0.0 0100-0200 * * 0.0 0.0 26.5 26.5 0200-0300 * * 0.0 0.0 4.0 7.0 0300-0400 * * 0.0 0.0 23.0 23.0 0400-0500 * * 0.0 1.0 17.0 25.0 0500-0600 * * 1.0 0.0 1.0 1.0 0600-0700 * * 25.0 28.0 0.0 0700-0800 * * 31.0< 39.0 0800-0900 * * 5.0 0900-1000 * * 4.0 1000-1100 * * 7.0 1100-1200 * * 12.0 1200-1300 * * 18.0 1300-1400 * * 23.0 1400-1500 * * 9.0 1500-1600 * * 29.0< 1600-1700 * * 17.0 1700-1800 * * 25.0 1800-1900 * 1.0 1.0 1900-2000 * 0.0 2.0 2000-2100 * 2.0 0.0 2100-2200 * 2.0 0.0 2200-2300 * 0.0 0.0 2300-2400 * 0.0 0.0 Totals 0700-1900 * * 181.0 0600-2200 * * 208.0 0600-0000 * * 208.0 0000-0000 * * 209.0 AM Peak * * 0700 * * 31.0 PM Peak * * 1500 * * 29.0 * - No data. Averages 1 - 5 1 - 7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 26.5 26.5 35.0< 35.0< 5.0 5.0 4.0 4.0 7.0 7.0 12.0 12.0 18.0 18.0 23.0 23.0 9.0 9.0 29.0< 29.0< 17.0 17.0 25.0 25.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 0.0 0.0 0.0 185.0 185.0 214.5 214.5 214.5 214.5 215.5 215.5 MetroCount Traffic Executive Weekly Vehicle Counts (Virtual Week) VirtWeeklvVehicle-157 -- English (ENU) Datasets: Site: [121-029] Skyward Drive - 400' North of Geyser Road (CR 43) Direction: 7 - North bound A>B, South bound B>A. Lane: 1 Survey Duration: 8:57 Tuesday, May 11, 2021 => 12:48 Thursday, May 13, 2021 Zone: File: 121-02913May2021-2.EC1 (Plus) Identifier: R717H3E2 MC56-1-5 [MC55] (c)Microcom 19Oct04 Algorithm: Factory default (v3.21 - 15322) Data type: Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 18:00 Tuesday, May 11, 2021 => 8:00 Thursday, May 13, 2021 Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 Speed range: 6 - 99 mph. Direction: AB Separation: All - (Headway) Name: Default Profile Scheme: Vehicle classification (ARX) Units: Non metric (ft, mi, ft/s, mph, Ib, ton) In profile: Vehicles = 174 / 325 (53.54%) Weekly Vehicle Counts (Virtual Week) VirtWeeklyVehicle-157 Site: 121-029.1.ONS Description: Skyward Drive - 400' North of Geyser Road (CR 43) Filter time: 18:00 Tuesday, May 11, 2021 => 8:00 Thursday, May 13, 2021 Scheme: Vehicle classification (ARX) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(NB) Sp(6,99) Headway(>O) * - No data. Mon Tue Wed Thu Fri Sat Sun Averages 1 - 5 1 - 7 Hour I 0000-0100 * * 0.0 0.0 * * * I 0.0 0.0 0100-0200 * * 0.0 0.0 * * * I 0.0 0.0 0200-0300 * * 0.0 0.0 * * * I 0.0 0.0 0300-0400 * * 0.0 0.0 * * * I 0.0 0.0 0400-0500 * * 0.0 1.0 * * * I 0.5 0.5 0500-0600 * * 1.0 0.0 * * * I 0.5 0.5 0600-0700 * * 24.0 26.0 * * * I 25.0 25.0 0700-0800 * * 29.0< 36.0 * * * I 32.5< 32.5< 0800-0900 * * 3.0 * * * * I 3.0 3.0 0900-1000 * * 4.0 * * * * I 4.0 4.0 1000-1100 * * 3.0 * * * * I 3.0 3.0 1100-1200 * * 5.0 * * * * I 5.0 5.0 1200-1300 * * 9.0 * * * * I 9.0 9.0 1300-1400 * * 13.0< * * * * I 13.0< 13.0< 1400-1500 * * 4.0 * * * * I 4.0 4.0 1500-1600 * * 5.0 * * * * I 5.0 5.0 1600-1700 * * 5.0 * * * * I 5.0 5.0 1700-1800 * * 2.0 * * * * I 2.0 2.0 1800-1900 * 0.0 0.0 * * * * I 0.0 0.0 1900-2000 * 0.0 1.0 * * * * I 0.5 0.5 2000-2100 * 1.0 0.0 * * * * I 0.5 0.5 2100-2200 * 2.0 0.0 * * * * I 1.0 1.0 2200-2300 * 0.0 0.0 * * * * I 0.0 0.0 2300-2400 * 0.0 0.0 * * * * I 0.0 0.0 Totals I I 0700-1900 * * 82.0 * * * I * I 85.5 85.5 0600-2200 * * 107.0 * * * * I 112.5 112.5 0600-0000 * * 107.0 * * * * I 112.5 112.5 0000-0000 * * 108.0 * * * * I 113.5 113.5 AM Peak * * 0700 * * * I * I * * 29.0 PM Peak * * 1300 * * * I * I * * 13.0 * * * * I * - No data. MetroCount Traffic Executive Weekly Vehicle Counts (Virtual Week) VirtWeeklvVehicle-158 -- English (ENU) Datasets: Site: [121-029] Skyward Drive - 400' North of Geyser Road (CR 43) Direction: 7 - North bound A>B, South bound B>A. Lane: 1 Survey Duration: 8:57 Tuesday, May 11, 2021 => 12:48 Thursday, May 13, 2021 Zone: File: 121-02913May2021-2.EC1 (Plus) Identifier: R717H3E2 MC56-1-5 [MC55] (c)Microcom 19Oct04 Algorithm: Factory default (v3.21 - 15322) Data type: Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 18:00 Tuesday, May 11, 2021 => 8:00 Thursday, May 13, 2021 Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 Speed range: 6 - 99 mph. Direction: BA Separation: All - (Headway) Name: Default Profile Scheme: Vehicle classification (ARX) Units: Non metric (ft, mi, ft/s, mph, Ib, ton) In profile: Vehicles = 108 / 325 (33.23%) Weekly Vehicle Counts (Virtual Week) VirtWeeklyVehicle-158 Site: 121-029.1.ONS Description: Skyward Drive - 400' North of Geyser Road (CR 43) Filter time: 18:00 Tuesday, May 11, 2021 => 8:00 Thursday, May 13, 2021 Scheme: Vehicle classification (ARX) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12) Dir(SB) Sp(6,99) Headway(>O) * - No data. Mon Tue Wed Thu Fri Sat Sun Averages 1 - 5 1 - 7 Hour I 0000-0100 * * 0.0 0.0 * * * I 0.0 0.0 0100-0200 * * 0.0 0.0 * * * I 0.0 0.0 0200-0300 * * 0.0 0.0 * * * I 0.0 0.0 0300-0400 * * 0.0 0.0 * * * I 0.0 0.0 0400-0500 * * 0.0 0.0 * * * I 0.0 0.0 0500-0600 * * 0.0 0.0 * * * I 0.0 0.0 0600-0700 * * 1.0 2.0 * * * I 1.5 1.5 0700-0800 * * 2.0 3.0 * * * I 2.5 2.5 0800-0900 * * 2.0 * * * * I 2.0 2.0 0900-1000 * * 0.0 * * * * I 0.0 0.0 1000-1100 * * 4.0 * * * * I 4.0 4.0 1100-1200 * * 7.0< * * * * I 7.0< 7.0< 1200-1300 * * 9.0 * * * * I 9.0 9.0 1300-1400 * * 10.0 * * * * I 10.0 10.0 1400-1500 * * 5.0 * * * * I 5.0 5.0 1500-1600 * * 24.0< * * * * I 24.0< 24.0< 1600-1700 * * 12.0 * * * * I 12.0 12.0 1700-1800 * * 23.0 * * * * I 23.0 23.0 1800-1900 * 1.0 1.0 * * * * I 1.0 1.0 1900-2000 * 0.0 1.0 * * * * I 0.5 0.5 2000-2100 * 1.0 0.0 * * * * I 0.5 0.5 2100-2200 * 0.0 0.0 * * * * I 0.0 0.0 2200-2300 * 0.0 0.0 * * * * I 0.0 0.0 2300-2400 * 0.0 0.0 * * * * I 0.0 0.0 Totals I I 0700-1900 * * 99.0 * * * I * 99.5 99.5 0600-2200 * * 101.0 * * * * 102.0 102.0 0600-0000 * * 101.0 * * * * 102.0 102.0 0000-0000 * * 101.0 * * * * 102.0 102.0 AM Peak * * 1100 I * * 7.0 PM Peak * * 1500 * * * I * I * * 24.0 * * * * I * - No data. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits, Region 5 1115 State Route 86, PO Box 296, Ray Brook, NY 12977-0296 P: (518) 897-1234 1 F: (518) 897-1394 www.decny.gov LETTER OF NO JURISDICTION ENDANGERED SPECIES ACT March 8, 2017 John Munter Munter Enterprises, Inc. 881 Murray Road Middle Grove, NY 12866 Re: Industrial Park Subdivision Geyser Road; Tax Parcel ID# 178.-1-43.11 City of Saratoga Springs, Saratoga County Dear Mr. Munter: The Department of Environmental Conservation (DEC) has determined that your proposal to develop the above-described property north of Geyser Road in the city of Saratoga Springs is not likely to result in the take of threatened or endangered species. This determination is based on the report submitted by the Environmental Design Partnership on July 15, 2010 as well as a site visit performed by staff from the Division of Fish and Wildlife. Though Karver blue butterflies (Lycaeides melissa samuelis) are known to occur near your project location, the subject parcel no longer contains the appropriate habitat and the DEC does not anticipate your proposed action to result in a take. Therefore, no permit is required at this time pursuant to the implementing regulations (6NYCRR Part 182) of the New York State Endangered Species Act (Article 11-0535). Be advised that any changes in location, expansion of the footprint of the project, modifications of the scope, or changes in the timing of proposed actions that are not identified in the submission referenced above may trigger DEC authorization. Please reinitiate contact with this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Bliss Deputy Regional Permit Administrator HEW YORk Department of srnre nr t7Pf'flFi6lHRr Environmental Conservatlon EF Parks, Recreation,, STA'�E GF C}PPORTUNITY and Hi to is Preservation ANDREW M. CUOMO ROSE HARVEY Governor Commissioner August 17, 2017 Mr. Thomas Nace Project Site Engineer Nace Engineering, PC 169 Haviland Road Queensbury, NY 12804 Re: DEC SKS Bottle and Packaging, Inc. New Facility Geyser Rd., Saratoga Springs, NY 17PRO3604 Dear Mr. Nace: Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the project 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 OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). Based upon this review, it is the New York State Office of Parks, Recreation and Historic Preservation's opinion that your project will have no impact on archaeological and/or historic resources listed in or eligible for the New York State and National Registers of Historic Places. If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above. Sincerely, Michael F. Lynch, P.E., AIA Director, Division for Historic Preservation Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 • (518) 237-8643 • www.nysparks.com