HomeMy WebLinkAbout20200083 176 South Broadway Hotel Revised submission 5-19-20 �
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LETTER OF TRANSMITTAL
TO: Saratoga Springs Planning Office DATE: OS/14/2020 JOB NO.: 2016144
City Hall
474 Broadway ATTENTION: Susan Barden
Saratoga Springs,NY 12866
RE: 176 South Broadway
WE ARE SENDING YOU ■ Attached ❑ Under separate cover via hand delivered the following items
❑ Shop drawings ❑ Prints ■ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
1 Engineering Report Revised
2 Full siae plan sets Revised
1 Stormwater Pollution Prevention Plan Revised
1 Comment response letter to Chaaen Engineers
1 Letter of Credit
1 Short EAF
1 Water Service Agreement
1 Complete Street Checklist
1 Site Plan Checklist
1 email of PDF's for submission
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your records ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Return for corrections ❑ Return corrected prints
■ For review and comments ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETLTRNED AFTER LOAN TO US
REMARKS:
cc: Chaaen Digitally SIGNED: Matthew Brobston
If enclosures are not as noted,kindly notify us at once.
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May 14, 2020
Susan Barden, AICP
City Principal Planner
City of Saratoga Springs
474 Broadway
Saratoga Springs, NY 12866
susan.barden(c�saratoqa-sprinqs.com
RE: 176 South Broadway Hotel
Dear Ms. Barden:
The LA Group is in receipt of comments from the Chazen Companies, dated April 3, 2020. The following are
responses to the comments. Update plans and documents will be provided at a later date.
General:
Comment 1: The City's project number of 20200083 should be added to all site plan application and all
supporting documents.
Response 1: The plans have been updated to include the city project number on each sheet.
Comment 2: A Site Plan Application Checklist, Complete Streets Checklist, Environmental Assessment
Form and Water Service Connection Agreement were not submitted with this application. If
the City would like us to review these documents, please forward to us.
Response 2: The Complete Street Checklist, EAF, and Water Service Connection Agreement were
previously submitted as part of the Special Use Permit and SEQRA approval. These
items as well as the Site Plan Checklist have been included with this comment
response letter.
Water/Sewer Engineering Report:
Comment 3: The report should include a discussion regarding the system, capacity and adequacy of the
downstream collection, conveyance and treatment systems (up to and including the
wastewater treatment plant) to handle the increase in flow resulting from this project. Please
revise accordingly and provide an ability to serve letter form the WWTP operator.
Response 3: In discussions with the Saratoga County Sewer District No. 1 they see no issues with
the ability to serve this project. A letter will be obtained from the sewer district stating
such. Also note that the wastewater flows stated in the Engineers Report do not
account for existing flows from the site, therefore the increase in flow from this project
to the sewer system is overstated in the Engineers Report.
Comment 4: Section IV of the Engineer's Report provides projected wastewater flow rates for two uses
only, Sleeping Units and Employees. The Engineer's Report states that there is a proposed
bar/lounge included within the hotel but does not include the wastewater generated by this
use. There does not appear to be any details on if there will be any food service, and as such
full review of the wastewater flow rates cannot be conducted until all potential wastewater
uses are fully understood. The Applicant needs to include a discussion on all proposed sewer
system components (i.e. grease traps, etc.).
Response 4: The proposed bar/lounge will have a total of 55 seats. An additional flow of 1,100
gallons per day(20 gpd per seat- NYSDEC) has been included in Engineering Report
calculations. An internal grease trap will be provided, and a note on the plans has
been added to sheet L-4.0, sanitary sewer notes, note 6.
Comment 5: The hydrants tested do not appear to be the closest hydrants to the site as there appears to
be an existing hydrant located immediately adjacent to the proposed hotel. Further these
hydrants were tested on March 27, 2018. It is recommended that new hydrant tests be
performed on the hydrant located adjacent to the site and because the tests are over 2-years
old. Typically, hydrant flow testing shall be no older than six(6) months unless it has been
deemed that no changes to the supply or transmission of water within that area have
occurred since the test was performed. Our office does not take exception to hydrant flow
tests being conducted in support of building permit application, so long at the City does not
take exception. The fire code official shall be notified prior to the water supply test. Further,
our office understands that a full review of the sprinkler system and NFF will occur during the
building permit application.
Response 5: There have been no significant changes to the supply or transmission of water in this
area since the test. As noted, the previous test was completed in close proximity, +/-
400' away.
Project Cost Estimate:
Comment 6: It appears the unit prices used in the provided cost estimate may be below what is typically
seen for site work within the NYSDOT ROW. Please review and update as necessary.
Response 6: Unit prices have been updated.
Site Plans:
Comment 7: Please provide a signed and sealed copy of the boundary, topographic and utility survey
prepared by CHA Consulting.
Response 7: A signed and sealed copy of the survey will be provided with the final accepted set of
plans for signature.
Comment 8: Sheet L-5.1 titled "Lighting Plan" is missing from the site drawings. Please provide in
subsequent submissions. A review of the lighting plan will occur once provided.
Response 8: The lighting plan has been included in the site plans for review.
Comment 9: Please provide additional spot elevations throughout the site and particularly at all handicap
parking spaces to assure the slopes do not exceed the required minimum.
Response 9: Spot grades will be added throughout the site and specifically at the handicap parking
spaces to verify the slopes for ADA compliance. All handicap parking spaces will
meet ADA requirements with regards to slope.
Comment 10: There appears to be proposed work within the NYSDOT ROW, including an open cut trench
through the road. The Applicant to provide the plans to the NYSDOT for review and
comment.
Response 10: Per discussion with the NYSDOT, this portion of South Broadway is within the city
limits and the city is responsible for the maintenance and permitting. Therefore the
NYSDOT does not have jurisdiction.
Comment 11: It appears, based on the location of the construction entrance, that construction traffic will be
directed to use Todd Street to enter and exit the site. It appears that only a portion of Todd
Street is to be repaved following construction. The City should consider requiring the
Applicant to re-pave the full width of Todd Street since it will be significantly affected by
construction traffic?
Response 11: No response required, comment to the city. City to advise.
Comment 12: Further, the Todd Street intersection with South Broadway appears to have a small turning
radius. It is assumed that concrete trucks will use Todd Street (based on the location of the
construction entrance). Please submit vehicular maneuvering plans showing construction
vehicles can be accommodated at this entrance.
Response 12: The turning radius for Todd Street is existing and is to the standard of the city and is
located entirely within their ROW. The Todd Street width is increasing but the radius
of the curb cut will remain the same as the existing condition.
Comment 13: It is unclear what the proposed width of Todd Street will be following construction; please
revise the plans accordingly.
Response 13: The Todd Street width dimensions have been added to the plans.
Comment 14: The Applicant shall provide the plans and engineering report to the Fire Department for
review and comment. Please submit for the record a letter from the Fire Department
indicating that they can adequately service the proposed use.
Response 14: It is our understanding that the planning department sends the submission drawings
along to the fire department for their review and comment. They have in the past
reviewed drawings and provided comments.
Comment 15: Please provide a fire truck maneuvering plan, using the largest responding emergency
vehicle as prescribed by the responding fire department, showing access through the site.
Section D105.1 of the 2015 Fire Code states "Where the vertical distance between the grade
plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire
apparatus access roads shall be provided. For purposes of this section, the highest roof
surface shall be determined by measurement to the eave of a pitched roof, the intersection of
the roof to the exterior wall, or the top of parapet walls, whichever is greater." Section D105.2
of the 2015 Fire Code states "Aerial fire apparatus access roads shall have a minimum
unobstructed width of 26 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of
the building or portion thereof." The cover sheet indicates the building will be 4-stories and 49
feet high. The side of the building on which the aerial fire apparatus access road is positioned
shall be approved by the fire code official. The Applicant to provide which side of the building
once determined by the fire code official. Conformance to the Fire Code will be reviewed
once an answer is provided
Response 15: It is our understanding that fire truck access thru the site is not required as the
building can be accessed from city ROW's along two sides. This is how the other
properties within this corridor accommodate aerial fire apparatus access, The front
fa�ade of the building is approximately 2 feet from the curb on South Broadway. This
is within the requirements for the aerial access road standards within section d of the
fire code. Access to the rear of the site can be accommodated but not as a fire
apparatus access road.
Comment 16: The Applicant to provide the gross building area of the proposed building.
Response 16: The building Gross floor area has been added to the cover sheet.
Comment 17: The layout of the proposed parking within the building is not depicted. Please provide.
Response 17: Architectural layout of the interior parking garage has been added to sheet L-2.1.
Comment 18: Please revise the design to include gas and electric utilities that are to service the proposed
structures. Drawings should reflect the location of utility lines, points of connection and the
location of ineters, transformers, etc. along with landscape screening.
Response 18: The gas and electric utility design locations have been added to the plans as well as
the location for the gas meter and transformer within the site plan development area.
Comment 19: Detail 5 Sheet L-6.4 does not conform to the City of Saratoga Springs standard details. The
specified pipe zone backfill should be "well graded sand with 3/-inch maximum particle size
and not more than 10% passing #200 sieve...". The plans indicate NYSDOT Size 1 &2
crushed aggregate for pipe zone backfill which has a larger gradation than the City standard.
Please revise and cross reference all details to ensure conformance with City standards.
Response 19: The proposed detail has been historically used for projects in the City with no issues.
Proposed gradation has 90-100% passing the 1" sieve with less than 1% passing the
#200 sieve and is in close conformance with the City standards.
Comment 20: It appears that there will be a permanent shared access and parking with both the
neighboring parcels located at the southeast corner of the Lincoln Avenue and S. Broadway
intersection. Please submit a copy of the agreements with these two parcel owners for the
City's records— please note that these agreements will need to be filed in the County Clerk's
office for all properties involved. Also please depict the limits of the proposed easement on
the plans. Further, since access to those existing two parcels is being altered the Applicant
shall re-evaluate fire apparatus access and turning maneuverability for those parcels as well.
Please submit appropriate maneuverability plans.
Response 20: A shared access and parking agreement is proposed and will be provided to the city
for their records as well as being filed with the county clerk's office. Fire apparatus
access should not change for those properties as they have frontage along the city
ROW on Lincoln and South Broadway which is the anticipated apparatus access point.
Comment 21: The existing hydrant on South Broadway appears to be connected to an abandoned
watermain according to the utility plan sheet. Further, it does not appear that the utility plan
depicts any other new or existing hydrants. The Applicant to clarify or revise accordingly.
Response 21: Based on discussions w/the city,the existing hydrant is connect to the 12" main on
the west side of South Broadway. The utility plan has been updated accordingly. Ne
new hydrants are proposed as part of this project.
Comment 22: Sheet L-2.0 depicts a retaining wall that runs adjacent to the parking structure ramp. It is
anticipated that sheeting will be required in order to facilitate construction of the building and
the retaining walls or an easement will be required from the adjoining property owner. Please
note as such on plans or show the proposed limits of the temporary construction easement
and provide a copy of the agreement with the neighboring property owner for the City's
record.
Response 22: The plans have been revised to show the limits of construction and note added to
sheet L-2.0. It is assumed sheeting will be required to facilitate construction.
Comment 23: Sheet L-3.0 depicts a trench drain that is noted as being internally drained as is catch basin
7. No MEP plans or structure details were provided with this submission. Where does this
system discharge? How is it treated? It is lower than the surrounding storm sewer system?
Please clarify and revise design accordingly.
Response 23: The trench drain will enter the drainage system within the interior parking garage
where it will be pumped to the storm pipe connected to the catch basin in South
Broadway. Since this project is redevelopment this portion of stormwater is not being
treated.
SWPPP:
Comment 24: The project is a re-development with an increase in impervious area. The pre-development
watershed map does not show sufficient existing conditions to verify the on- and off-site
watershed delineation nor their impervious surfaces. Please updated the SWPPP
accordingly.
Response 24: Edge of pavement has been darkened on the Existing Conditions Watershed Map to
more clearly delineate impervious surfaces.
Comment 25: The existing conditions subcatchment 1 lists 39,120 sq./ft. of Paved parking as the only
impervious surface, however it appears that the existing buildings, Todd Street, gazebos etc.
are not accounted for. Please clarify and revise the SWPPP accordingly.
Response 25: All impervious areas are accounted for and are included under the "paved parking"
area calculation. All impervious areas have a CN number of 98, regardless if it is a
building or parking lot.
Comment 26: It appears that AP-1 is the existing catch basin at the south corner of Todd Street. The
SWPPP must clearly describe the exact design point into which stormwater is directed.
Please revise all design points accordingly. We believe that AP-1 should be broken up into
two design points —the catch basin located at the south corner of Todd Street and the catch
basin located just upstream of it, since the pipe between the two catch basins could be
overwhelmed by proposed storm system.
Response 26: AP-1 represents runoff entering the existing catch basin in South Broadway, north of
Todd Street. The catch basin at the south end of Todd Street does not see any flow
from the project site. Language in the SWPPP has been updated to specify location of
AP-1.
Comment 27: There is insufficient topographical information to review the pre-and post-subcatchment
boundaries that flow onto the site from neighboring properties. Based on the topographic
information provided, the neighboring properties to the north, east and south side of Todd
Street do flow onto the site and will be collected and conveyed into the proposed stormwater
management systems, thereby rendering them inadequate. Please revise the plans, and
SWPPP accordingly.
Response 27: The property to the east of Todd Street do not discharge stormwater runoff onto the
site. Stormwater runoff from properties along Gurtler Lane travels north to Lincoln
Avenue. Additionally, not shown on the survey is a large berm along the existing fence
line that prohibits stormwater runoff from Gurtler Lane to discharge on the project site.
All stormwater runoff from these neighboring properties travels north along the east
side of Gurtler Lane as evidenced by the pavement erosion at neighboring property
lines. Stormwater runoff from properties to the south of Todd Street travels southwest
along Todd Street and eventually onto South Broadway. The SWPPP has been updated
to remove the portion of Gurtler Lane that does not contribute stormwater runoff to the
proposed stormwater management system.
Comment 28: The post-development model indicates that subcatchments 1, 3, 11 and 12 (which include the
majority of the roofl are tributary to AP-1. It is unclear how those subcatchments get treated
prior to discharge to AP-1. Please clarify and revise both the plans and the SWPPP
accordingly.
Response 28: The projects entire treated WQv is provided by the underground chambers. Since this
project is classified as redevelopment 100% of all new impervious area and 25% of
existing disturbed area needs to be treated. Subcatchment 1, 3, 11, and 12 are not
required to be treated due to the redevelopment requirements.
Comment 29: It is not clear where the roof(subcatchment 11 and 12) nor the internally drained trench drain
and CB noted previously are to be discharged. Please clarify and revise both the plans and
the SWPPP accordingly.
Response 29: A note has been added to sheet L-3.0 indicating the roof drain connection. Runoff
collected in the trench drain and garage CB will discharge to this same line.
Comment 30: The stormwater management report indicates that an isolator row in the underground
chambers will provide the required pre-treatment. The HydroCAD model indicates however
that exfiltration is utilized for all 52 of the chambers, which indicates exfiltration is utilized in
the pre-treatment area. According to discussions with NYSDEC representatives, exfiltration
may not be modeled in pre-treatment facilities. Please revise the SWPPP accordingly.
Response 30: The exfiltration modeled in the system is consistent with the overall area of the stone
subbase below the chambers. The exfiltration for all 52 chambers has been maintained. The isolator
row being wrapped in fabric does not affect the ability of the stone subbase below these chambers to
infiltrate at the field tested rate.
Comment 31: Please provide pre-treatment calculations for the isolator row that indicates it meets the
requirements of the NYS Stormwater Management Design Manual (SMDM).
Response 31: The peak flow to the proposed underground infiltration chambers during the 90%
rainfall event is 1.12 cfs that is to be pretreated by three SC-740 chambers. The SC-740
have a water quality treatment rate of 0.033 cfs/sf. Each chamber has a total of 30.42 sf
and therefore are capable of treating 3.01 cfs. The three pretreatment chambers
provide 100% pretreatment of the water quality volume per the NYS Stormwater
Management Design Manual (SMDM).
Comment 32: All of the structures in the stormwater treatment system need to be modeled, specifically the
diversion structure and outlet control structure. Please revise the SWPPP accordingly.
Response 32: The outlet control is modeled in SMP1. The diversion manhole has been added to the
HydroCAD model.
Comment 33: It is unclear how all portions of subcatchment 10 will discharge to catch basin 3. Please
clarify and revise the SWPPP accordingly.
Response 33: SWPPP has been revised to depict subcatchment 10 discharging to CB2, which
subsequently discharges to catch basin 3. Subcatchment 10 and subcatchment 9
discharge to CB-2 via the roof drain located along the east side of the building.
Comment 34: It is unclear how all portions of subcatchment 9 will discharge to catch basin 2. Please clarify
and revise the SWPPP accordingly.
Response 34: See response 33.
Comment 35: The plans do not show how the trench drain and catch basin 7 are connected to the internal
system noted on the plans — please indicate piping for these components.
Response 35: Trench drain and CB-7 are internally connected and discharge to the existing catch
basin in South Broadway. Piping inside the building footprint will be designed by the
MEP engineer. MEP plans will be provided to the building department for review
during the building permit review.
Comment 36: In the HydroCAD model, the runoff depth shows a ">" indicating that a time span of 5-20
hours is not sufficient to realize the full effects of the storm. The applicant to revise the time
span such that it is at least the length of the storm analyzed (24 hours).
Response 36: The time span has been increased to 24 hours. Note that there is no change to peak
flow rates due to this change.
Comment 37: Compaction of the soil within the future location of the underground infiltration chambers may
occur due to construction traffic. Please add a note to the plans indicating that construction
traffic must avoid the area of the infiltration system to avoid over compacting and adversely
affecting the natural infiltration rate of the soil.
Response 37: A note has been added to Sheet L-1.0.
Comment 38: Falling head permeability tests must be conducted within the limits of the proposed
underground infiltration chambers in accordance with the NYS Stormwater Management
Design Manual (SMDM). Please add the locations of the infiltration tests, borings, etc. along
with the results of these tests on the site plans so that we can confirm this criterion is met.
Response 38: Location of infiltration tests and the associated test results have been added to the
plans. Infiltration tests I-2 and I-3 are located on either ends of the proposed
underground chambers. Additional test pits were completed in the area of the
proposed infiltration chambers, test pit locations and test results have been added to
the plans.
Comment 39: The infiltration tests conducted were performed 4' below existing site grades (approximately
elevation of 313') at a rate of 34-36 in/hour. The SMDM requires that the infiltration testing be
performed 24" below the bottom of the proposed infiltration system. The testing presented is
not. It is actually 5 feet above the required testing elevation of 308'. Please conduct testing
that meets this requirement, verify that the design rate is appropriate and revise the plans
and SWPPP accordingly.
Response 39: Additional permeability tests were conducted at the required depth. The test pits found
large granular sand with infiltration rates greater than 120 in/hr. The chambers will
continue to be modeled at the previous infiltration rate of 34 in/hour for a factor of
safety.
Comment 40: Section 4.1 of the SWPPP notes: "Seed and mulch bare soil areas within 14 days of
disturbance unless construction will resume in that area within 21 days". However, the
SPDES General Permit requires that stabilization be initialized in such areas by the end of
the next business day and be complete within 14 days. Please revise the note accordingly.
Response 40: Note has been revised accordingly.
Comment 41: City Code Chapter 242 requires long-term maintenance of the stormwater management
practices. The following notes need to be added to each SWPPP under Post-Construction
Operation and Maintenance of Stormwater Control Devices:
a. "All post-construction stormwater management facilities must be inspected annually by a
qualified professional, a report prepared and submitted to the City Engineer documenting
the inspections as well as the maintenance activities that were completed during the prior
year."
b. "The City of Saratoga Springs shall approve a formal maintenance and inspection
agreement in accordance with City Code Chapter 242 for stormwater management
facilities to ensure the practices will be properly operated and maintained in accordance
with the long-term operation and maintenance plans. This agreement shall be binding on
all subsequent landowners and recorded in the office of the County Clerk as a deed
restriction on the property."A draft maintenance agreement was provided and shall be
reviewed by the City and City's counsel.
Response 41: Notes regarding inspections are included in the SWPPP on page 10 under"Post
Construction Stormwater Maintenance." A draft maintenance agreement will be
provided to the City for review and approval.
Sincerely,
Douglas B. Heller, PE
Associate Principal
Director of Civil Engineering/
Civil Engineer
dheller(a�.thelaqroup.com
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Stormwater Pollution Prevention Plan
Prepared in accordance with NYS DEC General Permit GP-0-20-001
for:
176 South Broadway
Owner/Operator(s):
Larkin Hospitality
410 Shelbourne Road
Burlington, VT 05401
SWPPP Contact(s):
The LA Group, PC
40 Long Alley
Saratoga Springs, NY 12866
1-518-587-8100
1-518-587-0180
SWPPP Preparation Date:
January 24,2020
Revised: May 13, 2020
Table of Contents
1.0 PERMIT OVERVIEW AND REQUIREMENTS..................................................................... 1
1.1 PERMIT OVERVIEW...................................................................................................................... 1
2.0 SWPPP REVIEW, UPDATE.......................................................................................................2
2.1 SWPPP REVIEW.......................................................................................................................... 2
2.2 SWPPP UPDATE.......................................................................................................................... 2
3.0 SITE ASSESSMENT, EVALUATION AND PLANNING.......................................................3
3.1 PROJECT LOCATION..................................................................................................................... 3
3.2 PRE-DEVELOPMENT CONDITIONS ................................................................................................ 3
3.3 PROJECT TYPE ............................................................................................................................. 3
3.4 PROJECT SCOPE............................................................................................................................ 3
3.5 HISTORIC PRESERVATION DETERMINATION................................................................................. 3
3.6 RECEIVING wATERS ....................................................................................................................4
3.7 So1Ls ........................................................................................................................................... 4
4.0 EROSION AND SEDIlVIENT CONTROL................................................................................. 4
4.1 EROSION AND SEDIMENT CONTROL PRACTICES........................................................................... 4
4.2 EROSION AND SEDIMENT CONTROL DRAWINGS........................................................................... 4
4.3 CONSTRUCTION PHASING PLAN AND SEQUENCE OF OPERATIONS................................................4
4.4 EROSION AND SEDIMENT CONTROL PRACTICE MAINTENANCE.................................................... 6
4.5 EROSION AND SEDIMENT CONTROL INSPECTION.......................................................................... 6
4.6 CONTRACTOR SEQUENCE FORM .................................................................................................. 7
5.0 POST CONSTRUCTION STORMWATER MANAGEMENT PRACTICES...................... 7
S.1 STORMWATER MANAGEMENT CONTROLS ................................................................................... 7
5.2 GREEN INFRASTRUCTURE PRACTICES/RUNOFF REDUCTION TECHNIQUES................................... 7
5.3 POST CONSTRUCTION STORMWATER MANAGEMENT DRAWINGS ................................................ 9
5.4 HYDRAULIC AND HYDROLOGIC ANALYSIS .................................................................................. 9
S.S COMPARISON OF PRE AND POST CONSTRUCTION STORMWATER RUNOFF.................................... 9
6.0 POST CONSTRUCTION STORMWATER MAINTENANCE............................................ 10
6.1 MAINTENANCE TO BE PERFORMED ............................................................................................ 1 O
7.0 CONSTRUCTION WASTE ...................................................................................................... 11
8.0 OFFSITE VEHICLE TRACKING........................................................................................... 11
9.0 TEMPORARY STABILIZATION FOR FROZEN CONDITIONS ..................................... 11
10.0 SPILL PREVENTION PRACTICES....................................................................................... 12
11.0 CERTIFICATIONS.................................................................................................................... 16
12.0 DEFINITIONS............................................................................................................................21
Appendices
A Notice of Intent (NOI) and MS4 Acceptance Form
B Stormwater Management Report and Hydro CAD
C Map Set — Location Map and Construction Drawing
D SWPPP Inspection Forms —SWPPP Inspection Report
E Other SWPPP Forms — Construction Sequence, SWPPP Plan Changes,
Spill Response Form, Stormwater Management Practice Maintenance Log
F SPDES General Permit GP-0-20-001
G Historic Preservation/Endangered Species Documentation
H Deep Ripping and De-compaction (DEC, 2008)
I Stormwater Maintenance Agreement
Stormwater Pollution Prevention Plan 176 South Broadway
The LA Group Project # 2016144
1 .0 PERMIT OVERVIEW AND REQUIREMENTS
1.1 Permit Overview
This Stormwater Pollution Prevention Plan (SWPPP) is prepared to inform the
landowner and construction personnel of the measures to be implemented for
controlling runoff and pollutants from the site during and after construction activities.
The objective of this plan is to comply with the New York Department of Environmental
Conservation (NYSDEC) State Pollutant Discharge Elimination System (SPDES)
General Permit for Stormwater Discharges from Construction Activities, Permit No. GP-
0-20-001 requirements. Any material conflicts between this plan and the site plans,
specification or instructions, must be brought to the attention of the design professional.
The project may have other permits and it is the responsibility of the owner and
contractor to know and understand all permits.
The operator will be issued a bill from New York State for a one hundred and ten dollar
($110.00) annual fee for the open GP-0-20-001 permit. The operator will also be billed
by New York State for a one time one hundred and ten dollar ($110.00) per acre fee for
the proposed disturbed soil area listed in the NOI, and finally a one time six hundred
and seventy five ($675.00) per acre fee for the proposed increased impervious area
listed in the NOI.
The operator is responsible to maintain onsite in a secure location that is accessible
during normal working hours to an individual performing a compliance inspection, the
following information:
✓ the Notice of Intent (NOI),
✓ the NYS Department of Environmental Conservation NOI
Acknowledgement Letter,
✓ the SWPPP,
✓ a copy of the General Permit (included in the SWPPP),
✓ MS4 SWPPP Acceptance Form (where applicable), and
✓ All inspection reports.
All post-construction stormwater management facilities must be inspected annually by a
qualified professional, a report prepared and submitted to the City Engineer
documenting the inspections as well as the maintenance activities that were completed
during the prior year.
Technical standards are detailed in the "New York State Standards and Specifications
for Sediment and Erosion and Sediment Control (November 2016)", as well as
illustrated on the Construction Drawings included in Appendix C. The design of post-
construction stormwater control practices follow the guidance provided by "New York
State Stormwater Management Design Manual."
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Stormwater Pollution Prevention Plan 176 South Broadway
The LA Group Project # 2016144
2.0 SWPPP REVIEW, UPDATE
2.1 SWPPP Review
Applicable Federal, State, and local regulatory agencies that have jurisdiction may
elect to review this SWPPP and notify the permittee in writing that the SWPPP does
not meet the requirements of their regulations. If the SWPPP needs to be revised,
the permittee and the site contractor will make the required modifications within
seven days of such notification and submit written certification to the notifying
agency that the changes have been implemented. A copy of the SWPPP will be
kept available on site for review by regulatory agencies, engineers, and
subcontractors.
This Project is in the City of Saratoga Springs which is a regulated MS4
Community, so a copy of this SWPPP was sent to the City for review. A copy of the
signed MS4 Acceptance form is provided in Appendix A of this SWPPP.
2.2 SWPPP Update
The permittee identified in this SWPPP shall amend the SWPPP under the
following conditions:
✓ Whenever the current provisions prove to be ineffective in minimizing
pollutants in stormwater discharge from the site
✓ Whenever there is a change in design, construction or operation that could
have an effect on the discharge of pollutants
✓ To address issues or deficiencies identified during an inspection by the
qualified inspector, the Department or other regulatory authority
✓ To identify a new subcontractor that will implement any part of the
SWPPP.
If modifications are required to the post-stormwater management practices and the
Project is within a regulated, traditional land use control MS4, the owner or operator
of the Project must notify the MS4 in writing of any planned amendments or
modifications to the post-construction stormwater management practice component
of the SWPPP. Unless otherwise notified by the MS4, the owner or operator shall
have the SWPPP amendments or modifications reviewed and accepted by the MS4
prior to commencing construction of the post-construction stormwater management
practice. The SWPPP PLAN CHANGES, AUTHORIZATION, AND CHANGE
CERTIFICATION form (Appendix E) must be filled out and a copy retained onsite
during construction.
If modifications are required to the post-stormwater management practices and the
Project is not within a Regulated, Traditional Land Use Control MS4, the changes
shall be documented in the SWPPP kept onsite.
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3.0 SITE ASSESSMENT, EVALUATION AND PLANNING
3.1 Project Location
The Project is located on South Broadway (NYS Route 29), approximately 250 feet
south of the intersection South Broadway and Lincoln Avenue, City of Saratoga
Springs, Saratoga County, NY 12866. Access to the site is off both South
Broadway and Lincoln Avenue.
See Appendix C for a general site location map.
3.2 Pre-Development Conditions
Currently, the site abuts a strip mall to the south and commercial parcels to the
North. The site is bound to the west by South Broadway and residential parcels to
the east. The existing cover present in the proposed area of disturbance is an
existing motel and wooded area.
3.3 Project Type
This project is a mixture of new development and redevelopment and has been
designed in accordance with Chapter 4 and Chapter 9 of the NYSDEC Stormwater
Management Design Manual and NYSDEC's General Permit (GP-0-20-001) for
construction activities.
3.4 Project Scope
The Project includes the construction of a four (4) story hotel. The remainder of the
proposed site improvements includes construction of a parking lot, site lighting,
landscaping, stormwater controls, and connections to the municipal water and
sewer. The Project Site represents the area that will be disturbed as a result of the
Project.
3.5 Historic Preservation Determination/Endangered Species
The project area is within an area that is shown on the OPRHP website that might
possibly contain archeologically sensitive resources and therefore a phase 1A and
1 B archeological study was completed in August of 2016. The results of the study
did not identify the presence of archeological sites and that no additional
investigation was recommended. The Archeological study and OPRHP no effect
letter can be found in Appendix G.
The Project in within an area that may contain threatened or endangered species,
or a critical habitat. A field survey was completed and it was determined that neither
the Karner Blue Butterfly nor the Northern Long Eared Bat habitats were present
within the project site. The field survey field report memo can be found in Appendix
G.
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3.6 Receiving Waters
The Site drains offsite to an unnamed stream via the City of Saratoga Springs
municipal storm sewer network.
3.7 Soils
According to the Natural Resources Conservation Service (NRCS) Web Soil
Survey, the area including and surrounding the Project Site is comprised of Windsor
loamy sand. The hydrological soil group classification is `A' .
Test pits and falling head permeability tests were completed by Terracon in June
2019. Results of the tests are provided in Attachment A of the Stormwater
Management Report (Appendix B).
4.0 EROSION AND SEDIMENT CONTROL
4.1 Erosion and Sediment Control Practices
Temporary Structural Practices
✓ Silt Fence
✓ Dust Control
✓ Stabilized Construction Entrance
Permanent Structural Controls
✓ Grading
Temporary Stabilization Practices (including vegetative practices)
✓ Seed and mulch bare soil areas shall be initiated by the end of the next
business day and completed within 14 days.
Permanent Stabilization Practices (including vegetative practices)
✓ Seed and mulch all disturbed areas. Slopes that are 3:1 or steeper should
receive a Rolled Erosion Control Product (RECP), sodding, and or hydro-
seeding a homogenous mixture of wood fiber mulch with tackifying agent.
Refer to Construction Drawings attached in Appendix C for detailed information on
each practice.
4.2 Erosion and Sediment Control Drawings
Erosion and Sediment Control practices are shown on Construction Drawings
included in Appendix C.
4.3 Construction Phasing Plan and Sequence of Operations
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The project will disturb less than five acres.
✓ Temporary structural erosion controls will be installed prior to earthwork as
per the attached plans.
✓ Areas to be undisturbed for more than 14 days will be temporarily
stabilized by seeding.
✓ Disturbed areas will be reseeded and mulched immediately after final
contours are re-established and no more than 14 days after the
completion of construction at that site.
✓ Temporary erosion control devices will not be removed until the area
served is stabilized by the growth of vegetation and the area is certified as
being stabilized by the Erosion Control Superintendent.
Reference
Construction Activities Sheet Start � Stop
Number
Sequence must include major items such as, but not limited to, clearing and
grubbing, excavation and grading, utility and infrastructure installation and any other
activity resulting in soil disturbance. Include installation of erosion and sediment
control ractices and timin of installation.
Install silt fence and construction entrance Week 1
Clear site and rough grade Weeks 2-5
Begin utility installation Weeks 5-8
Begin building construction Weeks 9-
completion
Begin parking lot construction Weeks 9-13
Monitor/maintain erosion and sediment control measures Ongoing
Remove erosion and sediment control measures upon Ongoing
stabilization of contributing areas
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4.4 Erosion and Sediment Control Practice Maintenance
✓ Silt fence — maintenance shall be performed as needed and material
removed when "bulges" develop in the silt fence.
✓ Stabilized construction entrance — entrance shall be maintained in a
condition which shall prevent tracking. This may require periodic top
dressing with additional aggregate. All sediment tracked onto or spilled on
public rights of way shall be removed immediately. When necessary,
wheels must be cleaned to remove sediment prior to entrance on public
rights of way. When washing is required, it shall be done in an area
stabilized with aggregate and wash water shall be directed away from
streams or wetlands preferably to a broad grassed area or a stormwater
pond.
✓ Replace top-soil, mulch and seed where seeding has been disturbed.
4.5 Erosion and Sediment Control Inspection
■ It is recommended that a rain gage be installed at the site.
■ A qualified inspector shall conduct an assessment of the site prior to
the commencement of construction and certify in an inspection report
that the appropriate erosion and sediment controls described in the
SWPPP and required by GP-0-20-001 have been adequately installed
to ensure overall preparedness of the site for commencement of
construction.
■ This qualified inspector must be a Licensed Professional Engineer,
Certified Professional in Erosion and Sediment Control (CPESC),
Registered Landscape Architect, or someone working under the direct
supervision of, and at the same company as, the licensed Professional
Engineer or Registered Landscape Architect, provided they have
received 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 qualified inspector shall receive 4 hours of training every 3
years.
■ The day-to-day erosion control activities on the site will be monitored
by the construction manager. The qualified inspector (as defined by
the NYS DEC SPDES regulations) and his crews will make at least
one inspection every seven (7) days of erosion control devices, and
non-stabilized areas during construction. A maintenance inspection
report will be completed by the qualified inspector after each
inspection. The report form to be completed by the inspector is
attached in Appendix D. Reports should be compiled and maintained
on-site in the SWPPP 3-ring binder.
■ All measures will be maintained in good working order; if repair is
necessary, it will be initiated within 24 hours of report. The qualified
inspector shall take photographs of any needed repairs and also
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photograph when the repairs are completed. These photographs will
be time and date stamped and attached to the weekly inspection
report.
■ Seeded and planted areas will be inspected for bare spots, washouts,
and healthy growth. If necessary, spot reseeding or sodding will be
implemented.
■ A trained contractor will be an employee from the contracting company
responsible for the implementation of the SWPPP. This person will be
onsite when any soil disturbing activities are being conducted. The
trained contractor must have received 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 qualified inspector shall receive 4
hours of training every 3 years. This trained contractor cannot conduct
the regular SWPPP compliance inspections unless they meet the
qualified inspector qualifications.
4.6 Contractor Sequence Form
The operator shall prepare a summary of construction status using the Construction
Sequence Form (included in Appendix E) once every month. Significant deviations
to the sequence and reasons for those deviations (i.e. weather, subcontractor
availability, etc.), shall be noted by the contractor. The schedule shall be used to
record the dates for initiation of construction, implementation of erosion control
measures, stabilization, etc. A copy of this table will be maintained at the
construction site and updated.
5.0 POST CONSTRUCTION STORMWATER MANAGEMENT
PRACTICES
5.1 Stormwater Management Controls
The proposed Post Construction Stormwater Management controls on this project
are listed below:
✓ Underground Infiltration Chambers
5.2 Green Infrastructure Practices/Runoff Reduction Techniques
The proposed Green Infrastructure practices or Standard Management practices
with Runoff Reduction capabilities on this project are listed below:
✓ Underground Infiltration Chambers
The provided runoff reduction volume is 0.067 ac-ft, which is greater than the
required water quality volume, 0.066 ac-ft.
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Soil Restoration
Excessively compacted areas and areas of cut and fill on the Project Site will have
soil restoration applied as needed and as specified in the table below. Attached in
Appendix H is "Deep Ripping and De-compaction, (DEC 2008)." This methodology
should be followed for soil restoration as specified in the table below:
Type of Soil Disturbance Soil Restoration Requirement Comments/Egamples
Minimal Soil Disturbance Restoration not permitted Preservation of Natural Features
Areas where topsoil is stripped Restoration not required Clearing and Crrubbing
only-no change in grade
HSG A&B HSG C&D
Areas of cut and fill apply 6 inches of Aerate*and apply
topsoil 6 inches of topsoil
Heavy traffic areas onsite HSG A&B HSG C&D
(especially in a zone 5-25 feet
around buildings,but not within a Aerate and apply 6 Apply full Soil
5 foot perimeter around �ches of topsoil Restoration**
foundation walls)
Keep construction equipment from
Areas where Runoff Reduction Restoration not required,but may be crossing these areas. To protect
and/ar infiltration practices are applied to enhance the reduction newly installed practice from arry
applied specified for appropriate practices ongoing construction activities
construct a single phase operation
fence area.
*Aeration includes the use of machines such as tractor-drawn implements with coulters making a narrow slit in
the soil,a roller with many spikes making indentations in the soil,or prongs which function like a muu-subsoiler
**Per"Deep Ripping and Decopmpaction,DEC 2008"
• If compost amendment is required, 2 to 4 inches of screened compost will be
incorporated into the soil.
• Prior to application of the deep-ripping and de-compaction, the depth to
bedrock or naturally occurring hardpan should be known so that the depth of
tillage be adjusted according to those restrictive depths.
• Soils with a slope that exceeds 10% will not have full soil restoration with
deep-ripping and de-compaction due to potential for erosion from tilled soil.
• Any soil tillage (deep or shallow) will not be done on soils that are
excessively wet, as this will damage the soil.
• Any tillage will not be done within approximately 10' of the drip-line of any
existing established trees.
• Any large stones that are unearthed during tillage should be removed from
the surface prior to final surface preparation and vegetation establishment.
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5.3 Post Construction Stormwater Management Drawings
Post construction stormwater management controls are shown on Construction
Drawings included in Appendix C.
5.4 Hydraulic and Hydrologic Analysis
The program utilized for quantifying stormwater runoff rates and volumes was
HydroCAD software, produced by Applied Microcomputer Systems of Chocorua,
NH. The SCS 24-hour Type I I design storms for 1, 10, and 100-year frequency
rainfall were analyzed.
✓ Hydrologic/hydraulic analysis for all structural components of the stormwater
control system for the applicable design storms (see Appendix B).
✓ Comparison of post-development stormwater runoff conditions with pre-
development conditions (see Appendix B).
✓ Dimensions, material specifications and installation details for each post-
construction stormwater control practice (see Appendix B and C).
5.5 Comparison of Pre and Post Construction Stormwater Runoff
Stormwater Quantity. These calculations are based on the HydroCAD
analysis.
Pre Develo ment Post Develo ment
10 ear, 24 hour storm Q 4.75 CFS 3.90 CFS
100 ear, 24 hour storm Qf 8.05 CFS 6.53 CFS
Water Quality Volume Calculations
The following was utilized to determine water quality volume:
WQv= (P) (Rv)(A)
12
Where:
WQv= Water Quality Volume (acre/feet)
P = 90% Rainfall Event
Rv = 0.05 + 0.009(I) where I is impervious cover in percent
A = Subcatchment area in acres
Re uired Provided
Water Quality Volume (WQv) 0.066 AC FT 0.066 AC FT
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6.0 POST CONSTRUCTION STORMWATER MAINTENANCE
6.1 Maintenance to be Performed
Larkin Hospitality will be responsible for the continuous upkeep and maintenance of
all post construction stormwater management facilities.
Post-construction maintenance for this project will consist of regular inspections of
permanent stormwater management facilities and steep slopes. These
maintenance procedures are essential to assure continual performance of the
stormwater management practices on your site. During the inspection and any
maintenance activity to the stormwater management practices, the responsible
party should fill out an inspection and maintenance log (Appendix E) to record that it
was done. Annual inspections of the post construction stormwater management
practices shall be completed and inspection reports shall be sent to the office of the
City Engineer for their records.
The City of Saratoga Springs shall approve a formal maintenance and inspection
agreement in accordance with City Code Chapter 242 for stormwater management
facilities to ensure the practices will be properly operated and maintained in
accordance with the long term operation and maintenance plans. This agreement
shall be binding on all subsequent land owners and recorded in the office of the
County Clerk as a deed restriction on the property.
Catch Basins (All)
■ Sediment removal with a vacuum truck should be done at least once a year,
preferably after spring runoff and then in early fall, or when they are at 50%
capacity, whichever comes first.
■ Any mechanical valves should be operated for inspection every two months.
Underground Infiltration Chambers
■ The systems should be inspected quarterly for the first year and if there are no
problems, the system can be inspected annually after the first year.
■ If sediment is accumulating on the bottom of the system, pump in water via a
flushing port or observation well and then pump the sediment laden water out via
the flushing port or the inlet. This can be done with a vacuum truck. The system
may have to be flushed multiple times until it is clean of sediment.
■ Also, the manifold feeding the pipe storage should be flushed by pumping water
in the manhole access and out the flushing port. This should be done during the
routine inspection.
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7.0 CONSTRUCTION WASTE
Waste Materials: All waste materials generated during construction will be disposed at
a suitable landfill, or transfer station.
Hazardous Waste: The project will not be a generator of hazardous waste and it is not
anticipated that any hazardous waste will be generated during construction. If there are
any materials generated, a licensed hazardous waste carrier will be contracted to
dispose the hazardous material at a suitable disposal site. If hazardous materials are
discovered during construction, the work will be stopped until the issue is resolved.
Waste: Portable sanitary facilities will be made available to construction personnel and
will be serviced regularly.
8.0 OFFSITE VEHICLE TRACKING
Excavation equipment involved with the construction will remain on the project site and
will not regularly egress or ingress the site. Any trucks used to bring in materials or
remove materials via municipal paved roads will do so over a stabilized construction
entrance. If any off-site vehicle tracking occurs, the contractor will be directed to initiate,
street sweeping program in the immediate vicinity of the site.
9.0 TEMPORARY STABILIZATION FOR FROZEN
CONDITIONS
The following temporary stabilization measures MUST be performed when construction
is occurring during winter/frozen ground conditions. The following requirements do not
supersede any other requirements of this SWPPP as they apply to non-frozen ground
conditions.
■ Perimeter erosion control MUST still be installed prior to earthwork
disturbance as per this SWPPP.
■ Any areas that cannot be seeded to turf by October 1 or earlier will
receive a temporary seeding. The temporary seeding will consist of
winter rye seeded at the rate of 120 pounds per acre (2.5 pounds per
1,000 square feet) or stabilized as per the temporary stabilization for
winter construction/frozen conditions.
■ Any area of disturbance that will remain inactive for a period of 14
consecutive days MUST be mulched. This includes any previously
disturbed areas that are covered with snow.
■ Mulch MUST consist of loose straw applied at the rate of 2 to 3 bales
(90 to 100 pounds) per thousand square feet.
■ Mulch MUST be applied uniformly over the area of bare soil or bare
soil that is covered with snow. For the latter condition, mulch MUST
be applied on top of snow.
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■ Using a tracked vehicle, mulch MUST be crimped into the bare
soil/snow. The tracked vehicle MUST be driven across the mulched
areas in at least two directions to maximize crimping of mulch into the
soil/snow.
■ If mulch gets blown off an area to a significant degree, the site
inspector WILL require that an area be re-mulched in accordance with
Items 2 through 5 above, and this area WILL be included on the
inspection checklist for the next inspection.
■ If a particular area repeatedly experiences loss of mulch due to wind,
then the inspector WILL require that an alternative method be used to
secure the mulch in place. Such alternatives may include the use of
netting, tackifier or other methods deemed appropriate by the
inspector.
■ During periods when snow is melting and/or surface soils are thawing
during daytime hours, mulched areas MUST be re-tracked (crimped)
as per Item 5 above at least once every seven days, more frequently if
directed by the inspector. Additional mulch may be required to obtain
complete coverage of an area. Biodegradable erosion control matting
may be required on steeper slopes.
■ Additional stabilization measures for non-frozen ground conditions
described in this SWPPP WILL be implemented at the time deemed
appropriate by the inspector.
During the winter season, if a site has been stabilized and soil disturbing activities have
been suspended for the winter, weekly inspections can be suspended. However, monthly
inspections must still be conducted. All normal weekly inspections must resume when soil
disturbing activities resume.
10.0 SPILL PREVENTION PRACTICES
Good Housekeeping and Material Management Practices
The following good housekeeping and material management practices will be followed
on site during the construction project to reduce the risk of spills or other accidental
exposure of materials and substances to stormwater runoff.
■ Materials will be brought on site in the minimum quantities required.
■ All materials stored on site will be stored in a neat, orderly manner in
their appropriate containers, and if possible, under a roof or other
enclosure.
■ Products will be kept in their original containers with the original
manufacturer's label.
■ Substances will not be mixed with one another unless recommended
by the manufacturer.
■ Whenever possible, all of a product will be used up before disposal.
■ Manufacturer's recommendations for proper use and disposal will be
followed.
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■ The construction manager or his designee will inspect regularly to
ensure proper use and disposal of materials on site.
■ The contractor shall prohibit washing of tools, equipment, and
machinery in or within 100 feet of any watercourse or wetland.
■ All above grade storage tanks are to be protected from vehicle damage
by temporary barriers.
Inventory for Pollution Prevention Plan
The materials and substances listed below are expected to be on-site during
construction.
■ Petroleum for fueling vehicles will be stored in above ground storage
tanks. Tanks will either be steel with an enclosure capable of holding
110% of the storage tank volume or of a Con-Store, concrete encased
type typically employed by NYSDOT. Hydraulic oil and other oils will
be stored in their original containers. Concrete and asphalt will be
stored in the original delivery trucks.
■ Fertilizer may be stored on site in its original container for a short
period of time prior to seeding. Original containers will be safely piled
on pallets or similar devices to protect from moisture.
■ Paints and other similar materials will be stored in their original
containers and all empty containers will be disposed of in accordance
with label directions.
■ Portable sanitary facilities, which contain chemical disinfectants
(deodorants) will be located on-site, with the disinfectants held in the
tank of the toilet.
Hazardous Products
These practices are used to reduce the risks associated with hazardous materials.
■ Products will be kept in original containers unless they are not re-
sealable.
■ Original labels and material safety data sheets will be retained; they
contain important product information.
■ If surplus product must be disposed of, manufacturers' or local and
State recommended methods for proper disposal will be followed.
Spill Prevention
The following product specific practices will be followed on site.
Petroleum Products:
■ Construction personnel should be made aware that emergency
telephone numbers are located in this SWPPP.
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■ The contractor shall immediately contact NYSDEC in the event of a
spill, and shall take all appropriate steps to contain the spill, including
construction of a dike around the spill and placing absorbent material
over this spill.
■ The contractor shall instruct personnel that spillage of fuels, oils, and
similar chemicals must be avoided and will have arranged with a
qualified spill remediation company to serve the site.
■ Fuels, oils, and chemicals will be stored in appropriate and tightly
capped containers. Containers shall not be disposed of on the project
site.
■ Fuels, oils, chemicals, material, equipment, and sanitary facilities will
be stored/located away from trees and at least 100 feet from streams,
wells, wet areas, and other environmentally sensitive sites.
■ Dispose of chemical containers and surplus chemicals off the project
site in accordance with label directions.
■ Use tight connections and hoses with appropriate nozzles in all
operations involving fuels, lubricating materials or chemicals.
■ Use funnels when pouring fuels, lubricating materials or chemicals.
■ Refueling and cleaning of construction equipment will take place in
parking areas to provide rapid response to emergency situations.
■ All on-site vehicles will be monitored for leaks and receive regular
preventative maintenance to reduce the chance of leakage. Any
vehicle leaking fuel or hydraulic fuel will be immediately scheduled for
repairs and use will be discontinued until repairs are made.
Fertilizers:
■ Fertilizer will be stored in its original containers on pallets with water
resistant coverings.
■ Proper delivery scheduling will minimize storage time.
■ Any damaged containers will be repaired immediately upon discovery
and any released fertilizer recovered to the fullest extent practicable.
Paints:
■ All containers will be tightly sealed and stored when not required for
use.
■ Excess paint will not be discharged to the storm water system or
wastewater system, but will be properly disposed of according to
manufacturers' instructions or State and local regulations.
Concrete Trucks:
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■ Concrete trucks will be allowed to wash out or discharge surplus
concrete or drum wash water only at designated locations on site.
Asphalt Trucks:
■ Asphalt trucks shall not discharge surplus asphalt on the site.
Spill Control Practices
In addition to the good housekeeping and material management practices discussed in
the previous sections of this plan, the following practices will be followed for spill
prevention and cleanup. The construction manager or site superintendent responsible
for the day-to-day site operations will be the spill prevention and cleanup coordinator.
He will designate at least three other site personnel who will receive spill prevention and
cleanup training. These individuals will each become responsible for a particular phase
of prevention and cleanup. The names of responsible spill personnel will be posted in
the material storage area and in the onsite construction office or trailer.
■ Manufacturers' recommended methods for spill cleanup will be clearly
posted and site personnel will be made aware of the procedures and
the location of the information and cleanup supplies. Any spill in
excess or suspected to be in excess of two gallons will be reported to
the NYSDEC Regional Spill Response Unit. Notification to the
NYSDEC (1-800-457-7362) must be completed within two hours of the
discovery of the spill.
■ Materials and equipment necessary for spill cleanup will be kept in the
material storage area onsite. Equipment and materials will include but
not be limited to absorbent pads, brooms, dust pans, mops, rags,
gloves, goggles, activated clay, sand, sawdust, and plastic and metal
trash containers specifically for this purpose.
■ All spills will be cleaned up immediately after discovery.
■ The spill area will be kept well ventilated and personnel will wear
appropriate protective clothing to prevent injury from contact with
spilled substance.
■ Spills of toxic or hazardous material will be reported to the appropriate
State or local government agency, regardless of the size
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11 .0 CERTIFICATIONS
Preparer Certification of Compliance with Federal, State, and Local Regulations
This Stormwater Pollution Prevention Plan was prepared in accordance
with the New York State Department of Environmental Conservation
SPDES General Permit for Stormwater Discharges from Construction
Activities (Permit No. GP-0-20-001), pursuant to Article 17, Titles 7, 8 and
Article 70 of the Environmental Conservation Law. This SPDES General
Permit implements the Federal Clean Water Act pertaining to stormwater
discharges.
Name: Brett Strom Title: Civil Engineer
Signature: Date:
Company Name: The LA Group, PC
Owner Pollution Prevention Plan Certification
1 certify under penalty of law that this document and all attachments were
prepared under my direction or supervision to assure that qualified
personnel properly gathered and evaluated the information submitted.
Based on my inquiry of the person or persons who are directly responsible
for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. 1 am aware that
false statements made herein are punishable as a Class A misdemeanor
pursuant to Section 210.45 of the Penal Law.
1 understand that GP-0-20-001 requires site inspections be conducted by
a qualified professional once every seven (7) days and when approved in
writing by the NYSDEC, disturbances of greater than five (5) acres at one
time require site inspections two (2) times every seven (7) days. These
inspections shall be performed by a qualified professional as defined by
the General Permit.
The Owner/Operator will be held financially responsible for any and all fines
related to work tasks that are not specified by the Contractor(s)/Subcontractor(s)
below.
Name: Joe Larkin Title:
Signature: Date:
Company Name:
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Contractor and Subcontractor Certification
1 hereby certify that 1 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. 1 also
understand that the owner or operator must comply with the terms and
conditions 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 understand that
certifying false, incorrect or inaccurate information is a violation of the
referenced permit and the laws of the State of New York and could subject
me to criminal, civil and/or administrative proceeding.
Name Title
Signature Date
Company Name
Address
City, State, Zip
Phone Number
1.
2.
SWPPP Components You 3.
Are Responsible For 4.
5.
6.
Name of Trained
Individual Responsible for
SWPPP Implementation Title
Signature of Trained
Individual Responsible for
SWPPP Implementation Date
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Contractor and Subcontractor Certification
1 hereby certify that 1 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. 1 also
understand that the owner or operator must comply with the terms and
conditions 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, 1 understand that
certifying false, incorrect or inaccurate information is a violation of the
referenced permit and the laws of the State of New York and could subject
me to criminal, civil and/or administrative proceeding.
Name Title
Signature Date
Company Name
Address
City, State, Zip
Phone Number
1.
2.
SWPPP Components You 3.
Are Responsible For 4.
5.
6.
Name of Trained
Individual Responsible for
SWPPP Implementation Title
Signature of Trained
Individual Responsible for
SWPPP Implementation Date
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Stormwater Pollution Prevention Plan 176 South Broadway
The LA Group Project # 2016144
Contractor and Subcontractor Certification
1 hereby certify that 1 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. 1 also
understand that the owner or operator must comply with the terms and
conditions 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 understand that
certifying false, incorrect or inaccurate information is a violation of the
referenced permit and the laws of the State of New York and could subject
me to criminal, civil and/or administrative proceeding.
Name Title
Signature Date
Company Name
Address
City, State, Zip
Phone Number
1.
2.
SWPPP Components You 3.
Are Responsible For 4.
5.
6.
Name of Trained
Individual Responsible for
SWPPP Implementation Title
Signature of Trained
Individual Responsible for
SWPPP Implementation Date
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Stormwater Pollution Prevention Plan 176 South Broadway
The LA Group Project # 2016144
Contractor and Subcontractor Certification
1 hereby certify that 1 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. 1 also
understand that the owner or operator must comply with the terms and
conditions 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, 1 understand that
certifying false, incorrect or inaccurate information is a violation of the
referenced permit and the laws of the State of New York and could subject
me to criminal, civil and/or administrative proceeding.
Name Title
Signature Date
Company Name
Address
City, State, Zip
Phone Number
1.
2.
SWPPP Components You 3.
Are Responsible For 4.
5.
6.
Name of Trained
Individual Responsible for
SWPPP Implementation Title
Signature of Trained
Individual Responsible for
SWPPP Implementation Date
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12.0 DEFINITIONS
Construction Activity(ies) - means any clearing, grading, excavation, filling,
demolition, or stockpiling activities that result in soil disturbance. Clearing activities can
include, but are not limited to, logging equipment operation, the cutting and skidding of
trees, tree removal, stump removal and/or brush 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 Phasing Plan - a plan designed to construct particular portions of an
individual project at different times. Phasing is often used when a project is very large
to limit the disturbance at a single time to 5 acres per phase.
Erosion and Sediment Control Practices —temporary measures installed prior to
construction and maintained during construction to temporarily treat any stormwater
runoff. Once construction is completed and post-construction stormwater management
practices are installed and the site is stabilized, the erosion and sediment control
practices are removed from the site.
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
pavement.
Green Infrastructure — in the context of stormwater management, the term green
infrastructure includes a wide array of practices at multiple scales to manage and treat
stormwater, maintain and restore natural hydrology and ecological function by
infiltration, evapotranspiration, capture and reuse of stormwater, and establishment of
natural vegetative features. On a regional scale, green infrastructure is the preservation
and restoration of natural landscape features, such as forests, floodplains and wetlands,
coupled with policies such as infill and redevelopment that reduce overall
imperviousness in a watershed or ecoregion. On the local scale green infrastructure
consist of site and neighborhood specific practices and runoff reduction techniques.
Such practices essentially result in runoff reduction and or establishment of habitat
areas with significant utilization of soils, vegetation, and engineered media rather than
traditional hardscape collection, conveyance and storage structures. Some examples
include green roofs, trees and tree boxes, pervious pavement, rain gardens, vegetated
swales, planters, reforestation and protection and enhancement of riparian buffers and
floodplains.
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.
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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
iv. Which is not part of a Publicly Owned Treatment Works (POTW) as defined at
40 CFR 122.2.
Notice of Intent — a standardized format notification sent to the NYSDEC to inform
them of the proposed activity to be sent after the SWPPP has been completed.
Owner or Operator — means the person, persons or legal entity which owns or leases
the property on which the construction activity is occurring; and/or an entity that has
operational control over the construction plans and specifications, including the ability to
make modifications to the plans and specifications.
Post-Construction Stormwater Management Practices — permanent devices
constructed or installed onsite to treat stormwater from a site when construction is
completed.
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.
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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 ot practice in the State of New York.
Regulated, Traditional Land Use Control MS4 - means a city, town, or village with
land use control authority that is required to gain coverage under New York State DEC's
SPDES General Permit for Stormwater Discharges from Municipal Separate
Stormwater Sewer Systems (MS4s).
Sequence of Operations — the individual steps and their specific order which are
undertaken in order to construct a project or a given phase of a project from beginning
to end. (i.e. clearing, grading, foundation work, landscaping, etc.)
State Pollutant Discharge Elimination System (SPDES) — means the system
established pursuant to Article 17 of the Environmental Conservation Law (ECL) and 6
NYCRR Part 750 for issuance of permits authorizing discharges to the waters of the
state.
Stormwater Pollution Prevention Plan (SWPPP) - a report that is compiled providing
detailed information about the proposed activity and the specifics to how the stormwater
will be managed during construction and after construction is completed.
Surface Waters of the State - shall be construed to include lakes, bays, sounds,
ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes,
inlets, canals, the Atlantic Ocean, within the territorial seas of the state of New York and
all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt,
public or private (except those private waters that do not combine or effect a junction
with natural surface or underground 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 800-941.
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
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can include, but are not limited to, mulch, seed and mulch, and erosion control mats
(e.g. jute twisted yarn, excelsior wood fiber mats).
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 A 47 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.
G:�Proj-2016\2016144_Turf N_Spa_Larkin_South_Broadway�2016144Enviro\02SWPPP�2016144_SWPPP.docxlayer
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,.,,.. U P
T, ,e LA �if�� ,, Page 24
Appendix A
Notice of Intent
(NOI)
and
MS4 Acceptance Form
5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
176 South Broadway
O
Alternate ID 176 South Broadway Submission HNX-33WD-B0007 Revision 1 Farm Version 1.20
Review
Thls step allaws yau to review the form to canfirm the form is papulated campletely and accurately,prior to certificatian and su6mission.
Please note:Any wark yau perfarm filling out a form will not be accessi6le 6y NYS�EC staff ar the pu6lic until yau actually su6mit the farm in the'Certify&Su6miY step.
OWNER/OPERATOR INFORMATION
Owner/Operator Name IGampany/Private Owner/Municipality/Agency/Institution,etc.)
Larkin Hospitality
Owner/Operator Contact Persan Last Name INOT CONSULTANT)
Joe
Owner/Operator Contact Person First Name
Larkin
Owner/Operator Mailing Address
410 Shel6urne Raad
City
Burlington
State
VT
2ip
05401
Phone
8028601112
Email
JoeLa rkin@la rkin realty.net
Federal Tax ID
None Specified
PROJECT LOCATION
Project/Site Name
176 Sauth Braadway
Street Address(Not P.O.Box)
176 South Broadway
Side of Street
East
City/Town/Village ITHAT ISSUES 6UIL�ING PERMIT)
Saratoga Springs
State
NY
2ip
12866
Caunty
SARATO6A
UEC Region
5
Name of Nearest Cross Street
Lincoln Ave
https://nform-prod.dec.ny.gov/app/#/submissionwizard/edbbb401-dc9c-4c33-8458-a6f743007bf1/11 1/8
5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
Distance to Nearest Crass Street�Feet)
259
Project In Relation ta Cross Street
Sauth
Tax Map Numhers Sectian-Block-Parcel
None Specified
Tax Map Numhers
178.27-1-44
1.Coordinates
Provide the Geagraphlc Coardinates tar the project site.The t�Na methods are�.
-Navlgate to the project lacatlon on the map�6elaw)and cllck ta place a marker and obtaln the XY
caardinates.
-The"Flnd Me"button will provlde the lat/long for the person fllling out thls form.Then pan the
map to the carrect location and click the map to place a marker and a6tain the XY caordinates.
Navigate to yaur lacation and click an the map ta get the X,Y caardinates
Latitude Longitude
43.072605457941165 -73.7872091148275
PROJECT DETAILS
2.What is the nature af this project?
Redevelopment with increase in impervious area
3.Select the predaminan�land use for both pre and post develapment conditions.
Pre-Development Existing Landuse
Commercial
Post-�evelapment Future Land Use
Commercial
3a.If Single Family Su6divisian was selected in question 3,enter the numher of su6divisian lats.
None Specified
4.In accardance with the larger comman plan af developinent ar sale,enter the total project site
acreaqe,the acreage to he dlsturbed and the future Impervious area(acreagelwlthln the dlsturbed
area,
'��"'�ROUND TO THE NEAREST TENTH OF AN 4CRE�"'-'�
TotalSite Area(acres)
1.8
Total Area to he Disturbed(acres)
1.8
Existing Impervious Area to he Disturbed Iacres)
0.8
Future Imperviaus Area Within Distur6ed Area(acres)
1.5
5.Ua you plan ta disturb more than 5 acres af sail at any ane time?
Na
b.Indicate the percentage(%)af each Hydralogic Sail Graup�HSG)at the slte.
AI�)
100
BI%1
0
c(/)
a
01/)
0
7.Is this a phased project?
Na
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5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
8.Enter the planned start and end dates af the disturhance activities.
Start Date
9/1/2020
End Uate
b/1/2021
9.Identify the nearest surface waterbody(ies)to which construction site runoff will discharge.
Unnamed Stream
9a.Type af waterhady identified in questian 9?
Stream/Creek Off Site
Other Waterbody Type Off Site Uescription
None Specified
96.If"wetland"was selected in 9A,how was the wetland identified?
None Specified
70.Has the surface waterbodylies in questian 9 heen identified as a 303(d)segment in Appendix E of GP-0-75-002?
Na
7 7.Is this praject located in ane of the Watersheds identified in Appendix C of GP-0-75-002?
Na
72.Is the praject located in one of the watershed areas associated with AA and AA-5 dassified waters?
Na
If No,skip question 13.
73.Does this constructian activity disturh land with no existing impervious cover and where the SoilSlope Phase is identified as an E or F on the USUA SailSurvey?
None Specified
If Yes,what is the acreage ta 6e disturhed?
None Specified
74.Will ihe project disturh soils within a State regulated wetland or the protected 700 faot adjacent area?
Na
75.Does the site runoff enter a separate storm sewer system Iincluding roadside drains,swales,ditches,culverts,etc)?
Yes
76.What is the name af�he municipality/entity that owns the separate storm sewer system?
City af Saratoga Springs
77.Does any runoff from the site enter a sewer classified as a Comhined Sewer?
Na
78.Will fu�ure use af this si�e he an agricultural proper�y as defined by the NYS AgricuUure and Markets Law?
Na
19.Is this praperty awned by a state autharity,state agency,federal government or local government?
Na
20.Is this a remediation praject heing done under a Uepartmen�approved wark plan?�i.e.CERLLA,RCRA,Valuntary Cleanup Agreemen�,etc.)
Na
REQUIRED SWPPP COMPONENTS
21.Has the required Erosion and Sediment Control component of the SWPPP 6een developed in canformance with the current NYS Standards and Specificatians for Erosion and Sediment Control(aka Blue Book)?
Yes
22.Daes this constructian activity require the development of a SWPPP that includes the post-construction starmwater management practice camponent�i.e.Runaff Reduction,Water Quality and Quantity Conirol
p ract ices/tec h n i q ues)?
Yes
If yau answered No in ques�ian 22,skip question 23 and the Post-construction Criteria and Past-constructian SMP Identification sections.
23.Has the post-construction starmwater management practice camponent af the SWPPP 6een developed in conformance with the current NYS Stormwater Management Design Manual?
Yes
24.The Stormwater Pollution Preventian Plan 15WPPP)was prepared 6y:
Professional Engineer�P.E.)
SWPPP Preparer
The LA Group
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5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
Cantact Name�Last,Space,First)
Stram
Mailing Address
Brett
City
Saratoga Springs
State
New York
2ip
12866
Phone
5185878100
Email
hstrom@thelagroup.com
Uawnlaad SWPPP Preparer Certificatian Form
Please take the following steps to prepare and upload your preparer certification form:
1)Click an the llnk belaw to downlaad a 6lank certiflcatian farm
2)The certified SWPPP preparer should sign thls form
51 Scan the siqned form
4)Uplaad the scanned dacument
�awnload 5`NPPP Preparer Certificatian Farm
Please uplaad the SWPPP Preparer Certificatian
No files uploaded
Lamment A nueas�e�er�e�srea����ed.
None Specified
EROSION&SEDIMENT CONTROL CRITERIA
25.Has a construction sequence schedule for the planned management practices been prepared?
Yes
26.Select all of the erosian and sediment cantral practices that will be employed an the project site:
Temparary Structural
�ust Contral
Silt Fence
Stabilized Construction Entrance
Storm Drain Inlet Protection
Biotechnical
Nane
Vegetative Measures
Seeding
Mulching
Permanent Siructural
Land Grading
Other
Nane Specified
POST-CONSTRUCTION CRITERIA
`IMPORTANT:Completion of Questions 27-39 is not required if response ta Question 22 is No.
27.Identify all site planning practices that were used ta prepare the final site plan/layout far the praject.
Preservation of Buffers
27a.Indicate which of the fallawing sail restaration criteria was used to address the requirements in Section 5.7.6�"Sail Restaratian")of the Uesign Manual�2070 version).
All disturbed areas will be restared in accordance with the Sail
Restoration requirements in Table 5.3 of the Design Manual(see page
5-22).
28.Provide the tatal Water Quality Valume�Wav)required for this projed�6ased on final site plan/layaut).�Acre-feet)
0.066
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5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
29.Past-canstruction SMP Identificatian
Uee the Paet-conetructlon SMP Identiflcatlan eectian to Identify the RR techniques(Area
Reductian),RR techniquesNalume Reductian)and Standard SMPs wlth RRv Capaclty that were
used ta reduce the Tatal WQv Requlred(#24).
Identify the SMPs ta 6e ueed by praviding the tatal imperviaus area that contributes runaff to each
technlque/practice selected Farthe Area Reduction Techniques,pravlde the tatal contri6uting area
�Includes pervlous area)and,if appGca6le,the tatal Impervlaus area that contri6utes runaff to the
technlque/practi�e.
Nate�.Redevelopinent projects shall use the Post-Constructian SMP Identificatian sectian to Identify
the SMPs used to treat and/or reduce the WQv required.If runoff reductian techniques will nat 6e
used ta reduce the required WQv,skip to question 33a after identifying the SMPs.
30.Indicate the Total RRv provided by the RR techniques(Area/Volume Reduction)and Standard SMPs with RRv capacity identified in questian 29.(acre-feet)
0.066
37.Is the Total RRv pravided�#30)greater than or equal ta the tatal WQv required�#28)?
Yes
If Yes,ga 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)/72,Ai=1s)IAic)]Iacre-feet)
None Specified
32a.Is the Total RRv pravided(#30)greater than or equal ta the Minimum RRv Required(k32)?
Nane Specified
If Yes.9a to questian 33.
Nate�.Use the space provided in questian#39 ta summarize the specific site Limitations and
justlficatlon far nat reducing 1 00%af W�v requlred�#28).A detalled evaluatian af the speciflc slte
limitatians and justiflcatian for not reducing 100%af the WQv requlred�#28)must also 6e included
in theSWPPP.
If No,sizing criteria has not been meT,therefare,N01 can nat 6e praceeeed SWPPP preparer muet
modify design ta meet sizing criteria.
33.SMPs
Use the Post-construction SMP Identification section to identify the Standard SMPs and,if
applicable,the Alternative SMPs to 6e used to treat the remalning total WQv(=Tatal WQv Requlred
In i728-Tatal RRv Provlded In#30).
Alsa,provide the total impervious area that�antrihutes runoff ta each practice selected.
NOTE:Use the Past-construction SMP Identificatian sectian ta identify the SMPs used on
Redevelapment prajects.
33a.Indicate the Total WQv provided(i.e.WQv trea�ed)hy the SMPs identified in questian N33 and Standard SMPs with RRv Capacity identified in question#29.�acre-feet)
None Specified
Nate�.Far the standard SMPs with RRv capaclty,the WQv pravlded by each practice=the W�v
calculated using the cantri6uting drainage area to the practice-pravlded 6y the practice.(See
Tahle 3.5 in�esign ManuaO
34.Provide the sum of the Total RRv provided�N30)and the WQv pravided�#33a).
None Specified
35.Is the sum af the RRv provided(ti30)and ihe WOv provided 1M33a)greater than or equal to the total WQv required 1�128)?
None Specified
If Yes,ga to question 36.
If Nq sizing criteria has not 6een met�,therefare,N01 can nat 6e pracessed.SWPPP preparer must
modif design to meet sizing criteria.
36.Provide the tatal Channel Protection Storage Valume�CPv required and pravided ar select waiver�N36a),if applicahle.
CPv Required(acre-feeH
Nane Specified
CPv Provided�acre-feet)
None Specified
36a.The need to provide channel protection has heen waived because:
Reduction of the total CPv is achieved on site through runoff reduction
techniques or infiltration systems.
37.Provide the Overhank Flaad(Qp)and Extreme Flood�af)cantral criteria or select waiver�#37a),if applicahle.
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5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
Over6ank Fload Control Criteria lQp)
Pre-Uevelopment�LFS)
4.75
Post-�evelapment�CFS)
3.90
Total Extreme Flood Control Criteria(Qf)
Pre-Uevelopment�CFS)
8.05
Post-�evelapment(CFS)
6.53
37a.The need to meet the�p and Qf criteria has heen waived because:
None Specified
38.Has a long term Operatian and Maintenance Plan for the post-construction stormwater management practice(s)6een develaped?
Yes
If Yes.Identify the entity responsihle far the lang term Operation and Maintenance
Larkin Haspitality
39.Use this space to summarize the specific site limitations and justification for not reducing 700�af WQv required(#28).(See question#Y32a)This space can also 6e used for other pertinent praject information.
None Specified
POST-CONSTRUCTION SMP IDENTIFICATION
Runoff Reductian(RR)Techniques,Standard Stormwater Management Practices ISMPs)and Alternative SMPs
Identify the Post-construction SMPs to 6e ueed by providing the total impervious area that
cantri6utes runoff ta each technique/practice selected For the Area Reductian Technlques,pravide
the tatal cantrl6uting area(includes pervlaus area)and,If applica6le,the total imperviaus area tFiat
cantrihutes runoff ta the technique/practi�e.
RR Techniques�Area Reduction)
Round ta the nearest tenth
Total Contributing Acres for Conservatian of Natural Area(RR-i)
Nane Specified
Total Contributing Imperviaus Acres for Canservation af Natural Area�RR-7)
None Specified
Total Lontributing Acres for Sheetflaw to Riparian 8uffers/Filter Strips(RR-2)
Nane Specified
Total Contributing Imperviaus Acres for Sheetflow ta Riparian Buffers/Filter Strips IRR-2)
None Specified
Total Contributing Acres far Tree Planting/Tree Pit(RR-3)
None Specified
Total Contributing Imperviaus Acres for Tree Planting/Tree Pit IRR-3)
None Specified
Total Contributing Acres far Uisconnection of Raaftop Runaff(RR-4)
None Specified
RR Techniques Nolume Reductian)
Total Contributing Impervious Acres for�isconnectian of Rooftap Runoff IRR-4)
Nane Specified
Total Contributing Imperviaus Acres for Vegetated Swale�RR-5)
None Specified
Total Contributing Impervious Acres for Rain Garden(RR-b)
Nane Specified
Total Contributing Imperviaus Acres for Stormwater Planter IRR-7)
None Specified
Total Contributing Impervious Acres for Rain BarreUCistern(RR-8)
None Specified
https://nform-prod.dec.ny.gov/app/#/submissionwizard/edbbb401-dc9c-4c33-8458-a6f743007bf1/11 6/8
5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
Total Contributing Imperviaus Acres for Poraus Pavement IRR-9)
None Specified
Total Contributing Impervious Acres for Green Raof(RR-70)
None Specified
Standard SMPs with RRv Capacity
Total Contributing Impervious Acres for Infiltration Trench(1-1)
None Specified
Total Contributing Imperviaus Acres for Infiltration Basin 11-2)
None Specified
Total Contributing Impervious Acres for�ry Well(1-3)
None Specified
Total Contributing Imperviaus Acres for Underground Infiltration System 11-4)
0.7
Total Contributing Impervious Acres for Bioretention 1F-5)
None Specified
Total Contributing Imperviaus Acres for Dry Swale 10-1)
None Specified
Standard SMPs
Total Contributing Imperviaus Acres for Micropaal Extended Detentian IP-7)
None Specified
Total Contributing Impervious Acres for Wet Pond 1P-2)
None Specified
Total Contributing Imperviaus Acres for Wet Extended Detention IP-3)
None Specified
Total Contributing Impervious Acres for Multiple Pond System(P-4)
None Specified
Total Contributing Impervious Acres for Pocket Pond IP-5)
None Specified
Total Contributing Imperviaus Acres for Surface Sand Filter(F-7)
None Specified
Total Contributing Impervious Acres for Underground Sand Filter IF-2)
Nane Specified
Total Contributing Imperviaus Acres for Perimeter Sand Filter(F-3)
None Specified
Total Contributing Impervious Acres for Organic Filter 1F-4)
Nane Specified
Total Contributing Imperviaus Acres for Shallow Wetland 1W-7)
None Specified
Total Contributing Impervious Acres for Extended Uetention Wetland(W-2)
Nane Specified
Total Contributing Imperviaus Acres for Pond/Wetland System IW-3)
None Specified
Total Contributing Impervious Acres for Pocket Wetland(W-4)
None Specified
Total Contributing Imperviaus Acres for Wet Swale 10-2)
None Specified
Alternative SMPs(�0 NOT INLLUDE PRACTILES BEING USE�FOR PRETREATMENT ONLY)
Total Contributing Imperviaus Area for Hydradynamic
None Specified
Total Contributing Impervious Area for Wet Vault
Nane Specified
Total Contributing Imperviaus Area for Media Filter
None Specified
https://nform-prod.dec.ny.gov/app/#/submissionwizard/edbbb401-dc9c-4c33-8458-a6f743007bf1/11 7/8
5/13/2020 NYSDEC eBusiness Portal System-176 South Broadway. Revision 1
"Other"Alternative SMP?
None Specified
Total Contributing Impervious Area for"Other"
None Specified
Provide the name and manufaturer of the alternative SMPs li.e.proprietary practicels))being used for WUv treatment.
Note:Redevelapment projects which do not use RR techniques,shall use questions 28,29,33 and 33a to provide SMPs used,total Wav required and total WQv provided far the praject.
Manufacturer of Alternative SMP
None Specified
Name of Alternative SMP
Nane Specified
OTHER PERMITS
40.Identify ather DEC permits,existing and new,that are required far this praject/facility.
Nane
If SPDES Multi-Sector GP,then give permit IU
None Specified
If Other,then identify
None Specified
47.Does this praject require a US Army Corps of Engineers Wetland Permit?
Na
If"Yes;'then indicate Size of Impact,in acres,to the nearest tenth
Nane Specified
42.If this N01 is heing submitted for the purpase of continuing ar transferring coverage under a general permit far starmwater runoff fram construction activities,please indicate the former SPUES numher
assigned.
None Specified
M54 SWPPP ACCEPTANCE
43.Is this praject subject to the requirements of a regulated,traditional land use cantral M54?
Yes-Please attach the M54 Acceptan�e farm belaw
If No,skip question 44
44.Has the"M54 SWPPP Acceptance"farm 6een signed 6y the principal executive officer or ranking elected official and su6mitted along with ihis N01?
Yes
M54 SWPPP Acceptance Farm Dawnlaad
�ownload form from the link below.Complete,sign,and upload.
M54 SWPPP Acceptance Farm
M54 Acceptance Farm Uplaad
No files uploaded
Lamment
None Specified
OWNER/OPERATOR CERTIFICATION
The owner/aperatar must downlaad,sign,and upload the certification farm in arderta camplete this applicatian.
Owner/Operator Certificatian Form Download
�awnload the certification farm 6y dicking the link 6elow.Camplete,sign,scan,and uplaad the
form.
Owner/OperatarCertiflcatian Fann IP�F,45KB)
Upload Owner/Operator Certification Form
No files uploaded
Camment � neiea,�o�ea�e��req���red.
None Specified
https://nform-prod.dec.ny.gov/app/#/submissionwizard/edbbb401-dc9c-4c33-8458-a6f743007bf1/11 8/8
Appendix B
Stormwater Management Report
Hydro CAD
�
, � „ .�� �� r��.� .� �
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Lzndsrape Architecture�.Yngineering P.C.
Stormwater Management Report
for:
176 South Broadway
at
South Broadway
Saratoga Springs, NY 12866
Saratoga County
Owner/Operator(s):
Larkin Hospitality
410 Shelburne Road
Burlington, VT 05401
Contact: Joe Larkin
(802) 860-1112
SWM Report Contact(s):
The LA Group, PC
40 Long Alley
Saratoga Springs, NY 12866
1-518-587-8100
Project No. 2016144
Preparation Date:
January 24, 2020
Revised: May 13, 2020
Stormwater Management Report 176 South Broadway
2016144
Table of Contents
1.0 INTRODUCTION.................................................................................................................4
2.0 PROJECT DESCRIPTION.................................................................................................4
2.1 SITE LOCATION....................................................................................................................4
2.2 PROJECT DESCRIPTION.........................................................................................................4
2.3 SOIL CONDITIONS/SOIL TESTING .........................................................................................4
2.4 CURVE NUMBERS AND RAINFALL DATA..............................................................................5
3.0 EXISTING CONDITIONS..................................................................................................5
4.0 PROPOSED CONDITIONS................................................................................................5
5.0 NYSDEC DESIGN CRITERIA...........................................................................................6
S.1 SITE PLANNING TO PRESERVE NATURAL FEATURES............................................................7
5.2 WATER QUALITY VOLUME�WQV�......................................................................................8
5.3 RUNOFF REDUCTION VOLUME�RRV�..................................................................................8
5.4 CHANNEL PROTECTION VOLUME�CPV� ..............................................................................9
S.S OVERBANK FLOOD�QP�AND EXTREME FLOOD�QF�ATTENUATION.................................10
6.0 PROPOSED STORMWATER FACILITIES..................................................................10
6.1 PRETREATMENT.................................................................................................................1 O
6.2 TREATMENT.......................................................................................................................1 O
7.0 POST-CONSTRUCTION MAINTENANCE REQUIREMENTS.................................10
7.0 REFERENCES....................................................................................................................11
Stormwater Management Report 176 South Broadway
2016144
Attachment
A SoilInvestigations
Soil Survey
Natural Resource Map
B Existing Conditions Watershed Map and HydroCAD Calculations
C Proposed Conditions Watershed Map, HydroCAD Calculations & Frozen
Conditions
D Storm Data
Stormwater Management Report 176 South Broadway
2016144
1.0 INTRODUCTION
The following is a Stormwater Management Report (SWM Report) developed for the Operator,
Larkin Hospitality, for 176 South Broadway, herein referred to as the "Project." It is prepared in
accordance with the New York State Department of Environmental Conservation (NYSDEC)
Stormwater Management Design Manual, dated January 2015.
The Project has been designed in accordance with Chapter 4 of the NYSDEC Stormwater
Management Design Manual (SWMDM), and NYSDEC's General Permit GP-0-20-001 for
construction activities. Stormwater calculations were performed utilizing widely accepted
engineering methodologies, including TR-55, and the stormwater modeling computer program
HydroCAD (version 10.00)produced by HydroCAD Software Solutions, LLC.
2.0 PROJECT DESCRIPTION
21 Site Location
The Project is located off South Broadway in Saratoga Springs, Saratoga County, NY 12866.
Access to the site is off both South Broadway and Lincoln Avenue.
2.2 Project Description
The proposed proj ect involves the development of a four (4) story hotel located on the east side
of South Broadway approximately 250 feet south of the intersection of South Broadway and
Lincoln Avenue. The property is currently a two-story motel with a portion of undeveloped
woodland. The remainder of the proposed site improvements includes construction of a parking
lot, site lighting, landscaping, stormwater controls, and connections to municipal water and
sewer. The project is considered a mix of new and redevelopment project per Chapters 4 and 9
of the SWMDM. The Project Site represents the area that will be disturbed as a result of the
Proj ect.
2.3 Soil Conditions/Soil Testing
According to the Natural Resources Conservation Service (NRCS) Web Soil Survey, the area
surrounding the Project Site is comprised of Windsor loamy sand. The hydrological soil group
classification for the soil is `A'.
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Stormwater Management Report 176 South Broadway
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2.4 Curve Numbers and Rainfall Data
The surface cover for the project area is grass, woods and an impervious driveway. The curve
numbers utilized in the modeling were assigned based on cover type and HSG soil classification.
The design storms used for the pre-development versus post-development comparison were the
1, 10, and 100-year, 24-hour duration, SCS Type II events. The rainfall amounts for these
storms are 2.15, 3.75, and 6.20 inches, respectively.
3.0 EXISTING CONDITIONS
The Project area existing condition, for which this stormwater management plan is based,
consists of grass, woods and an impervious buildings and parking lots. Under the watershed's
existing condition, runoff from the site flows offsite to the west to a catch basin north of Todd
Street (Analysis Point 1) and offsite to the North to Lincoln Avenue (Analysis Point 2) both of
which enter the City of Saratoga Springs municipal storm sewer system. Analysis Points 1 & 2
were utilized in comparing all pre- versus post-runoff conditions. Refer to drawing "W-1
Existing Conditions Watershed Map," located in Attachment B for more information.
Table 3-1 below provides a summary of the existing conditions peak discharge rates for the
Project's watershed.
Table 3-1
Existing Conditions Peak Discharge
Rates
Analysis AP-1 AP-2
Point
Design Storm (cfs) (cfs)
10-Year 4.64 0.11
100-Year 7.86 0.19
Refer to Attachment B for more information on the existing conditions watershed modeling.
4.0 PROPOSED CONDITIONS
Under the watershed's Proposed Condition, stormwater from the Project will continue to
discharge to the same points as in the Existing Condition (Analysis Points 1 & 2). The total
watershed has generally remained unchanged, as is shown on the drawing "W-2 Proposed
Conditions Watershed Map" contained in Attachment C. To meet NYSDEC requirements (see
Section 5.0 NYSDEC Design Criteria of this report) underground infiltration chambers have
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Stormwater Management Report 176 South Broadway
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been incorporated into the stormwater management design to mitigate the quality and quantity of
stormwater runoff discharged from the Project Site.
Table 4-1 below provides a summary of the existing conditions versus proposed conditions peak
discharge rates for the Project's watershed.
Table 4-1
Existing Conditions Versus Proposed Conditions
Peak Dischar e Rates
Analysis AP-1 AP-2
Point
Existing Proposed Existing Proposed
Design Storm (cfs) (cfs) (cfs) (cfs)
10-Year 4.64 3.82 0.11 0.08
100-Year 7.86 6.39 0.19 0.14
Refer to Attachment C for more information on the proposed conditions watershed modeling.
5.0 NYSDEC DESIGN CRITERIA
The New York State Stormwater Management Design Manual, dated January 2015 (The
Manual) has been utilized to develop the stormwater management plan. The Manual includes a
five-step process that involves site planning and stormwater management practice selection. The
five steps include;
• Site planning to preserve natural features and reduce impervious cover,
• Calculation of the Water Quality Volume (WQv) for the Site,
• Incorporation of green infrastructure techniques and standard SMPs with Runoff
Reduction Volume (RRv) capacity,
• Use of standard SMPs where applicable, to treat the portion of WQv not addressed by
green infrastructure techniques and standard SMPs with RRv capacity, and
• Design of volume and peak rate control (where required)
The approach of the stormwater management plan was to address the stormwater requirements
separately. The five steps were reduced to Site Planning to Preserve Natural Features, Water
Quality Volume, Runoff Reduction Volume, Channel Protection Volume, and Overbank Flood
and Extreme Storm Attenuation, as discussed in the following sections.
Attachment D of this report contains detailed calculations for determining and summarizing the
required and provided volumes for Water Quality and Runoff Reduction. In general, the required
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Stormwater Management Report 176 South Broadway
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design criteria (WQv and RRv) were calculated for all areas where site disturbance or green
infrastructure techniques are proposed.
51 Site Planning to Preserve Natural Features
Within Chapter 3 of The Manual, Table 3.1 Green Infrastructure Planning General Categories
and Specific Practices includes a list of planning practices utilized in the planning and design of
a project. There are two categories, Preservation of Natural Resources and Reduction of
Imperious Cover.
Preservation of Natural Resources includes:
• Preservation of Undisturbed Areas
• Preservation of Buffers
• Reduction of Clearing and Grading
• Locating Development in Less Sensitive Areas
• Open Space Design
• Soil Restoration
Reduction of Impervious Cover includes:
• Roadway Reduction
• Sidewalk Reduction
• Driveway Reduction
• Cul-de-sac Reduction
• Building Footprint Reduction
• Parking Reduction
A Natural Resource Map for Green Infrastructure Planning has been developed which indicates
natural resource areas and critical environmental areas to be protected (where feasible). As
required in Section 3.6 of The Manual, the map includes (where applicable):
• Jurisdictional Wetlands
o There are no wetlands located near the proj ect site.
• Waterways
o No waterways are impacted by the Project.
• Wetland Adjacent Area
o There are no wetlands located near the proj ect site.
• Floodplains
o The proj ect is not within the flood plain.
• Forest, vegetative cover
o Project is designed to maintain as much of the woods as feasible.
• Topography/Steep slopes
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Stormwater Management Report 176 South Broadway
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o There are no steep slopes located throughout the project.
• Existing soils, including hydrologic soil groups and soil erodibility
o See Section 2.3 of this Report.
• Drainage Patterns
o See Section 3.0 of this Report.
• Bedrock/Significant geological features
o See Section 2.3 of this Report.
The Natural Resource Plan indicates the areas to be avoided and depicts the area most suitable
for development.
5.2 Water Quality Volume (WQv)
The Water Quality Volume (WQv) requirement is designed to improve water quality sizing to
capture and treat 90% of the average annual stormwater runoff volumes. The WQv is directly
related to the amount of impervious cover created at a site. The following equation is used to
determine the water quality storage volume.
WQv = (P)(Rv)(A)
12
Where:
WQv = Water quality volume(acre/feet)
P = 90% Rainfall Event(1.15" for Saratoga Springs)
Rv = 0.05 + 0.009(�where I is percent impervious cover
A = Site area in acres
The required WQv will be provided by underground infiltration chambers designed in
accordance with the SWMDM. The total required WQv for the project is 0.066 ac-ft. Refer to
Table 5-1 for a summary of the provided water quality volumes for the Project.
Table 5-1
Water Qualit Volume Qv Summar
SMP Type Provided
(ac-ft)
SMP1 Underground Infiltration Chambers 0.066
TOTAL 0.066
Refer to Attachment D for detailed WQv calculations.
5.3 Runoff Reduction Volume (RRv)
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Stormwater Management Report 176 South Broadway
2016144
Section 4.3 of the Manual states, "Runoff reduction shall be achieved by infiltration,
groundwater recharge, reuse, recycle, evaporation/evapotranspiration of 100 percent of the post-
development water quality volumes to replicate pre-development hydrology by maintaining pre-
construction infiltration,peak runoff flow, discharge volume, as well as minimizing concentrated
flow by using runoff control techniques to provide treatment in a distributed manner before
runoff reaches the collection system."
The Proj ect achieves 100% runoff reduction of the on-site WQv of the proj ect. Utilizing green
infrastructure and stormwater management practices with RRv capabilities throughout the
project an RRv of 0.066 acre-feet is provided. See Table 5-2 for a summary of the provided
runoff reduction volumes for each green infrastructure practice.
Table 5-2
Runoff Reduction Volume v Summar
SMP Provided
(unit)
5.3.1 Conservation of Natural Areas -
5.32 Sheetflow to Riparian Buffers/Filter Strips -
5.33 Vegetated Open Swales -
5.3.4 Tree Planting/Tree Box -
5.3.5 Disconnection of Rooftop Runoff -
5.3.6 Stream Daylighting -
5.3.7 Rain Garden -
5.3.8 Green Roof -
5.3.9 Stormwater Planters -
5.3.10 Rain Tanks/Cisterns -
5.3.11 Porous Pavement -
Underground Infiltration Chambers (SMP1) 0.066
TOTAL 0.066(ac-ft)
Refer to Attachment D for detailed RRv calculations.
5.4 Channel Protection Volume (CPv)
The channel protection volume is reduced using green infrastructure practices (underground
infiltration chambers).
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Stormwater Management Report 176 South Broadway
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5.5 Overbank Flood (Qp) and Extreme Flood (Qf� Attenuation
The primary purpose of the Overbank Flood (Qp) control sizing criterion is to prevent an
increase in the frequency and magnitude of out-of-bank flooding generated by urban
development. It requires storage and attenuation of the 10-year, 24-hour storm to ensure post-
development peak discharge rates do not exceed the pre-development condition.
The intent of the Extreme Flood (Qf� criteria is to (a)prevent the increased risk of flood damage
from large storm events, (b) maintain the boundaries of the pre-development 100-year
floodplain, and (c)protect the physical integrity of stormwater management practices. It requires
storage and attenuation of the 100-year, 24-hour storm to ensure post-development peak
discharge rates do not exceed the pre-development condition.
During the 10-year and 100-year 24-hour storm the post-development peak discharge rates do
not exceed the pre-development rates. See Table 4-1 of this Report for detailed comparison of
pre- and post-development peak rates.
6.0 PROPOSED STORMtiVATER FACILITIES
The Project is proposing the installation underground infiltration chambers to address stormwater
requirements for the project. The underground infiltration chambers (SMP-1) are located to the
northeast of the proposed building and will treat the runoff from the proposed parking lots.
61 Pretreatment
Pretreatment of runoff contributing to SMP-1 is pretreated by an isolator row.
6.2 Treatment
Treatment for runoff entering the underground infiltration chambers is provided by capturing and
treating the entire WQv though infiltration into the underlying soils.
7.0 POST-CONSTRUCTION MAINTENANCE REQUIREMENTS
Larkin Hospitality will be responsible for the continuous upkeep and maintenance of all
stormwater management facilities. Maintenance includes, but is not limited to, cleaning of
sediment from drainage inlet sumps, removal of sediment from SMPs, cleaning conveyance
piping and channels of obstructions, inspection and repair as required of any outlet control
mechanisms, and repairing any other detriments in the design that is resulting in the facilities to
not function as intended in the design.
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Stormwater Management Report 176 South Broadway
2016144
7.0 REFERENCES
1. Urban Hydrology for Small Watersheds. Published by the U.S. Soil Conservation
Service, Washington, D.C., June 1986.
2. HydroCAD 10.00 Computer Program, by HydroCAD Software Solutions, LLC.
3. NYSDEC Stormwater Management Design Manual. Published by the New York State
Department of Environmental Conservation, Updated January 2015.
G:�Proj-2016\2016144 Turf N Spa_Larkin South Broadway�2016144Enviro\02SWPPP\2016144 SWM Report.doc
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Attachment A
Soil Investigations
Soil Survey
Natural Resource Map
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P reface
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://offices.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
2
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.
3
Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
SoilMap.................................................................................................................. 8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................ 11
MapUnit Descriptions.........................................................................................11
Saratoga County, New York............................................................................13
WnA—Wndsor loamy sand, 0 to 3 percent slopes.....................................13
WnC—Windsor loamy sand, 8 to 15 percent slopes...................................14
References............................................................................................................16
4
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
5
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 ineasurements 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 forthe 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
6
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.
7
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.
8
Custom Soil Resource Report
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Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
WnA Windsor loamy sand,0 to 3 1.8 95.3°k
percent slopes
WnC Windsor loamy sand,8 to 15 0.1 4.7°k
percent slopes
Totals for Area of Interest 1.9 100.0%
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. Wthin 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
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 landforms 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,
11
Custom Soil Resource Report
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
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 airtemperature: 39 to 55 degrees F
Frost-free period: 140 to 240 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
�ndsor, 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: Dunes, deltas, outwash terraces, outwash plains
Landform position (three-dimensional): Tread, riser
Down-slope shape: Convex, linear
Across-slope shape: Convex, linear
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
Natural 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
Salinity, maximum in profile: Nonsaline (0.0 to 1.9 mmhos/cm)
Available water storage in profile: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Hydric soil rating: No
13
Custom Soil Resource Report
Minor Components
Deerfield, loamy sand
Percent of map unit: 10 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
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
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
Mean annual airtemperature: 39 to 55 degrees F
Frost-free period: 140 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
�ndsor 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
14
Custom Soil Resource Report
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
Natural 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
Salinity, maximum in profile: Nonsaline (0.0 to 1.9 mmhos/cm)
Available water storage in profile: Low (about 4.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
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
Hydric soil rating: No
Deerfield
Percent of map unit: 5 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
15
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 Wldlife
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 142 p2_0 54262
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 Wldlife 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
16
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://
www.nres.usda.gov/Internet/FSE_DOCUMENTS/nres142p2_052290.pdf
17
SITE LOCATION AND EXPLORATION PLANS
Contents:
Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.
K@SEJOIISiJ@ _ I�caOui�,ciUl ._ K@IIaIJI@
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NOT INTENDED FOR CONSTRUCTION PURPOSES 'LAYOUT&MATERIALS PLAN',PROJECT No.2018074,DRAWING No.L-2.0,DATED 3/19/19
BY THE LA GROUP OF SARATOGA SPRINGS.NEW YORK.
EXPLORATION RESULTS
Contents:
Boring Logs (10 pages)
Laboratory Test Results (5 pages)
Infiltration Test Results (2 pages)
Note: All attachments are one page unless noted above.
K@SEJOIISiJ@ _ I�caOui�,ciUl ._ K@IIaIJI@
BORING LOG NO. B-3 Page 1 of2
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
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DEPTH ELEVATION Ft.
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PAVEMENT BASE +
POORLY GRADED SAND(SP�,fine to medium grained, brown, moist,very loose to loose 1-2-1-4
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" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any).
J
Q
� See for explanation of I
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface.
� WATER LEVEL OBSERVATIONS
c� Boring Started:05-28-2019 Boring Completed:05-29-2019
� � 15.8 feet while drilling ���������
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195101
BORING LOG NO. B-3 Page 2 of 2
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
� c� LOCATION See �� w
> � � >0 a} cn cn
a U Latitude:43.0726°Longitude:-73.7876° _ �Q W ��
�>
w a a w� J �� I
a �
� � Approximate Surface Elev.:315(Ft.)+/- o �m Q ��
DEPTH ELEVATION Ft.
O �
POORLY GRADED SAND(SP�,fine to medium grained, brown,wet, loose to medium dense
3-3-4-5
N=7
il
30
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Q Boring Terminafed af 47 Feef
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" 3 1/4"ID HSA description of field and laboratory procedures
� used and additional data(If any).
J
Q
� See for explanation of I
o Abandonment Method: symbols and abbreviations.
� Boring backfilled with soil cuttings upon completion.
� Sealed with bituminous cold patch at surface.
� WATER LEVEL OBSERVATIONS
c� Boring Started:05-28-2019 Boring Completed:05-29-2019
� � 15.8 feet while drilling ���������
m Drill Rig:CME 45 Driller:S.Loiselle
� 594 Broadway
F Watervliet,NY Project No.:JB195101
BORING LOG NO. B� Page 1 of 1
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
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DEPTH ELEVATION Ft.
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PAVEMENT BASE +
SILTY SAND(SM�,fine to medium grained,orange to brown,moist,very loose to loose 1-3-3-3
N=6
2-2-1-1
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� WATER LEVEL OBSERVATIONS
c� Boring Started:05-29-2019 Boring Completed:05-29-2019
Z 1��fc�co�r
�
m Drill Rig:CME 45 Driller:S.Loiselle
� 11.8 feet after boring completion
� 594 Broadway
F Watervliet,NY Project No.:JB195101
BORING LOG NO. B-5 Page 1 of�
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
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a U Latitude:43.0725°Longitude:-73.7874° _ �Q W ��
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PAVEMENT BASE +
POORLY GRADED SAND(SP�,fine to medium grained,orange to brown,moist, loose 1-4-2-3
N=6
2-2-2-3
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� WATER LEVEL OBSERVATIONS
c� Boring Started:05-29-2019 Boring Completed:05-29-2019
Z 1��fc�co�r
�
m Drill Rig:CME 45 Driller:S.Loiselle
� 14.1 feet after boring completion
� 594 Broadway
F Watervliet,NY Project No.:JB195101
BORING LOG NO. B-6 Page 1 of�
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
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a �
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PAVEMENT BASE +
FILL-POORLY GRADED SAND(SP�,fine to medium grained,orange to brown,moist,very 2-3-5-4
loose to loose
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3-4-3-4
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5
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Z No free water observed ���������
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� 594 Broadway
F Watervliet,NY Project No.:JB195101
BORING LOG NO. g�7 Page 1 of 1
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
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FILL-SILTY SAND WITH GRAVEL, pieces of brick, brown, moist,very loose to loose �-2-2-2
N=4
z
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4.0 313+/-
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� WATER LEVEL OBSERVATIONS
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Z No free water observed ���������
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F Watervliet,NY Project No.:JB195101
BORING LOG NO. ��2 Page 1 of 1
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
� c� LOCATION See �� w
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a U Latitude:43.0732°Longitude:-73.7868° _ �Q W ��
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a �
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O �
SILTY SAND(SM�,trace rootlets,fine grained, brown, moist, loose
1-1-3-3
N=4
3.0 314+/- 2-5-2-1
SILTY SAND(SM),fine to medium grained,orange to brown,moist,very loose to medium N=7
dense
3 . 5 5-5-5-5
N=10
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F Watervliet,NY Project No.:JB195101
BORING LOG NO. I-3 Page 1 of�
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
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a U Latitude:43.073°Longitude:-73.7869° _ �Q W ��
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a �
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POORLY GRADED SAND(SP�,fine to medium grained,orange to brown,moist, loose to
medium dense 1-2-2-2
N=4
2-3-5-4
N=8
3 : 5 2-4-7-s
N=11
� 6.0 311+/-
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Z No free water observed ���������
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� 594 Broadway
F Watervliet,NY Project No.:JB195101
BORING LOG NO. �� Page 1 of 1
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
� c� LOCATION See �� w
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a U Latitude:43.0727°Longitude:-73.7869° _ �Q W ��
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w a a w� J �� I
a �
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DEPTH ELEVATION Ft.
O �
TOPSOI L +
FILL-SILTY SAND, pieces of cinders and roots, brown,moist, loose WH-1-3-5
N=4
2.0 315+/-
FILL-POORLY GRADED SAND, pieces of brick and roots,fine to medium grained,orange
to brown,moist,very loose to loose 2-4-2-2
Z N=6
5 WH/18"-1
� 6.0 311+/-
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� 8.0 309+/-
� 3 '.
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c�
� WATER LEVEL OBSERVATIONS
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Z No free water observed ���������
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� 594 Broadway
F Watervliet,NY Project No.:JB195101
BORING LOG NO. I-5 Page 1 of�
PROJECT: Proposed Hotel Building CLIENT: John Larkin, Inc.
Burlington,Vermont I
SITE: 176 Broadway
Saratoga Springs, New York
� c� LOCATION See �� w
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a U Latitude:43.0724°Longitude:-73.7868° _ �Q W ��
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w a a w� J �� I
a �
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DEPTH ELEVATION Ft.
O �
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PAVEMENT BASE +
POORLY GRADED SAND(SP�,trace to frequent roots,fine to medium grained, brown, 3-3-3-3
moist, loose
N=6
3-3-2-2
N=5
5.0 314+/- 5
SILTY SAND(SM�,fine to medium grained,orange to brown,moist,very loose to loose
�, s 1-1-2-2
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� See for explanation of I
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c�
� WATER LEVEL OBSERVATIONS
c� Boring Started:05-30-2019 Boring Completed:05-30-2019
Z No free water observed ���������
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� 594 Broadway
F Watervliet,NY Project No.:JB195101
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 � 3/4 1/2 3/8 3 4 6 $10 �416 20 30 40 50 60 100 140 200
100
95
90
85
80
75
70
�
65
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�
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c, m
F z 50
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ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 � 3/4 1/2 3/8 3 6 $10 �416 20 30 40 50 60 100 140 200
100
95
90
85
80
75
70
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65
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ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
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100
95
90
85
80
75
70
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F z 50
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z � coarse fine coarse medium fine I
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U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 � 3/4 1/2 3/8 3 6 $10 �416 20 30 40 50 60 100 140 200
100
95
90
85
80
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U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
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0 1��rr�c�rr
� SITE: 176 Broadway 594 Broadway CLIENT: John Larkin, Inc.
m Saratoga Springs, New York waterviiet,Nv Burlington,Vermont
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Al��rracoe�coMPaNr
INFILTRATION TEST RESULTS
PROJECT: Proposed Hotel PROJECT NO. JB195101
PROJECT LOCATION: Saratoga Springs, NY TEST DATE: 5/31/2019
WEATHER: TESTER: S. Loiselle
Test Test Depth Trial No. Water Drop Elapsed Time Infiltration Rate
Location (feet) (inches) (hours) (inches/hour)
I-2 4.0 1 24 0.3833 62
2 24 0.5167 46
3 24 0.6500 37
4 24 0.7000 34
Infiltration Rate for Trial No. 4 = 34 inches per hour
Average Infiltration Rate for Trials No. 1-4 = 45 inches per hour
I-3 4.0 1 24 0.4000 60
2 24 0.5167 46
3 24 0.6333 38
4 24 0.6667 36
Infiltration Rate for Trial No. 4 = 36 inches per hour
Average Infiltration Rate for Trials No. 1-4 = 45 inches per hour
Notes:
(1) Testing was conducted in general accord with the"Infiltration Testing Requirements"contained
in Appendix D of the New York State Storm Water Management Design Manual.
(2) Test pipes were installed in boreholes made adjacent to test borings I-2 and I-3.
SOIL CLASSIFICATION AT TEST DEPTH
Test Location I-2: Brown Silty Fine to Medium Sand (SM), Moist, Medium Dense
Test Location I-3: Brown Silty Fine to Medium Sand (SM), Moist, Medium Dense
Dente Group,A Terracon Company 594 Broadway Watervliet, NY 12189
P(518)266-0310 F�5181 2fifi-9238 "^"��on com
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Al��rracoe�coMPaNr
INFILTRATION TEST RESULTS
PROJECT: Proposed Hotel PROJECT NO. JB195101
PROJECT LOCATION: Saratoga Springs, NY TEST DATE: 5/31/2019
WEATHER: TESTER: S. Loiselle
Test Test Depth Trial No. Water Drop Elapsed Time Infiltration Rate
Location (feet) (inches) (hours) (inches/hour)
I-4 7.0 1 5.0 1 5.0
2 4.0 1 4.0
3 3.5 1 3.5
4 3.0 1 3.0
Infiltration Rate for Trial No. 4 = 3.0 inches per hour
Average Infiltration Rate for Trials No. 1-4 = 3.9 inches per hour
I-5 7.0 1 7.5 1 7.5
2 6.0 1 6.0
3 5.5 1 5.5
4 3.5 1 3.5
Infiltration Rate for Trial No. 4 = 3.5 inches per hour
Average Infiltration Rate for Trials No. 1-4 = 5.6 inches per hour
Notes:
(1) Testing was conducted in general accord with the"Infiltration Testing Requirements"contained
in Appendix D of the New York State Storm Water Management Design Manual.
(2) Test pipes were installed in boreholes made adjacent to test borings I-4 and I-5.
SOIL CLASSIFICATION AT TEST DEPTH
Test Location I-4: Brown Silty Fine to Medium Sand (SM), Moist, Loose
Test Location I-5: Brown Silty Fine to Medium Sand (SM), Moist, Loose
Dente Group,A Terracon Company 594 Broadway Watervliet, NY 12189
P(518)266-0310 F�5181 2fifi-9238 "^"��on com
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To: Doug Heller
From: Cole LaFleche
Date: 5/8/2020
Subject: Turf N Spa— Lincoln Avenue Deep Hole Test Pits
On May 8, 2020 I observed 2 deep hole test pits and conducted 2 successful percolation tests at the location
of the proposed infiltration chambers located on Lincoln Avenue, Saratoga Springs, NY. Please refer to the
attached map for test pit locations
TP-1
0—6"Topsoil
6—84" Light brown sand, roots
84—90" Gray/black sand large grain size, roots
No mottling was observed
No water was encountered
No ledge was encountered
The light brown sand (6—84") appeared more compacted then the deeper gray/black sand. In an attempt to
show slower percolation rates,the perc test was performed at 48".
TP-1 Perc Test:
Trial 1—0:05 (min/in)
Trial 2—0:05 (min/in)
Trial 3—0:05 (min/in)
Trial4-0.05 (min/in)
TP-2
0—6" Topsoil
6—48" Light brown sand, roots
48—50" Gray/black sand large grain size, roots
50—84" Light brown sand, roots
84—90" Gray/black sand large grain size, roots
No mottling was observed
No water was encountered
No ledge was encountered
Perc test was performed at 90"
TP-2 Perc Test:
Trial 1—0:10(min/in)
Trial 2—0:10(min/in)
Trial 3—0:11 (min/in)
Trial4-0:11 (min/in)
Trial 5—0:11 (min/in)
Attachment B
Existing Conditions Watershed Map and
HydroCAD Calculations
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Subcat 2
AP- 1 1
AP-1 Subcat 1
Subcat Reach on Link Routing Diagram for 2016144 Pre Development
Prepared by The LA Group, Printed 5/13/2020
HydroCADO 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC
2016144 Pre Development
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.652 39 >75% Grass cover, Good, HSG A (1, 2)
0.925 98 Paved parking, HSG A (1, 2)
0.191 30 Woods, Good, HSG A (2)
1.768 69 TOTAL AREA
2016144 Pre Development
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 3
Soil Listing (all nodes)
Area Soil Subcatchment
(acres) Group Numbers
1.768 HSG A 1, 2
0.000 HSG B
0.000 HSG C
0.000 HSG D
0.000 Other
1.768 TOTAL AREA
2016144 Pre Development
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 4
Ground Covers (all nodes)
HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment
(acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers
0.652 0.000 0.000 0.000 0.000 0.652 >75% Grass cover, Good 1, 2
0.925 0.000 0.000 0.000 0.000 0.925 Paved parking 1, 2
0.191 0.000 0.000 0.000 0.000 0.191 Woods, Good 2
1.768 0.000 0.000 0.000 0.000 1.768 TOTAL AREA
2016144 Pre Development Type 1124-hr 1-yr Rainfa11=2.15"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 5
Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1: Subcat 1 Runoff Area=65,026 sf 60.10% Impervious Runoff Depth>1.15"
Tc=6.0 min CN=WQ Runoff=2.62 cfs 0.144 af
Subcatchment2: Subcat 2 RunoffArea=0.275 ac 10.13% Impervious Runoff Depth>0.19"
Flow Length=70' Slope=0.0300 '/' Tc=15.2 min CN=WQ Runoff=0.06 cfs 0.004 af
Link AP-1: AP-1 Inflow=2.62 cfs 0.144 af
Primary=2.62 cfs 0.144 af
Link AP-2: AP-2 Inflow=0.06 cfs 0.004 af
Primary=0.06 cfs 0.004 af
Total Runoff Area = 1.768 ac Runoff Volume = 0.148 af Average Runoff Depth = 1.01"
47.68% Pervious = 0.843 ac 52.32% Impervious = 0.925 ac
2016144 Pre Development Type 1124-hr 10-yr Rainfa11=3.75"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 6
Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1: Subcat 1 Runoff Area=65,026 sf 60.10% Impervious Runoff Depth>2.12"
Tc=6.0 min CN=WQ Runoff=4.64 cfs 0.264 af
Subcatchment2: Subcat 2 RunoffArea=0.275 ac 10.13% Impervious Runoff Depth>0.36"
Flow Length=70' Slope=0.0300 '/' Tc=15.2 min CN=WQ Runoff=0.11 cfs 0.008 af
Link AP-1: AP-1 Inflow=4.64 cfs 0.264 af
Primary=4.64 cfs 0.264 af
Link AP-2: AP-2 Inflow=0.11 cfs 0.008 af
Primary=0.11 cfs 0.008 af
Total Runoff Area = 1.768 ac Runoff Volume = 0.272 af Average Runoff Depth = 1.85"
47.68% Pervious = 0.843 ac 52.32% Impervious = 0.925 ac
2016144 Pre Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 1
Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1: Subcat 1 Runoff Area=65,026 sf 60.10% Impervious Runoff Depth>3.78"
Tc=6.0 min CN=WQ Runoff=7.86 cfs 0.470 af
Subcatchment2: Subcat 2 RunoffArea=0.275 ac 10.13% Impervious Runoff Depth>0.77"
Flow Length=70' Slope=0.0300 '/' Tc=15.2 min CN=WQ Runoff=0.19 cfs 0.018 af
Link AP-1: AP-1 Inflow=7.86 cfs 0.470 af
Primary=7.86 cfs 0.470 af
Link AP-2: AP-2 Inflow=0.19 cfs 0.018 af
Primary=0.19 cfs 0.018 af
Total Runoff Area = 1.768 ac Runoff Volume = 0.488 af Average Runoff Depth = 3.31"
47.68% Pervious = 0.843 ac 52.32% Impervious = 0.925 ac
2016144 Pre Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 2
Summary for Subcatchment 1: Subcat 1
Runoff = 7.86 cfs @ 11.96 hrs, Volume= 0.470 af, Depth> 3.78"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (s� CN Description
25,944 39 >75% Grass cover, Good, HSG A
39,082 98 Paved parking, HSG A
65,026 Weighted Average
25,944 39.90% Pervious Area
39,082 60.10% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 2: Subcat 2
Runoff = 0.19 cfs @ 12.07 hrs, Volume= 0.018 af, Depth> 0.77"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.056 39 >75% Grass cover, Good, HSG A
0.028 98 Paved parking, HSG A
0.191 30 Woods, Good, HSG A
0.275 Weighted Average
0.247 89.87% Pervious Area
0.028 10.13% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.2 70 0.0300 0.08 Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 2.60"
Summary for Link AP-1: AP-1
Inflow Area = 1.493 ac, 60.10% Impervious, Inflow Depth > 3.78" for 100-yr event
Inflow = 7.86 cfs @ 11.96 hrs, Volume= 0.470 af
Primary = 7.86 cfs @ 11.96 hrs, Volume= 0.470 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
2016144 Pre Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 3
Summary for Link AP-2: AP-2
Inflow Area = 0.275 ac, 10.13% Impervious, Inflow Depth > 0.77" for 100-yr event
Inflow = 0.19 cfs @ 12.07 hrs, Volume= 0.018 af
Primary = 0.19 cfs @ 12.07 hrs, Volume= 0.018 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Attachment C
Proposed Conditions Watershed Map,
HydroCAD Calculations & Frozen Conditions
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Subcat Reach on Link Routing Diagram for 2016144 Post Development
Prepared by The LA Group, Printed 5/13/2020
HydroCADO 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC
2016144 Post Development
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.295 39 >75% Grass cover, Good, HSG A (1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12)
1.473 98 Paved parking, HSG A (1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12)
1.768 88 TOTAL AREA
2016144 Post Development
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 3
Soil Listing (all nodes)
Area Soil Subcatchment
(acres) Group Numbers
1.768 HSG A 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12
0.000 HSG B
0.000 HSG C
0.000 HSG D
0.000 Other
1.768 TOTAL AREA
2016144 Post Development
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 4
Ground Covers (all nodes)
HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment
(acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers
0.295 0.000 0.000 0.000 0.000 0.295 >75% Grass cover, Good 1, 2, 3, 4,
5, 6, 7, 8,
9, 10, 11,
12
1.473 0.000 0.000 0.000 0.000 1.473 Paved parking 1, 2, 3, 4,
5, 6, 7, 8,
9, 10, 11,
12
1.768 0.000 0.000 0.000 0.000 1.768 TOTAL AREA
2016144 Post Development Type 1124-hr 1-yr Rainfa11=2.15"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 5
Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1: Subcat 1 Runoff Area=0.214 ac 98.95% Impervious Runoff Depth>1.90"
Tc=6.0 min CN=WQ Runoff=0.62 cfs 0.034 af
Subcatchment2: Subcat2 RunoffArea=0.021 ac 73.45% Impervious Runoff Depth>1.41"
Tc=6.0 min CN=WQ Runoff=0.05 cfs 0.003 af
Subcatchment3: Subcat3 RunoffArea=0.413 ac 62.25% Impervious Runoff Depth>1.20"
Tc=6.0 min CN=WQ Runoff=0.75 cfs 0.041 af
Subcatchment4: Subcat4 RunoffArea=0.140 ac 81.92% Impervious Runoff Depth>1.57"
Tc=6.0 min CN=WQ Runoff=0.33 cfs 0.018 af
Subcatchment5: Subcat5 RunoffArea=0.112 ac 75.67% Impervious Runoff Depth>1.45"
Tc=6.0 min CN=WQ Runoff=0.25 cfs 0.014 af
Subcatchment6: Subcat6 RunoffArea=0.116 ac 90.46% Impervious Runoff Depth>1.74"
Tc=6.0 min CN=WQ Runoff=0.31 cfs 0.017 af
Subcatchment7: Subcat7 RunoffArea=0.141 ac 76.42% Impervious Runoff Depth>1.47"
Tc=6.0 min CN=WQ Runoff=0.31 cfs 0.017 af
Subcatchment8: Subcat8 RunoffArea=0.093 ac 68.89% Impervious Runoff Depth>1.32"
Tc=6.0 min CN=WQ Runoff=0.19 cfs 0.010 af
Subcatchment9: Subcat9 RunoffArea=0.147 ac 98.92% Impervious Runoff Depth>1.90"
Tc=6.0 min CN=WQ Runoff=0.43 cfs 0.023 af
Subcatchment 10: Subcat 10 Runoff Area=0.098 ac 98.64% Impervious Runoff Depth>1.90"
Tc=6.0 min CN=WQ Runoff=0.28 cfs 0.015 af
Subcatchment 11: Subcat 11 Runoff Area=0.119 ac 98.28% Impervious Runoff Depth>1.89"
Tc=6.0 min CN=WQ Runoff=0.34 cfs 0.019 af
Subcatchment12: Subcat 12 RunoffArea=0.154 ac 99.66% Impervious Runoff Depth>1.91"
Tc=6.0 min CN=WQ Runoff=0.45 cfs 0.025 af
Pond 1P: CB3 Peak Elev=313.51' Inflow=1.47 cfs 0.081 af
12.0" Round Culvert n=0.013 L=65.0' S=0.0100 '/' Outflow=1.47 cfs 0.081 af
Pond 4P: CB4 Peak Elev=312.96' Inflow=2.10 cfs 0.115 af
15.0" Round Culvert n=0.013 L=5.0' S=0.0100 '/' Outflow=2.10 cfs 0.115 af
Pond 5P: CB5 Peak Elev=313.58' Inflow=0.31 cfs 0.017 af
12.0" Round Culvert n=0.013 L=110.0' S=0.0100 '/' Outflow=0.31 cfs 0.017 af
Pond 6P: CB6 Peak Elev=313.99' Inflow=0.31 cfs 0.017 af
12.0" Round Culvert n=0.013 L=30.0' S=0.0100 '/' Outflow=0.31 cfs 0.017 af
2016144 Post Development Type 1124-hr 1-yr Rainfa11=2.15"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 6
Pond 7P: DS Peak Elev=311.58' Inflow=2.10 cfs 0.115 af
Primary=2.10 cfs 0.115 af Secondary=0.00 cfs 0.000 af Outflow=2.10 cfs 0.115 af
Pond 8P: CB2 Peak EIev=314.09' Inflow=1.23 cfs 0.067 af
12.0" Round Culvert n=0.013 L=55.0' S=0.0100 '/' Outflow=1.23 cfs 0.067 af
Pond 9P: CB1 Peak EIev=314.08' Inflow=0.33 cfs 0.018 af
12.0" Round Culvert n=0.013 L=9.0' S=0.0222 '/' Outflow=0.33 cfs 0.018 af
Pond 10P: Infiltration Chambers Peak EIev=0.00' Storage=0.000 af
Discarded=0.00 cfs 0.000 af Primary=0.00 cfs 0.000 af
Pond SMP1: Infiltration Chambers Peak EIev=310.24' Storage=0.004 af Inflow=2.10 cfs 0.115 af
Discarded=1.55 cfs 0.116 af Primary=0.00 cfs 0.000 af Outflow=1.55 cfs 0.116 af
Link AP-1: AP-1 Inflow=2.15 cfs 0.118 af
Primary=2.15 cfs 0.118 af
Link AP-2: AP-2 Inflow=0.05 cfs 0.003 af
Primary=0.05 cfs 0.003 af
Total Runoff Area = 1.768 ac Runoff Volume = 0.236 af Average Runoff Depth = 1.60"
16.69% Pervious = 0.295 ac 83.31% Impervious = 1.473 ac
2016144 Post Development Type 1124-hr 10-yr Rainfa11=3.75"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 7
Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1: Subcat 1 Runoff Area=0.214 ac 98.95% Impervious Runoff Depth>3.48"
Tc=6.0 min CN=WQ Runoff=1.09 cfs 0.062 af
Subcatchment2: Subcat2 RunoffArea=0.021 ac 73.45% Impervious Runoff Depth>2.59"
Tc=6.0 min CN=WQ Runoff=0.08 cfs 0.005 af
Subcatchment3: Subcat3 RunoffArea=0.413 ac 62.25% Impervious Runoff Depth>2.20"
Tc=6.0 min CN=WQ Runoff=1.33 cfs 0.076 af
Subcatchment4: Subcat4 RunoffArea=0.140 ac 81.92% Impervious Runoff Depth>2.88"
Tc=6.0 min CN=WQ Runoff=0.59 cfs 0.034 af
Subcatchment5: Subcat5 RunoffArea=0.112 ac 75.67% Impervious Runoff Depth>2.66"
Tc=6.0 min CN=WQ Runoff=0.44 cfs 0.025 af
Subcatchment6: Subcat6 RunoffArea=0.116 ac 90.46% Impervious Runoff Depth>3.18"
Tc=6.0 min CN=WQ Runoff=0.54 cfs 0.031 af
Subcatchment7: Subcat7 RunoffArea=0.141 ac 76.42% Impervious Runoff Depth>2.69"
Tc=6.0 min CN=WQ Runoff=0.56 cfs 0.032 af
Subcatchment8: Subcat8 RunoffArea=0.093 ac 68.89% Impervious Runoff Depth>2.43"
Tc=6.0 min CN=WQ Runoff=0.33 cfs 0.019 af
Subcatchment9: Subcat9 RunoffArea=0.147 ac 98.92% Impervious Runoff Depth>3.48"
Tc=6.0 min CN=WQ Runoff=0.75 cfs 0.043 af
Subcatchment 10: Subcat 10 Runoff Area=0.098 ac 98.64% Impervious Runoff Depth>3.47"
Tc=6.0 min CN=WQ Runoff=0.50 cfs 0.028 af
Subcatchment 11: Subcat 11 Runoff Area=0.119 ac 98.28% Impervious Runoff Depth>3.45"
Tc=6.0 min CN=WQ Runoff=0.60 cfs 0.034 af
Subcatchment 12: Subcat 12 Runoff Area=0.154 ac 99.66% Impervious Runoff Depth>3.50"
Tc=6.0 min CN=WQ Runoff=0.79 cfs 0.045 af
Pond 1P: CB3 Peak Elev=313.82' Inflow=2.61 cfs 0.148 af
12.0" Round Culvert n=0.013 L=65.0' S=0.0100 '/' Outflow=2.61 cfs 0.148 af
Pond 4P: CB4 Peak Elev=313.34' Inflow=3.72 cfs 0.211 af
15.0" Round Culvert n=0.013 L=5.0' S=0.0100 '/' Outflow=3.72 cfs 0.211 af
Pond 5P: CB5 Peak Elev=313.67' Inflow=0.56 cfs 0.032 af
12.0" Round Culvert n=0.013 L=110.0' S=0.0100 '/' Outflow=0.56 cfs 0.032 af
Pond 6P: CB6 Peak EIev=314.09' Inflow=0.56 cfs 0.032 af
12.0" Round Culvert n=0.013 L=30.0' S=0.0100 '/' Outflow=0.56 cfs 0.032 af
2016144 Post Development Type 1124-hr 10-yr Rainfa11=3.75"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 8
Pond 7P: DS Peak Elev=311.98' Inflow=3.72 cfs 0.211 af
Primary=3.22 cfs 0.206 af Secondary=0.50 cfs 0.005 af Outflow=3.72 cfs 0.211 af
Pond 8P: CB2 Peak Elev=314.35' Inflow=2.18 cfs 0.123 af
12.0" Round Culvert n=0.013 L=55.0' S=0.0100 '/' Outflow=2.18 cfs 0.123 af
Pond 9P: CB1 Peak Elev=314.19' Inflow=0.59 cfs 0.034 af
12.0" Round Culvert n=0.013 L=9.0' S=0.0222 '/' Outflow=0.59 cfs 0.034 af
Pond 10P: Infiltration Chambers Peak EIev=0.00' Storage=0.000 af
Discarded=0.00 cfs 0.000 af Primary=0.00 cfs 0.000 af
Pond SMP1: Infiltration Chambers Peak EIev=311.01' Storage=0.028 af Inflow=3.72 cfs 0.211 af
Discarded=1.55 cfs 0.210 af Primary=0.00 cfs 0.000 af Outflow=1.55 cfs 0.210 af
Link AP-1: AP-1 Inflow=3.82 cfs 0.217 af
Primary=3.82 cfs 0.217 af
Link AP-2: AP-2 Inflow=0.08 cfs 0.005 af
Primary=0.08 cfs 0.005 af
Total Runoff Area = 1.768 ac Runoff Volume = 0.432 af Average Runoff Depth = 2.93"
16.69% Pervious = 0.295 ac 83.31% Impervious = 1.473 ac
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 1
Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1: Subcat 1 Runoff Area=0.214 ac 98.95% Impervious Runoff Depth>5.90"
Tc=6.0 min CN=WQ Runoff=1.82 cfs 0.105 af
Subcatchment2: Subcat2 RunoffArea=0.021 ac 73.45% Impervious Runoff Depth>4.51"
Tc=6.0 min CN=WQ Runoff=0.14 cfs 0.008 af
Subcatchment3: Subcat3 RunoffArea=0.413 ac 62.25% Impervious Runoff Depth>3.90"
Tc=6.0 min CN=WQ Runoff=2.25 cfs 0.134 af
Subcatchment4: Subcat4 RunoffArea=0.140 ac 81.92% Impervious Runoff Depth>4.97"
Tc=6.0 min CN=WQ Runoff=0.99 cfs 0.058 af
Subcatchment5: Subcat5 RunoffArea=0.112 ac 75.67% Impervious Runoff Depth>4.63"
Tc=6.0 min CN=WQ Runoff=0.73 cfs 0.043 af
Subcatchment6: Subcat6 RunoffArea=0.116 ac 90.46% Impervious Runoff Depth>5.44"
Tc=6.0 min CN=WQ Runoff=0.91 cfs 0.053 af
Subcatchment7: Subcat7 RunoffArea=0.141 ac 76.42% Impervious Runoff Depth>4.67"
Tc=6.0 min CN=WQ Runoff=0.94 cfs 0.055 af
Subcatchment8: Subcat8 RunoffArea=0.093 ac 68.89% Impervious Runoff Depth>4.26"
Tc=6.0 min CN=WQ Runoff=0.56 cfs 0.033 af
Subcatchment9: Subcat9 RunoffArea=0.147 ac 98.92% Impervious Runoff Depth>5.90"
Tc=6.0 min CN=WQ Runoff=1.25 cfs 0.072 af
Subcatchment 10: Subcat 10 Runoff Area=0.098 ac 98.64% Impervious Runoff Depth>5.88"
Tc=6.0 min CN=WQ Runoff=0.83 cfs 0.048 af
Subcatchment 11: Subcat 11 Runoff Area=0.119 ac 98.28% Impervious Runoff Depth>5.86"
Tc=6.0 min CN=WQ Runoff=1.00 cfs 0.058 af
Subcatchment 12: Subcat 12 Runoff Area=0.154 ac 99.66% Impervious Runoff Depth>5.94"
Tc=6.0 min CN=WQ Runoff=1.32 cfs 0.076 af
Pond 1P: CB3 Peak Elev=314.89' Inflow=4.37 cfs 0.255 af
12.0" Round Culvert n=0.013 L=65.0' S=0.0100 '/' Outflow=4.37 cfs 0.255 af
Pond 4P: CB4 Peak Elev=313.95' Inflow=6.21 cfs 0.362 af
15.0" Round Culvert n=0.013 L=5.0' S=0.0100 '/' Outflow=6.21 cfs 0.362 af
Pond 5P: CB5 Peak EIev=313.80' Inflow=0.94 cfs 0.055 af
12.0" Round Culvert n=0.013 L=110.0' S=0.0100 '/' Outflow=0.94 cfs 0.055 af
Pond 6P: CB6 Peak Elev=314.23' Inflow=0.94 cfs 0.055 af
12.0" Round Culvert n=0.013 L=30.0' S=0.0100 '/' Outflow=0.94 cfs 0.055 af
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 2
Pond 7P: DS Peak Elev=312.39' Inflow=6.21 cfs 0.362 af
Primary=4.40 cfs 0.340 af Secondary=1.81 cfs 0.022 af Outflow=6.21 cfs 0.362 af
Pond 8P: CB2 Peak EIev=315.01' Inflow=3.63 cfs 0.211 af
12.0" Round Culvert n=0.013 L=55.0' S=0.0100 '/' Outflow=3.63 cfs 0.211 af
Pond 9P: CB1 Peak Elev=314.33' Inflow=0.99 cfs 0.058 af
12.0" Round Culvert n=0.013 L=9.0' S=0.0222 '/' Outflow=0.99 cfs 0.058 af
Pond 10P: Infiltration Chambers Peak EIev=0.00' Storage=0.000 af
Discarded=0.00 cfs 0.000 af Primary=0.00 cfs 0.000 af
Pond SMP1: Infiltration Chambers Peak Elev=312.54' Storage=0.077 af Inflow=6.21 cfs 0.362 af
Discarded=1.55 cfs 0.360 af Primary=0.05 cfs 0.000 af Outflow=1.60 cfs 0.360 af
Link AP-1: AP-1 Inflow=6.39 cfs 0.373 af
Primary=6.39 cfs 0.373 af
Link AP-2: AP-2 Inflow=0.14 cfs 0.008 af
Primary=0.14 cfs 0.008 af
Total Runoff Area = 1.768 ac Runoff Volume = 0.744 af Average Runoff Depth = 5.05"
16.69% Pervious = 0.295 ac 83.31% Impervious = 1.473 ac
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 3
Summary for Subcatchment 1: Subcat 1
Runoff = 1.82 cfs @ 11.96 hrs, Volume= 0.105 af, Depth> 5.90"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.002 39 >75% Grass cover, Good, HSG A
0.211 98 Paved parking, HSG A
0.214 Weighted Average
0.002 1.05% Pervious Area
0.211 98.95% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 2: Subcat 2
Runoff = 0.14 cfs @ 11.96 hrs, Volume= 0.008 af, Depth> 4.51"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.006 39 >75% Grass cover, Good, HSG A
0.016 98 Paved parking, HSG A
0.021 Weighted Average
0.006 26.55% Pervious Area
0.016 73.45% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 3: Subcat 3
Runoff = 2.25 cfs @ 11.96 hrs, Volume= 0.134 af, Depth> 3.90"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.156 39 >75% Grass cover, Good, HSG A
0.257 98 Paved parking, HSG A
0.413 Weighted Average
0.156 37.75% Pervious Area
0.257 62.25% Impervious Area
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 4
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 4: Subcat 4
Runoff = 0.99 cfs @ 11.96 hrs, Volume= 0.058 af, Depth> 4.97"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.025 39 >75% Grass cover, Good, HSG A
0.115 98 Paved parking, HSG A
0.140 Weighted Average
0.025 18.08% Pervious Area
0.115 81.92% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 5: Subcat 5
Runoff = 0.73 cfs @ 11.96 hrs, Volume= 0.043 af, Depth> 4.63"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.027 39 >75% Grass cover, Good, HSG A
0.085 98 Paved parking, HSG A
0.112 Weighted Average
0.027 24.33% Pervious Area
0.085 75.67% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 6: Subcat 6
Runoff = 0.91 cfs @ 11.96 hrs, Volume= 0.053 af, Depth> 5.44"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 5
Area (ac) CN Description
0.011 39 >75% Grass cover, Good, HSG A
0.105 98 Paved parking, HSG A
0.116 Weighted Average
0.011 9.54% Pervious Area
0.105 90.46% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 7: Subcat 7
Runoff = 0.94 cfs @ 11.96 hrs, Volume= 0.055 af, Depth> 4.67"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.033 39 >75% Grass cover, Good, HSG A
0.108 98 Paved parking, HSG A
0.141 Weighted Average
0.033 23.58% Pervious Area
0.108 76.42% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 8: Subcat 8
Runoff = 0.56 cfs @ 11.96 hrs, Volume= 0.033 af, Depth> 4.26"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.029 39 >75% Grass cover, Good, HSG A
0.064 98 Paved parking, HSG A
0.093 Weighted Average
0.029 31.11% Pervious Area
0.064 68.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 6
Summary for Subcatchment 9: Subcat 9
Runoff = 1.25 cfs @ 11.96 hrs, Volume= 0.072 af, Depth> 5.90"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.002 39 >75% Grass cover, Good, HSG A
0.146 98 Paved parking, HSG A
0.147 Weighted Average
0.002 1.08% Pervious Area
0.146 98.92% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 10: Subcat 10
Runoff = 0.83 cfs @ 11.96 hrs, Volume= 0.048 af, Depth> 5.88"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.001 39 >75% Grass cover, Good, HSG A
0.096 98 Paved parking, HSG A
0.098 Weighted Average
0.001 1.36% Pervious Area
0.096 98.64% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 11: Subcat 11
Runoff = 1.00 cfs @ 11.96 hrs, Volume= 0.058 af, Depth> 5.86"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.002 39 >75% Grass cover, Good, HSG A
0.117 98 Paved parking, HSG A
0.119 Weighted Average
0.002 1.72% Pervious Area
0.117 98.28% Impervious Area
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 7
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Subcatchment 12: Subcat 12
Runoff = 1.32 cfs @ 11.96 hrs, Volume= 0.076 af, Depth> 5.94"
Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-yr Rainfa11=6.20"
Area (ac) CN Description
0.001 39 >75% Grass cover, Good, HSG A
0.154 98 Paved parking, HSG A
0.154 Weighted Average
0.001 0.34% Pervious Area
0.154 99.66% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
6.0 Direct Entry,
Summary for Pond 1 P: CB3
Inflow Area = 0.590 ac, 85.71% Impervious, Inflow Depth > 5.18" for 100-yr event
Inflow = 4.37 cfs @ 11.96 hrs, Volume= 0.255 af
Outflow = 4.37 cfs @ 11.96 hrs, Volume= 0.255 af, Atten= 0%, Lag= 0.0 min
Primary = 4.37 cfs @ 11.96 hrs, Volume= 0.255 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 314.89' @ 11.96 hrs
Device Routing Invert Outlet Devices
#1 Primary 312.85' 12.0" Round Culvert L= 65.0' Ke= 0.500
Inlet/ Outlet Invert= 312.85' / 312.20' S= 0.0100 '/' Cc= 0.900
n= 0.013, Flow Area= 0.79 sf
Primary OutFlow Max=4.26 cfs @ 11.96 hrs HW=314.82' (Free Discharge)
L1=Culvert (Barrel Controls 4.26 cfs @ 5.43 fps)
Summary for Pond 4P: CB4
Inflow Area = 0.847 ac, 84.81% Impervious, Inflow Depth > 5.13" for 100-yr event
Inflow = 6.21 cfs @ 11.96 hrs, Volume= 0.362 af
Outflow = 6.21 cfs @ 11.96 hrs, Volume= 0.362 af, Atten= 0%, Lag= 0.0 min
Primary = 6.21 cfs @ 11.96 hrs, Volume= 0.362 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 313.95' @ 11.96 hrs
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 8
Device Routing Invert Outlet Devices
#1 Primary 312.10' 15.0" Round Culvert L= 5.0' Ke= 0.500
Inlet/ Outlet Invert= 312.10' / 312.05' S= 0.0100 '/' Cc= 0.900
n= 0.013, Flow Area= 1.23 sf
Primary OutFlow Max=6.06 cfs @ 11.96 hrs HW=313.91' (Free Discharge)
L1=Culvert (Barrel Controls 6.06 cfs @ 4.94 fps)
Summary for Pond 5P: CB5
Inflow Area = 0.141 ac, 76.42% Impervious, Inflow Depth > 4.67" for 100-yr event
Inflow = 0.94 cfs @ 11.96 hrs, Volume= 0.055 af
Outflow = 0.94 cfs @ 11.96 hrs, Volume= 0.055 af, Atten= 0%, Lag= 0.0 min
Primary = 0.94 cfs @ 11.96 hrs, Volume= 0.055 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 313.80' @ 11.96 hrs
Device Routing Invert Outlet Devices
#1 Primary 313.30' 12.0" Round Culvert L= 110.0' Ke= 0.500
Inlet/ Outlet Invert= 313.30' / 312.20' S= 0.0100 '/' Cc= 0.900
n= 0.013, Flow Area= 0.79 sf
Primary OutFlow Max=0.91 cfs @ 11.96 hrs HW=313.79' (Free Discharge)
L1=Culvert (Inlet Controls 0.91 cfs @ 2.38 fps)
Summary for Pond 6P: CB6
Inflow Area = 0.141 ac, 76.42% Impervious, Inflow Depth > 4.67" for 100-yr event
Inflow = 0.94 cfs @ 11.96 hrs, Volume= 0.055 af
Outflow = 0.94 cfs @ 11.96 hrs, Volume= 0.055 af, Atten= 0%, Lag= 0.0 min
Primary = 0.94 cfs @ 11.96 hrs, Volume= 0.055 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 314.23' @ 11.96 hrs
Device Routing Invert Outlet Devices
#1 Primary 313.70' 12.0" Round Culvert L= 30.0' Ke= 0.500
Inlet/ Outlet Invert= 313.70' / 313.40' S= 0.0100 '/' Cc= 0.900
n= 0.013, Flow Area= 0.79 sf
Primary OutFlow Max=0.91 cfs @ 11.96 hrs HW=314.22' (Free Discharge)
L1=Culvert (Barrel Controls 0.91 cfs @ 3.21 fps)
Summary for Pond 7P: DS
Inflow Area = 0.847 ac, 84.81% Impervious, Inflow Depth > 5.13" for 100-yr event
Inflow = 6.21 cfs @ 11.96 hrs, Volume= 0.362 af
Outflow = 6.21 cfs @ 11.96 hrs, Volume= 0.362 af, Atten= 0%, Lag= 0.0 min
Primary = 4.40 cfs @ 11.96 hrs, Volume= 0.340 af
Secondary = 1.81 cfs @ 11.96 hrs, Volume= 0.022 af
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 9
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 312.39' @ 11.96 hrs
Device Routing Invert Outlet Devices
#1 Primary 310.55' 12.0" Round Culvert L= 5.0' Ke= 0.500
Inlet/ Outlet Invert= 310.55' / 310.55' S= 0.0000 '/' Cc= 0.900
n= 0.012, Flow Area= 0.79 sf
#2 Secondary 311.55' 15.0" Round Culvert L= 5.0' Ke= 0.500
Inlet/ Outlet Invert= 311.55' / 311.55' S= 0.0000 '/' Cc= 0.900
n= 0.012, Flow Area= 1.23 sf
Primary OutFlow Max=4.34 cfs @ 11.96 hrs HW=312.36' (Free Discharge)
L1=Culvert (Inlet Controls 4.34 cfs @ 5.52 fps)
Secondary OutFlow Max=1.72 cfs @ 11.96 hrs HW=312.37' (Free Discharge)
L2=Culvert (Barrel Controls 1.72 cfs @ 2.87 fps)
Summary for Pond 8P: CB2
Inflow Area = 0.478 ac, 88.06% Impervious, Inflow Depth > 5.31" for 100-yr event
Inflow = 3.63 cfs @ 11.96 hrs, Volume= 0.211 af
Outflow = 3.63 cfs @ 11.96 hrs, Volume= 0.211 af, Atten= 0%, Lag= 0.0 min
Primary = 3.63 cfs @ 11.96 hrs, Volume= 0.211 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 315.01' @ 11.96 hrs
Device Routing Invert Outlet Devices
#1 Primary 313.50' 12.0" Round Culvert L= 55.0' Ke= 0.500
Inlet/ Outlet Invert= 313.50' / 312.95' S= 0.0100 '/' Cc= 0.900
n= 0.013, Flow Area= 0.79 sf
Primary OutFlow Max=3.51 cfs @ 11.96 hrs HW=314.95' (Free Discharge)
L1=Culvert (Barrel Controls 3.51 cfs @ 4.47 fps)
Summary for Pond 9P: CB1
Inflow Area = 0.140 ac, 81.92% Impervious, Inflow Depth > 4.97" for 100-yr event
Inflow = 0.99 cfs @ 11.96 hrs, Volume= 0.058 af
Outflow = 0.99 cfs @ 11.96 hrs, Volume= 0.058 af, Atten= 0%, Lag= 0.0 min
Primary = 0.99 cfs @ 11.96 hrs, Volume= 0.058 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 314.33' @ 11.96 hrs
Device Routing Invert Outlet Devices
#1 Primary 313.80' 12.0" Round Culvert L= 9.0' Ke= 0.500
Inlet/ Outlet Invert= 313.80' / 313.60' S= 0.0222 '/' Cc= 0.900
n= 0.013, Flow Area= 0.79 sf
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 10
Primary OutFlow Max=0.97 cfs @ 11.96 hrs HW=314.32' (Free Discharge)
L1=Culvert (Barrel Controls 0.97 cfs @ 3.39 fps)
Summary for Pond 10P: Infiltration Chambers
Volume Invert Avail.Storage Storage Description
#1A 310.00' 0.041 af 20.50'W x 96.18'L x 3.50'H Field A
0.158 af Overall - 0.055 af Embedded = 0.104 af x 40.0% Voids
#2A 310.50' 0.055 af ADS StormTech SC-740 +Cap x 52 Inside#1
Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf
Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap
4 Rows of 13 Chambers
0.096 af Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 310.00' 34.000 in/hr Exfiltration over SurFace area
#2 Primary 311.55' 12.0" Round Culvert L= 62.0' Ke= 0.500
Inlet/ Outlet Invert= 311.55' / 310.80' S= 0.0121 '/' Cc= 0.900
n= 0.013, Flow Area= 0.79 sf
#3 Device 2 312.50' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge)
L1=Exfiltration ( Controls 0.00 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge)
L2=Culvert ( Controls 0.00 cfs)
L3=Sharp-Crested Rectangular Weir( Controls 0.00 cfs)
Summary for Pond SMP1: Infiltration Chambers
Inflow Area = 0.847 ac, 84.81% Impervious, Inflow Depth > 5.13" for 100-yr event
Inflow = 6.21 cfs @ 11.96 hrs, Volume= 0.362 af
Outflow = 1.60 cfs @ 12.10 hrs, Volume= 0.360 af, Atten= 74%, Lag= 8.3 min
Discarded = 1.55 cfs @ 11.70 hrs, Volume= 0.360 af
Primary = 0.05 cfs @ 12.10 hrs, Volume= 0.000 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs/2
Peak Elev= 312.54' @ 12.12 hrs Surf.Area= 0.045 ac Storage= 0.077 af
Plug-Flow detention time= 12.5 min calculated for 0.359 af(99% of inflow)
Center-of-Mass det. time= 8.8 min ( 751.9 - 743.1 )
2016144 Post Development Type 1124-hr 100-yr Rainfa11=6.20"
Prepared by The LA Group Printed 5/13/2020
HydroCAD� 10.00-21 s/n 00439 O 2018 HydroCAD Software Solutions LLC Paqe 11
Volume Invert Avail.Storage Storage Description
#1A 310.00' 0.041 af 20.50'W x 96.18'L x 3.50'H Field A
0.158 af Overall - 0.055 af Embedded = 0.104 af x 40.0% Voids
#2A 310.50' 0.055 af ADS StormTech SC-740 +Cap x 52 Inside#1
Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf
Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap
4 Rows of 13 Chambers
0.096 af Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 310.00' 34.000 in/hr Exfiltration over SurFace area
#2 Primary 311.55' 12.0" Round Culvert L= 62.0' Ke= 0.500
Inlet/ Outlet Invert= 311.55' / 310.80' S= 0.0121 '/' Cc= 0.900
n= 0.013, Flow Area= 0.79 sf
#3 Device 2 312.50' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
Discarded OutFlow Max=1.55 cfs @ 11.70 hrs HW=310.04' (Free Discharge)
L1=Exfiltration (Exfiltration Controls 1.55 cfs)
Primary OutFlow Max=0.05 cfs @ 12.10 hrs HW=312.52' (Free Discharge)
L2=Culvert (Passes 0.05 cfs of 2.62 cfs potential flow)
L3=Sharp-Crested Rectangular Weir(Weir Controls 0.05 cfs @ 0.50 fps)
Summary for Link AP-1: AP-1
Inflow Area = 0.899 ac, 82.14% Impervious, Inflow Depth > 4.98" for 100-yr event
Inflow = 6.39 cfs @ 11.96 hrs, Volume= 0.373 af
Primary = 6.39 cfs @ 11.96 hrs, Volume= 0.373 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Summary for Link AP-2: AP-2
Inflow Area = 0.869 ac, 84.53% Impervious, Inflow Depth > 0.11" for 100-yr event
Inflow = 0.14 cfs @ 11.96 hrs, Volume= 0.008 af
Primary = 0.14 cfs @ 11.96 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Attachment D
Storm Data
Stormwater Practice Sizing
Job Name ancl� 176 SouTh Broadway
R'ater Qualit,y�'olume Calculation
5/13/2020
WQv=[(P)(Rv)(A)]/12
Where:
Rc=0.05+0.009(I)
I=impei-�-ious cocer in percent
P=90%rainfall(see Figw�e 4.1 in NYS Stoimwater Management Design Manual)
A=:1rea in acree
Underground Chambers(Sb'IP-1)
°-o Impeiti�ioivs 84.81°-0
Rc 0.81
90%Raic�fall L 15
rlrea in Square Feet 36895
R'Qv Required= 2876 ft' 0.066 ao-ft
New Impervious
°-o Impeiti�ious 100.004-0
Rc 0.95
90%Raic�fall L 15
:1rea in Square Feet 23087
R'Qv Required= 2102 ft' 0.048 ao-ft
Ezisting Disturbed'vnpervious(25%Treatment)
°-o Impeiti�ioivs 100.00°-0
Rc 0.95
90%Raic�fall L 15
rlrea in Square Feet 35316
WQv Calculated= 3215 ft� 0.074 ao-ft
R'Qv Required= 804 ft' OA18 ao-ft
Appendix C
Map Set
Appendix D
SWPPP Inspection Form
Larkin Hospitality- 176 South Broadway
WEEKLY SWPPP INSPECTION REPORT
Ins ector Name: Date:
Si nature re uired : Time:
Weather: Ins ection #:
Soil Conditions dr , saturated, etc :
Note: Digital photos,with date stamp required for all practices requiring corrective action, before and
after, to be attached to the inspection report.
YES NO N/A
1. ❑ ❑ ❑ Routine Inspection. Date of last inspection:
2. Inspection following rain event. Date/time of storm ending:
❑ ❑ ❑ Rainfall amount:
Recorded by:
3. ❑ ❑ ❑ Is this a final site inspection?
4. ❑ ❑ ❑ Has site undergone final stabilization?
❑ ❑ ❑ If so, have all temporary erosion and sediment controls been removed?
Site Disturbance (Indicate Locations on Plan)
YES NO N/A
1. ❑ ❑ ❑ Areas previously disturbed, but have not undergone active site work in the last 14 days?
2• ❑ ❑ ❑ Areas disturbed within last 14 days?
3. ❑ ❑ ❑ Areas expected to be disturbed in next 14 days?
4. � � � Do areas of steep slopes or complex stabilization issues exist?
If"YES" explain:
5. � � � Are there currently more than 5 acres of disturbed soil at the site? If so make sure there is an
approval letter from NYS DEC.
Additional Comments:
Inspection of Erosion and Sediment Control Devices
Type of Control Device Accumulation (if any) in % Repairs/Maintenance Needed
1.
2.
3.
4.
5.
6.
Stabilization/Runoff
YES NO N/A
1. ❑ ❑ ❑ Are all existing disturbed areas contained by control devices? Type of devices:
2. ❑ ❑ ❑ Are there areas that require stabilization within the next 14 days? Specify Area:
3. ❑ ❑ ❑ Have stabilization measures been initiated in inactive areas?
4. ❑ ❑ ❑ Is there current snow cover or frozen ground conditions?
5. ❑ ❑ ❑ Rills or gullies?
6. ❑ ❑ ❑ Slumping/deposition?
7• ❑ ❑ ❑ Loss of vegetation?
8. ❑ ❑ ❑ Lack of germination?
9• ❑ ❑ ❑ Loss of mulching?
Receiving Structures/Water Bodies (Indicate locations where runoff leaves the project site on the site plan)
YES NO N/A
1. ❑ ❑ ❑ Surface water swale or natural surface waterbody?
If natural waterbody:
Is waterbody located ❑ onsite, or ❑ adjacent to property boundary?
Description of condition:
2• ❑ ❑ ❑ Municipal or community system?
Inspect locations where runoff from project site enters the receiving waters and indicate if there is
evidence of:
a• ❑ ❑ ❑ Rills or gullies?
b• ❑ ❑ ❑ Slumping/deposition?
�• ❑ ❑ ❑ Loss of vegetation?
d• ❑ ❑ ❑ Undermining of structures?
e. ❑ ❑ ❑ Was there a discharge into the receiving water on the day of inspection?
f. ❑ ❑ ❑ Is there evidence of turbidity, sedimentation, or oil in the receiving waters?
Additional Comments:
Inspection of Post-Construction Stormwater Management Control Devices
Type of Control Device Phase of Construction Repairs/Maintenance Needed
1.
2.
3.
4.
General Site Condition
YES NO N/A
1. ❑ ❑ ❑ Have action items from previous reports been addressed?
2. ❑ ❑ ❑ Does routine maintenance of protection components occur on a regular basis?
3. ❑ ❑ ❑ Does cleaning and/or sweeping affected roadways occur, at minimum, daily?
4• ❑ ❑ ❑ Is debris and litter removed on a monthly basis, or as necessary?
5• ❑ ❑ ❑ Is the site maintained in an orderly manner?
Describe the condition of all natural waterbodies within or adjacent to the Project that receive runoff from the site:
Contractors progress over last 7 days:
Anticipated work to be begun in the next 7 days:
Additional Comments:
Visual Observations
YES NO N/A
1. ❑ ❑ ❑ All erosion and sediment control measures have been installed/constructed?
2• ❑ ❑ ❑ All erosion and sediment control measures are being maintained properly?
SUMMARY OF ACTION ITEMS TO REPAIR/REPLACE/MAINTAIN/CORRECT DEFICIENCIES
Action Reported To (no signature required):
Company:
Appendix E
Other SWPPP Forms
Construction Sequence
SWPPP Plan Changes
Spill Response Form
Stormwater Management Practice Maintenance Log
The operator shall prepare a summary of construction status using the Construction
Sequence Form below once every month. Significant deviations to the sequence and
reasons for those deviations (i.e. weather, subcontractor availability, etc.), shall be
noted by the contractor. The schedule shall be used to record the dates for initiation of
construction, implementation of erosion control measures, stabilization, etc. A copy of
this table will be maintained at the construction site and updated in addition to the
individual Inspection Reports completed for each inspection.
Construction Sequence Form
Construction Activities Date
(Identify name of planned practices) Complete
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
STORM WATER POLLUTION PREVENTION PLAN
PLAN CHANGES, AUTHORIZATION, AND CHANGE CERTIFICATION
CHANGES REQUIRED TO THE POLLUTION PREVENTION PLAN:
REASONS FOR CHANGES:
REQUESTED BY:
DATE:
AUTHORIZED BY:
DATE:
CERTIFICATION OF CHANGES:
I certify under penalty of law that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gathered and evaluated the information submitted. Based
on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the
best of my knowledge and belief, true, accurate, and complete. I am aware that false
statements made herein are punishable as a Class A misdemeanor pursuant to Section
210.45 of the penal code.
SIGNATURE:
DATE:
SPILL RESPONSE REPORT
Within 1 hour of a spill discovery less than 2 gallons in volume the following must be
notified:
Joe Larkin
(802) 860-1112
Within 1 hour of a spill discovery greater than 2 gallons the following must be notified:
Joe Larkin
NYSDEC Spill Response Hotline 1-800-457-7362
Spill Response Contractor
Material Spilled:
Approximate Volume:
Location:
Distance to nearest down gradient drainage:
Distance to nearest down gradient open water:
Temporary control measures in place:
Appendix F
SPDES General Permit GP-0-20-001
�
)� NEW YORR I p�part.ment a! PREFACE
,` �_ :"%•`�,i�,��:; Enviranmental
�-�F I Canservatiqn
Pursuant to Section 402 of the Clean Water Act("CWA"),stormwater discharges
from certain cons[ruc[ion ac[ivi[ies are unlawful unless they are authorized by a Na[ional
Nf:W YORK STHTE Pollu[an[Discharge Elimina[ion Sys[em(`NPDES")permit or by a state permit program.
l7EPARTMcHT�F ENVIROMMENTAL.C�71v5E1?WEiCICE�I New York administers the approved State Pollutant Discharge Elimination System
(SPDES)program with permits issued in accordance with the New York State
SPdES GENER4L PEi2Mf1' Environmental Conservation Law(ECL)Article 17,Titles 7,8 and Article 70.
FOR STORMWAYER OtSCHAR.GES
From An owneroropera[orof a cons[ruc[ion ac[ivirythat is eligible for coverage under
this permit must obtain coverage prior to the commencemen[of cons[ruc[ion ac[iviry.
CQHSTRl1CFION ACl1VIY1' Activities that fitthe definition of"cons[ruc[ion ac[ivi[y',as defined under 40 CFR
122.26(b)(14)(x),(15)(i),and(15)(ii),constitute construction of a poin[source and
PNnnit No.GP-6-20�001 therefore,pursuantto ECL section 17-0505 and 17-0701,the owneroropera[ormust
have coverage under a SPDES permit prior to commencing conshuc[ion ac[ivity.The
iss�,cd Pursuenl la Article 1 r',titles 7.E1 antl Art�cle 79 owneroroperarorcannotwait until there is an actual discharge from the cons[ruc[ion si[e
af the Envi�anmenlal Gvnsa�rvatsan Law to obtain permit coverage.
*Note:The italicized words/phrases within this permit are defined in Appendix A.
E"rfecuue Date Jdrruary�9,2�24 `L-x�oraLon 6d[e..!anuarl_'9,1625
Jn:ss�.J FF�rgr:�nri
Chief Pe�fmil Adminis3ralor
.�-...
_��...._,{ ,_'._. .
4' � - ._. - -
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------: —_.—
Iiulhor2ed Srgnalure � �ate
Ac+il�ass� WYS UEC
�rvision df Envi�nnrnental p�ermils
62�Rrvatlwdy,dlh Floor
A�6�nv h:`?. 1723's-1'50
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION K. Requirementto 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.................................................................................................1
R. Other Permits......................................................................................................38
B. Effluent Limitations Applicable to Discharges from Construction Activities...........1 APPENDIX A—Acronyms and Definitions.......................................................................39
C. Post-construction Stormwater Management Practice Requirements....................4 Acronyms......................................................................................................................39
D. Maintainin Water Qualit .. . . . . 8 Definitions.....................................................................................................................40
9 Y............................................................................... APPENDIX B—Required SWPPP Components by Project Type....................................48
E. Eligibility UnderThis General Permit.....................................................................9
F. Activities Which Are Ineligible for Coverage Under This 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 .
D. General Requirements For Owners or Operators With Permit Coverage...........15 APPENDIX F—List of NYS DEC Regional Offices..........................................................65
E. Permit Coverage for Discharges Authorized Under GP-0-15-002.......................17
F. Change of Owner or Operator.............................................................................17
Part III.STORMWATER POLLUTION PREVENTION PLAN(SWPPP)...........................18
A. General SWPPP Requirements..........................................................................18
B. Required SWPPP Contents................................................................................20
C. Required SWPPP Components by ProjectType.................................................24
Part IV.INSPECTION AND MAINTENANCE REQUIREMENTS.....................................24
A. General Construction Site Inspection and Maintenance Requirements..............24
B. Contractor Maintenance Inspection Requirements.............................................24
C. Qualified Inspector Inspection Requirements......................................................25
Part V.TERMINATION OF PERMIT COVERAGE...........................................................29
A. Termination of Permit Coverage.........................................................................29
Part VI.REPORTING AND RETENTION RECORDS......................................................31
A. Record Retention................................................................................................31
B. Addresses...........................................................................................................31
Part VII.STANDARD PERMIT CONDITIONS..................................................................31
A. Duty to Comply....................................................................................................31
B. Continuation of the Expired General Permit........................................................32
C. Enforcement........................................................................................................32
D. Need to Halt or Reduce Activity Not a Defense...................................................32
E. DutytoMitigate...................................................................................................33
F. Duty to Provide Information.................................................................................33
G. Other Information................................................................................................33
H. Signatory Requirements......................................................................................33
I. PropertyRights...................................................................................................35
J. Severability..........................................................................................................35
(Parc i)
Part 1.PERMIT COVERAGE AND LIMITATIONS (��rc�.B.��
deviation or alternative design and provide information which demonstrates that
A. Permit Application the deviation or alternative design is equivalen[to the technical standard.
This permit authorizes stormwater discharges to surface wa[ers of[he S[a[e from a. Erosion and Sediment Controls.Design,install and maintain effective
the following cons[ruc[ion ac[ivi[ies identified within 40 CFR Parts 12226(b)(14)(x), erosion and sediment controls to minimize the discharge of pollu[an[s and
12226(b)(15)(i)and 122.26(b)(15)(ii),provided all of the eligibility provisions of this prevent a violation of the wa[er qualiry 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 of developmen[or sale that will ultimately disturb one or more acres of
land;excluding rou[ine main[enance ac[iviry that 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 s[reambank 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 cons[ruc[ion ac[iviry;
stormwater discharges based on the potential for contribution to a violation of a
wa[er qualiry s[andard or for significant contribution of pollu[an[s to surtace (iv) Minimize the disturbance of s[eep slopes;
wa[ers of[he S[a[e.
(v) Minimize sediment discharges from the site;
3. Cons[ruc[ion ac[ivi[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 na[ural buffers around surtace waters,direct
(1)acre of land. stormwater to 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)—(f)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. ErosionandSedimentControlRequirements-Theowneroropera[ormust
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[an[s and prevent a violation of the wa[er quality appropriate application of water or other dust suppression techniques
s[andards.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 owneroropera[or 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.�iip
listed in Appendix E or is located in one of the watersheds listed in (iii) Fuels,oils,or other pollu[an[s 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 below the outlet does not occur.
effective pollution prevention measures to minimize the discharge of C. Post-construction Stormwater Management Practice Requirements
pollu[an[s and prevent a violation of the wa[er quality s[andards.At a
minimum,such measures must be designed,installed,implemented and 1. The owneroropera[orof a cons[ruc[ion ac[ivirythat requires post-construction
maintained to: stormwater management practices pursuant to Part III.C.of this permit must
select,design,install,and maintain the practices to meetthe pertormance
(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 pertormance cri[eria in the Design Manual,
the owner or opera[or 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 information which demonstrates that
construction wastes,trash,landscape materials,fertilizers,pesticides, the deviation or alternative design is equivalen[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 owneror opera[or of a cons[ruc[ion ac[iviry that requires post-construction
Minimization of exposure is not required in cases where the exposure stormwater management practices pursuantto 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 4.2 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 preventthe
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[ivi[ies that cannot meet the criteria in Part I.C.2.b.(i)of this permit
constructed impervious areas be less than the Minimum RRv as due to si[e limi[a[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 si[e 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 Criteria("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 cz.q (Pam cz.d)
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 III.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[ivi[ies shall calculate the WQv in Part I.C.2.c of this permitfor RedevelopmentActivity portion of the project.
accordance with Section 42 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 wa[er quality 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 wa[er qualiry
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 s[andards;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 that the 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 wa[er quality s[andards,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 wa[er qualiry s[andards,the authorized discharges will no longer be eligible
for coverage underthis permit. The Department may require the owneroropera[orto
(iv) Extreme Flood Control Criteria(Qf):Not required if there are no obtain an individual SPDES permitto 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 pursuantto 6 NYCRR Part 182 forthe
project or the Department has issued a letter of non-jurisdiction for the project.
1. This permit may authorize all discharges of stormwaterfrom cons[ruc[ion All documentation necessary to demonstrate eligibility shall be maintained on
ac[ivity to surtace wa[ers of[he S[a[e and groundwa[ers except for ineligible site in accordance with Part II.D2 of this permit;
discharges identified under subparagraph F.of this Part.
5. Discharges which either cause or contribute to a violation of wa[er qualiry
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 cons[ruc[ion ac[ivi[ies. 6. Cons[ruc[ion ac[ivi[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 ac[ivi[ies 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 cons[ruc[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 owneror opera[or must still comply with wa[er quality 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 owneroropera[or must maintain permit eligibility to discharge under this 7. Cons[ruc[ion 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 owneroropera[or must
either apply for a separate permitto cover those ineligible discharges ortake a. Where the discharges from the cons[ruc[ion ac[ivi[ies 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 conshuc[ion ac[ivi[ies have been completed and the site has c.Which disturb two(2)or more acres of land designated on the current USDA
undergone final s[abiliza[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 mixed 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. Cons[ruc[ion ac[ivi[ies or discharges from conshuc[ion ac[ivi[ies that may
adversely affect an endangered or[hrea[ened species unless the owneror
9 10
(Parc i F.a) (Parc i.F a.q
8. Cons[ruc[ion ac[ivi[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 cons[ruc[ion ac[ivity is not within an archeologically agency.
sensitive area indicated on the sensitivity map,and that the cons[ruc[ion
ac[ivity is not located on or immediately adjacent to a property listed or 9. Discharges from conshuc[ion ac[ivi[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 permitfor cons[ruc[ion ac[iviry has
Historic Places,and that there is no new permanent building on the been terminated or denied;or where the owneroropera[orhas failed to renew
cons[ruc[ion si[e 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
Parks,Recreation and Historic Preservation(OPRHP),a Historic Part II.PERMIT COVERAGE
Preservation Commission of a Certified Local Government,or a qualified A. How to Obtain Coverage
preservation professional has determined that the building,structure,or
object more than 50 years old is not historically/archeologically significant. 1. An owneror opera[or of a cons[ruc[ion ac[iviry 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 owneror opera[or of a cons[ruc[ion ac[iviry that is subject to the
Historic Preservation Officer(APO),and requirements of a regula[ed,[radi[ional land use conhol 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,[radi[ional land
Statement,with documentation of OPRHP's agreement with the use conhol MS4 prior to submitting the NOI to the Department.The owner or
resolution;or opera[orshall have the"MS4 SWPPP Acceptance"form signed in accordance
(ii) documentation from OPRHP thatthe cons[ruc[ion ac[ivirywill result in with Part VII.H.,and then submitthatform 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 regula[ed,[radi[ional land use conhol 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 or opera[orthat 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(SHPA);or (Change of Owner or Opera[or)or where the owner or opera[orof the
cons[ruc[ion ac[ivity is the regula[ed,hadi[ional land use conhol MS4. This
c. Documentation of satisfactory compliance with Section 106 of the National exemption does not apply to cons[ruc[ion ac[ivi[ies subject to the New York City
Historic Preservation Actfor a coterminous project area: Administrative Code.
11 12
(Parcu e) (Parcu cz.e)
B. Notice of Intent(NOI)Submittal must submit a preliminary SWPPP to the appropriate DEC Permit
Administrator atthe Regional Office listed in Appendix F atthe 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 paperversion of the NOI thatthe Department prepared. must include sufficient information to demonstrate thatthe cons[ruc[ion
Both versions of the NOI are located on the DepartmenYs website ac[ivityqualifies 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[iviry in
accordance with the following schedule:
2. Beginning December 21, 2020 and in accordance with EPA's 2015 NPDES
Electronic Reporting Rule(40 CFR Part 127),the owneroropera[ormust submit a. For cons[ruc[ion ac[ivi[ies that are not subject to the requirements of a
the NOI electronically using the Departmen['s online NOI.
regula[ed,[radi[ional land use con[rol 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 cons[ruc[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 pertormance 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. PermitAuthorization
(ii) Sixty(60)business days from the date the Department receives a
1. An owneror opera[or shall not commence conshuc[ion ac[iviry 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 owneror cons[ruc[ion ac[ivi[ies that require post-construction stormwater
opera[or has satisfied all of the following criteria: management practices pursuant to Part III.C.,the pertormance cri[eria
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 satisfied,when SEQRA is applicable.See the (iii) Ten(10)business days from the date the Department receives a
DepartmenYs website(http://www.dec.nv.aov/)for more information, complete paper version of the NOI for cons[ruc[ion ac[ivi[ies with a
SWPPP that has been prepared in conformance with the design
b. where required,all necessary Department permits subjectto the Uniform criteria in the technical standard referenced in Part III.B.1 and the
Procedures Ac[(`UPA")(see 6 NYCRR Part 621),or the equivalent from pertormance 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 cons[ruc[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 cons[ruc[ion ac[ivi[ies that are required to obtain UPA permits
13 14
(Part II C 3.b) (Part II.D 3)
b. For cons[ruc[ion ac[ivi[ies that are subject to the requirements of a use conhol MS4,the regula[ed,hadi[ional land use conhol MS4(provided the
regula[ed,[radi[ional land use con[rol MS4: regula[ed,[radi[ional land use con[rol MS4 is not the owneror opera[or of the
cons[ruc[ion ac[iviry).At a minimum,the owneror operaror 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 owneroropera[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 owneroropera[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 owneror the date the current soil disturbance activity ceased.The soil stabilization
opera[or shall not commence cons[ruc[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 owneroropera[orshall prepare a phasing plan that defines maximum
1. The owneroropera[orshall ensure thatthe 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 owneroropera[orshall install any additional site-specific practices
disturbance have achieved final s[abiliza[ion and the Notice of Termination needed to protectwater quality.
("NOT")has been submitted to the Department in accordance with Part V.of
this permit.This includes any changes made to the SWPPP pursuantto Part e. The owneroropera[orshall include the requirements above in their
III.A.4.of this permit. SWPPP
2. The owneror opera[or shall 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[Le[[er,SWPPP,MS4 SWPPP Acceptance permit,the Department may suspend or revoke an owner's oropera[or's
form,inspection reports,responsible contractor's or subcontractor's certification coverage under this permit at any time if the Department determines thatthe
statement(see Part III.A.6.),and all documentation necessary to demonstrate SWPPP does not meetthe permit requirements or consistentwith Part VII.K..
eligibility with this permit at the cons[ruc[ion si[e until all disturbed areas have
achieved final s[abiliza[ion 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
compliance inspection. sent to the owner or opera[or.
3. The owneror opera[or of a cons[ruc[ion ac[iviry shall not disturb greater than 6. For cons[ruc[ion ac[ivi[ies 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 [radi[ional land use con[rol MS4,the owneroropera[or shall notify the
Departmentor,in areas underthejurisdiction of a regula[ed,[radi[ionalland
15 16
(Part I I.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 sixty(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 or opera[or.
permit.Unless otherwise notified by the regula[ed,hadi[ional land use conhol
MS4,the owneroropera[orshall 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 owneroropera[orof
each cons[ruc[ion ac[ivity covered by this permit.The SWPPP must document
1. Upon renewal of SPDES General Permitfor Stormwater Discharges from the selection,design,installation,implementation and maintenance of the
Cons[ruc[ion Ac[ivity(Permit No.GP-0-15-002),an owneroropera[orof a control measures and practices that will be used to meet the effluent limitations
cons[ruc[ion ac[ivitywith 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 priorto the submittal of the NOI.The NOI shall be
submitted to the Department prior to the commencemen[of cons[ruc[ion
An owneroropera[or may continue to implement the technical/design ac[ivity.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 atthe time of initial project authorization.However,they where required,post-construction stormwater management practices thatwill
must comply with the other,non-design provisions of GP-0-20-001.
be used and/or constructed to reduce the pollu[an[s 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 overthe construction plans and specifications,the original owneror
opera[or must notify the new owneror opera[or,in writinq,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
cons[ruc[ion ac[ivi[ies subject to the requirements of a regula[ed,[radi[ional knowledgeable in the principles and practices of stormwater management and
land use con[rol MS4,the original owneror opera[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 owneror opera[or 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 owneroropera[orobtains permit coverage,the original owneror being used orwill be used during construction,and all post-construction
opera[or 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 atthe minimum,the owneroropera[orshall amend the SWPPP,including
address in Part II.B.1.of this permit.If the original owneroropera[or maintains construction drawings:
ownership of a portion of the cons[ruc[ion ac[iviry 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 owneror
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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[ruc[ion 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[ivi[ies and that it is unlawful for
any person to cause or contribute to a violation of wa[erqualitys[andards.
c. to address issues or deficiencies identified during an inspection by the Furthermore,I am aware thatthere are significant penalties for submitting
qualified inspec[or,the Department or other regulatory authority;and false information,that I do not believe to be true,including the possibility of
fine and imprisonment for knowing violations"
d. to documentthe final construction conditions.
In addition to providing the certification statement above,the certification page
5. The Department may notify the owneror opera[or at 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[rained 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 or opera[or shall make number of the contracting firm;the address(or other identifying description)of
the required changes to the SWPPP and submitwritten notification to the the site;and the date the certification statement is signed.The owneror
Department that the changes have been made.If the owneror opera[or does opera[or shall attach the certification statement(s)to the copy of the SWPPP
not respond to the DepartmenYs comments in the specified time frame,the that is maintained at the cons[ruc[ion si[e.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 conshuc[ion ac[iviry,the owneror opera[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 or opera[orshall submit the documents in both
installing,constructing,repairing,replacing,inspecting and maintaining the electronic(PDF only)and paper formatwithin 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 owneroropera[orshall 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 pursuantto
implementation of the SWPPP.This person shall be known as the[rained this permit shall include erosion and sediment control practices designed in
con[rac[or.The owneror opera[orshall ensure that at least one[rained conformance with the technical standard,New York State Standards and
con[rac[or 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 owneroropera[orshall have each of the contractors and subcontractors the design criteria included in the technical standard,the owneroropera[or
must demonstrate equivalence to the technical standard.At a minimum,the
identified above sign a copy of the following certification statement below erosion and sediment control component of the SWPPP shall include the
before they commence any cons[ruc[ion ac[ivity: following:
"I hereby certify under penalty of law that I understand and agree to comply a. Background information aboutthe 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 qualified inspec[or during a site
inspection. I also understand that the owneroropera[or must comply with
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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 thatwill be used to
be affected by the conshuc[ion ac[iviry;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[ruc[ion 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 ac[ivi[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 thatthe 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 cons[ruc[ion ac[ivity that will result in soil
disturbance.Include a schedule that identifies the timing of initial placement 2. Post-construction stormwater management practice component—The owneror
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 LC2.a.,c.or d.of this permit and the pertormance cri[eria
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 s[abiliza[ion; in conformance with the pertormance cri[eria in the technical standard,the
owner or opera[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 management practices to
be constructed as part of the project.Include the dimensions,material
i. A maintenance inspection schedule forthe 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
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(Part I II 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 conformance with the applicable sizing
(i) Map(s)showing pre-development conditions,including cri[eria in Part LC2.b.,c.or d.of this permit and the pertormance cri[eria,
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 cons[ruc[ion
ui Results of stormwater modelin i e.h drolo and h draulic anal sis ac[ivi[ies 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 I II.B.1 of this perm it.Owners oropera[ors of the cons[ruc[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 thatalso includes post-construction stormwater
development runoff rates and volumes for the different storm events; management practices designed in conformance with Part III.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 owneror opera[or 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 pertormance 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 owneroropera[orof 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[rained con[rac[or inspect the erosion and sediment
plan shall identify the entity thatwill 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
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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[emporary s[abiliza[ion 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[orcan stop conducting in one of the watersheds listed in Appendix C and not directly discharging to
the maintenance 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[ruc[ion ac[ivi[ies 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 s[abiliza[ion 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 conformance with the SWPPP and are operational. 2. Unless otherwise notified by the Department,the qualified inspec[orshall
C. Qualified Inspector Inspection Requirements conduct site inspections in accordance with the following timetable:
The owner or opera[or shall have a qualified inspec[or conduct site inspections in a. For construction sites where soil disturbance activities are on-going,the
conformance with the following requirements: qualified inspec[orshall conduct a site inspection at least once every seven
(7)calendar days.
[Note:The[rained con[rac[or identified in Part III.A.6.and IV.B.of this permit cannot
conduct the qualified inspec[orsite inspections unless they meet the qualified inspec[or b. For construction sites where soil disturbance activities are on-going and the
qualifications included in Appendix A.In orderto perform these inspections,the[rained owneroropera[orhas received authorization in accordance with Part II.D.3
con[rac[orwould have to be a: to disturb greater than five(5)acres of soil at any one time,the qualified
inspec[orshall conduct at leasttwo(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 atthe 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 owneroropera[orshall 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 regula[ed,hadi[ional land use con[rol MS4,
1. A qualified inspec[or shall conduct site inspections for all cons[ruc[ion ac[ivi[ies the regula[ed,hadi[ional land use conhol MS4(provided the regula[ed,
identified in Tables 1 and 2 of Appendix B,with the exception of: [radi[ional land use con[rol MS4 is not the owneror opera[or of the
cons[ruc[ion ac[iviry)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
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d. For construction sites where soil disturbance activities have been shut down a. Date and time of inspection;
with partial project completion,the qualified inspec[orcan stop conducting
inspections if all areas disturbed as of the project shutdown date have b. Name and title of person(s)pertorming 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 owneroropera[orshall 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,[radi[ional land use cons[ruc[ion si[e.This shall include identification of any discharges of
con[rol MS4,the regula[ed,[radi[ionalland use conhol MS4(provided the sedimentfrom the conshuc[ion si[e.Include dischargesfrom conveyance
regula[ed,[radi[ionalland use con[rol MS4 is notthe owneroropera[or of systems(i.e.pipes,culverts,ditches,etc.)and overland flow;
the cons[ruc[ion ac[iviry)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
owneroropera[orshall have the qualified inspec[orpertorm a final within,or immediately adjacentto,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 sedimentto 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[abiliza[ion"and"Post-Construction f. Identification of all erosion and sediment control practices and pollution
Stormwater Management Practice"certification statements on the NOT.The prevention measures that need repair or maintenance;
owneroropera[orshall then submitthe 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[or shall conduct at least two(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 inspec[orshall inspect all erosion and sediment
control practices and pollution prevention measures to ensure integrity 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 cons[ruc[ion 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[or shall 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 thatwere required by
address the following: previous inspection;and
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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 inspec[orshall attach paper color copies of the digital photographs date have achieved final s[abiliza[ion;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[or shall 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)afterthe corrective action has been completed.The qualified SWPPP and are operational;
inspec[orshall attach paper color copies of the digital photographs to the
inspection report that documents the completion of the corrective action c. A new owneroropera[or 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 owneror opera[or obtains coverage under an alternative SPDES
inspec[orshall notify the owneroropera[or and 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 cons[ruc[ion ac[ivi[ies 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. priorto 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.Pursuantto certification statements on the NOT,certify that all the requirements in Part
Part II.D.2.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[ruc[ion ac[ivi[ies that are subject to the requirements of a regula[ed,
[radi[ional land use con[rol MS4 and meet subdivision 2a.or 2b.of this Part,the
Part V.TERMINATION OF PERMIT COVERAGE owneroropera[orshall 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,[radi[ionalland use
con[rol MS4 official,by signing this statement,has determined that it is
1. An owneroropera[orthat is eligible to terminate coverage under this permit acceptable for the owneroropera[orto submitthe 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 regula[ed,[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 pertorming a final site inspection themselves or by
accordance with Part VII.H of this permit. accepting the qualified inspec[or's final site inspection certification(s)required
in Part V.A.3.of this permit.
2. An owneror opera[or may terminate coverage when one or more the following
conditions have been met: 5. For cons[ruc[ion ac[ivi[ies that require post-construction stormwater
management practices and meet subdivision 2a.of this Part,the owneror
a. Total project completion-All cons[ruc[ion ac[iviry identified in the SWPPP opera[or 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;
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b. an executed maintenance agreement is in place with the municipality that Act(CWA)and the ECL and is grounds for an enforcement action against the owneror
will maintain the post-construction stormwater management practice(s), opera[or and/or the contractor/subcontractor; permit revocation, suspension or
modification;ordenial 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 owneroropera[or has a mechanism in place that requires immediate stop to all cons[ruc[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 owneroropera[or.
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 cons[ruc[ion
agency or authority,or public utility;the owneroropera[or has policy and ac[ivity in the area of the remains and notify the appropriate Regional Water Engineer
procedures in place that ensures operation and maintenance of the (RWE). Cons[ruc[ion ac[ivity shall 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 priorto the expiration of this general permit,an owneroropera[orwith coverage
The owneroropera[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 thatwere prepared in conjunction with this permitfor a period of at leastfive(5) Administrative Procedure Act and 6 NYCRR Part 621,until a new general permit is
issued.
years from the date that the Department receives a complete NOT submitted in
accordance with Part V.of this general permit. C. Enforcement
B. Addresses Failure of the owneroropera[or,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 imprisonment 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 owneroropera[or in an enforcement action that it would
A. Dutyto Comply have been necessary to halt or reduce the cons[ruc[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
(Parc vi i.e) (Parc wi H�a)
E. Dutyto Mitigate (i) a president,secretary,treasurer,orvice-presidentofthe corporation in
charge of a principal business function,or any other person who
The owneroropera[orand 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 orthe environment.
(ii) the manager of one or more manufacturing,production or operating
F. Dutyto 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 opera[or 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 orthe 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 owneroropera[or 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 2.b) (Part VII K 1)
superintendent,position of equivalen[responsibility,or an individual or include a brief statement of the reasons forthis decision,an application form,
position having overall responsibility for environmental matters forthe a statement setting a time frame forthe 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 soonerthan
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,hadi[ional land use con[rol 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 permitviolation 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 itauthorize any injuryto private property norany 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 opera[ors must obtain any applicable conveyances,easements, licenses used bythe owneroropera[orto achieve compliance with the conditions of this permit
and/or access to real property prior to commencing cons[ruc[ion 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 cons[ruc[ion si[e 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 permitto 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 permitto 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 VI I.M 3) (Part VI I.R)
3.Inspect at reasonable times any facilities or equipment(including monitoring R. Other Permits
and control equipment),practices or operations regulated or required by this
permit. Nothing in this permit relieves the owneroropera[orfrom a requirement to obtain any
other permits required by law.
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. PermitActions
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
owneroropera[orfor 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 750-120.
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
PenalLaw.
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nvva�d�;:n
APPENDIXA—Acronyms and Definitions Definitions
All definitions in this section are solelv for the purposes of this permit.
Acronyms Agricultural Building—a structure designed and constructed to house farm
APO—Agency Preservation Officer implements,hay,grain,poultry,livestock or other horticultural products;excluding any
BMP—Best Management Practice structure designed,constructed or used,in whole or in part,for human habitation,as a
CPESC—Certified Professional in Erosion and Sediment Control place of employment where agricultural products are processed,treated or packaged,
Cpv—Channel Protection Volume or as a place used by the public.
CWA—Clean Water Act(or the Federal Water Pollution Control Act,33 U.S.C.§1251 et Agricultural Property—means the land for construction of a barn,agricul[ural building,
seq) silo,stockyard,pen or other structural practices identified in Table II in the"Agricultural
DOW—Division of Water Management Practices Catalog for Nonpoint Source Pollution in New York State"
EAF—Environmental Assessment Form prepared by the Department in cooperation with agencies of New York Nonpoint Source
ECL-Environmental Conservation Law Coordinating Committee(dated June 2007).
EPA—U.S.Environmental Protection Agency
HSG—Hydrologic Soil Group Alter Hydrology from Pre to Post-Development Conditions-means the post-
MS4—Municipal Separate Storm Sewer System development peak flow rate(s)has increased by more than 5%of the pre-developed
NOI—Notice of Intent condition for the design storm of interest(e.g.10 yr and 100 yr).
NOT—Notice of Termination
NPDES—National Pollutant Discharge Elimination System Combined Sewer-means a sewer that is designed to collect and convey both
OPRHP—Office of Parks,Recreation and Historic Places "sewage"and"stormwater".
Qf—Extreme Flood
Qp—Overbank Flood Commence(Commencement of)Construction Activities-means the initial
RRv—Runoff Reduction Volume disturbance of soils associated with clearing,grading or excavation activities;or other
RWE—Regional Water Engineer construction related activities that disturb or expose soils such as demolition,stockpiling
SEQR—State Environmental Quality Review of fill material,and the initial installation of erosion and sediment control practices
SEQRA-State Environmental Quality Review Act required in the SWPPP.See definition for"Cons[ruc[ion Ac[iviry(ies)"also.
SHPA—State Historic Preservation Act
SPDES—State Pollutant Discharge Elimination System Construction Activit ies means an clearin radin excavation,fillin demolition
SWPPP—Stormwater Pollution Prevention Plan Y� � Y g'g g' g'
TMDL—Total Maximum Daily Load or stockpiling activities that result in soil disturbance.Clearing activities can include,but
UPA—Uniform Procedures Act are not limited to,logging equipment operation,the cutting and skidding of trees,stump
USDA—United States Department of Agriculture removal and/or brush root removal.Construction activity does not include routine
WQv—Water Quality Volume maintenance that is pertormed to maintain the original line and grade,hydraulic
capacity,or original purpose of a facility.
Construction Site—means the land area where cons[ruc[ion ac[iviry(ies)will occur.
See definition for"Commence(Commencemen[o�Cons[ruc[ion Ac[ivi[ies"and"Larger
Common Plan of Developmen[or Sale"also.
Dewatering—means the act of draining rainwater and/or groundwaterfrom building
foundations,vaults or excavations/trenches.
Direct Discharge(to a specific surtace waterbody)-means that runoff flows from a
cons[ruc[ion si[e by overland flow and the first point of discharge is the specific surtace
waterbody,or runoff flows from a cons[ruc[ion si[e to a separate storm sewer system
39 40
Appendix A Appendix A
and the first point of discharge from the separate storm sewer system is the specific Larger Common Plan of Development or Sale-means a contiguous area where
surtace waterbody. multiple separate and distinct cons[ruc[ion ac[ivi[ies are occurring,or will occur,under
one plan.The term"plan"in"larger common plan of development or sale"is broadly
Discharge(s)-means any addition of any pollutant to waters of the State through an defined as any announcement or piece of documentation(including a sign,public notice
outlet or poin[source. or hearing,marketing plan,advertisement,drawing,permit application,State
Environmental Quality Review Act(SEQRA)environmental assessmentform or other
Embankment—means an earthen or rock slope that supports a road/highway. documents,zoning request,computer design,etc.)or physical demarcation(including
boundary signs,lot stakes,surveyor markings,etc.)indicating that cons[ruc[ion
Endangered or Threatened Species—see 6 NYCRR Part 182 of the DepartmenYs ac[ivi[ies may occur on a specific plot.
rules and regulations for definition of terms and requirements.
For discrete construction projects that are located within a larger common plan of
Environmental Conservation Law(ECL)-means chapter 43-B of the Consolidated development or sale that are at least 1/4 mile apart,each project can be treated as a
Laws of the State of New York,entitled the Environmental Conservation Law. 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.
Equivalent(Equivalence)—means that the practice or measure meets all the
performance,longevity,maintenance,and safety objectives of the technical standard Minimize—means reduce and/or eliminate to the extent achievable using control
and will provide an equal or greater degree of water quality protection. measures(including best management practices)that are technologically available and
economically practicable and achievable in light of best industry practices.
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 Municipal Separate Storm Sewer(MS4)-a conveyance or system of conveyances
pervious surtace has been established;or other equivalent stabilization measures,such (including roads with drainage systems,municipal streets,catch basins,curbs,gutters,
as permanent landscape mulches,rock rip-rap orwashed/crushed stone have been ditches,man-made channels,or storm drains):
applied on all disturbed areas that are not covered by permanent structures,concrete or
pavement. (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
General SPDES permit-means a SPDES permit issued pursuant to 6 NYCRR Part jurisdiction over disposal of sewage,industrial wastes,stormwater,or other
750-121 and Section 70-0117 of the ECL authorizing a category of discharges. 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
Groundwater(s)-means waters in the saturated zone.The saturated zone is a an authorized Indian tribal organization,or a designated and approved
subsurtace zone in which all the interstices are filled with water under pressure greater management agency under section 208 of the CWA that discharges to
than that of the atmosphere.Although the zone may contain gas-filled interstices or surtace waters of the State;
interstices filled with fluids other than water,it is still considered saturated. (ii) Designed or used for collecting or conveying stormwater;
(iii) Which is not a combined sewer;and
Historic Property—means any building,structure,site,object or district that is listed on (iv)Which is not part of a Publicly Owned Treatment Works(POTW)as defined
the State or National Registers of Historic Places or is determined to be eligible for at 40 CFR 1222.
listing on the State or National Registers of Historic Places.
National Pollutant Discharge Elimination System(NPDES)-means the national
Impervious Area(Cover)-means all impermeable surtaces that cannot effectively system for the issuance of wastewater and stormwater permits under the Federal Water
infiltrate rainfall.This includes paved,concrete and gravel surtaces(i.e.parking lots, Pollution Control Act(Clean Water Act).
driveways,roads,runways and sidewalks);building rooftops and miscellaneous
impermeable structures such as patios,pools,and sheds. Natural Buffer—means an undisturbed area with natural cover running along a surtace
water(e.g.wetland,stream,river,lake,etc.).
Infeasible—means nottechnologically possible,or not economically practicable and
achievable in light of best industry practices. New Development—means any land disturbance that does not meet the definition of
Redevelopment Activity included in this appendix.
41 42
nvva�d�;:n nvva�d�;:n
New York State Erosion and Sediment Control Certificate Program—a certificate Qualified Inspector-means a person that is knowledgeable in the principles and
program that establishes and maintains a process to identify and recognize individuals practices of erosion and sediment control,such as a licensed Professional Engineer,
who are capable of developing,designing,inspecting and maintaining erosion and Certified Professional in Erosion and Sediment Control(CPESC),Registered
sediment control plans on projects that disturb soils in New York State.The certificate Landscape Architect,New York State Erosion and Sediment Control Certificate
program is administered by the New York State Conservation District Employees Program holder or other Department endorsed individual(s).
Association.
It can also mean someone working under the direct supervision of,and at the same
NOI Acknowledgment Letter-means the letter thatthe Department sends to an company as,the licensed Professional Engineer or Registered Landscape Architect,
owner or operator to acknowledge the DepartmenYs receipt and acceptance of a provided that person has training in the principles and practices of erosion and sediment
complete Notice of Intent.This letter documents the owner's or operator's authorization control.Training in the principles and practices of erosion and sediment control means
to discharge in accordance with the general permit for stormwater discharges from that the individual working under the direct supervision of the licensed Professional
cons[ruc[ion ac[ivity. 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
Nonpoint Source-means any source of water pollution or pollutants which is not a Water Conservation District,or other Department endorsed entity.After receiving the
discrete conveyance or poin[source permitted pursuant to Title 7 or 8 of Article 17 of initial training,the individual working under the direct supervision of the licensed
the Environmental Conservation Law(see ECL Section 17-1403). Professional Engineer or Registered Landscape Architect shall receive four(4)hours of
training every three(3)years.
Overbank—means flow events that exceed the capacity of the stream channel and spill
out into the adjacent floodplain. It can also mean a person that meets the Qualified Professional qualifications in
addition to the Qualified Inspec[or qualifications.
Owner or Operator-means the person,persons or legal entity which owns or leases
the property on which the cons[ruc[ion ac[iviry is occurring; an entity that has Note:Inspections of any post-construction stormwater management practices that
operational control over the construction plans and specifications,including the ability to include structural components,such as a dam for an impoundment,shall be pertormed
make modifications to the plans and specifications;and/or an entity that has day-to-day by a licensed Professional Engineer.
operational control of those activities at a project that are necessary to ensure
compliance with the permit conditions. Qualified Professional-means a person that is knowledgeable in the principles and
practices of stormwater management and treatment,such as a licensed Professional
Performance Criteria—means the design criteria listed under the"Required Elements" Engineer,Registered Landscape Architect or other Department endorsed individual(s).
sections in Chapters 5,6 and 10 of the technical standard,New York State Stormwater Individuals preparing SWPPPs that require the post-construction stormwater
Management Design Manual,dated January 2015.It does not include the Sizing management practice component must have an understanding of the principles of
Criteria(i.e.WQv,RRv,Cpv,Qp and Qf)in Part I.C.2.of the permit. hydrology,water quality management practice design,water quantity control design,
and,in many cases,the principles of hydraulics.All components of the SWPPP that
Point Source-means any discernible,confined and discrete conveyance,including but involve the practice of engineering,as defined by the NYS Education Law(see Article
not limited to any pipe,ditch,channel,tunnel,conduit,well,discrete fissure,container, 145),shall be prepared by,or under the direct supervision of,a professional engineer
rolling stock,concentrated animal feeding operation,vessel or other floating craft,or licensed to practice in the State of New York.
landfill leachate collection system from which pollu[an[s are or may be discharged.
Redevelopment Activity(ies)—means the disturbance and reconstruction of existing
Pollutant-means dredged spoil,filter backwash,solid waste,incinerator residue, impervious area,including impervious areas thatwere removed from a project site within
sewage,garbage,sewage sludge,munitions,chemical wastes,biological materials, five(5)years of preliminary project plan submission tothe local government(i.e.site plan,
radioactive materials,heat,wrecked or discarded equipment,rock,sand and industrial, subdivision,etc.).
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 Regulated,Traditional Land Use Control MS4-means a city,town or village with
Parts 700 et seq. land use control authority that is authorized to discharge under New York State DEC's
43 44
Appendix A Appendix A
SPDES General Permit For Stormwater Discharges from Municipal Separate
Stormwater Sewer Systems(MS4s)or the City of New York's Individual SPDES Permit Steep Slope—means land area designated on the current United States Department of
for their Municipal Separate Storm Sewer Systems(NY-0287890). 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
Routine Maintenance Activity-means conshuc[ion ac[iviry that is pertormed to map unit name),or a combination of the three designations.
maintain the original line and grade,hydraulic capacity,or original purpose of a facility,
including,but not limited to: Streambank—as used in this permit,means the terrain alongside the bed of a creek or
stream.The bank consists of the sides of the channel,between which the flow is confined.
• Re-grading of gravel roads or parking lots,
• Cleaning and shaping of existing roadside ditches and culverts that maintains Stormwater Pollution Prevention Plan(SWPPP)—means a project specific report,
the approximate original line and grade,and hydraulic capacity of the ditch, including construction drawings, that among other things: describes the construction
• Cleaning and shaping of existing roadside ditches that does not maintain the activity(ies),identifies the potential sources of pollution at the cons[ruc[ion si[e;describes
approximate original grade,hydraulic capacity and purpose of the ditch if the and shows the stormwater controls that will be used to control the pollutants(i.e.erosion
changes to the line and grade,hydraulic capacity or purpose of the ditch are and sediment controls; for many projects, includes post-construction stormwater
installed to improve water quality and quantity controls(e.g.installing grass management controls);and identifies procedures the owneroropera[orwill implementto
lined ditch), comply with the terms and conditions of the permit. See Part III of the permit for a
• Placement of aggregate shoulder backing that stabilizes the transition between complete description of the information that must be included in the SWPPP.
the road shoulder and the ditch or embankmen[,
• Full depth milling and filling of existing asphalt pavements,replacement of Surtace Waters of the State-shall be construed to include lakes,bays,sounds,
concrete pavement slabs,and similar work that does not expose soil or disturb ponds,impounding reservoirs,springs,rivers,streams,creeks,estuaries,marshes,
the bottom six(6)inches of subbase material, inlets,canals,the Atlantic ocean within the territorial seas of the state of New York and
• Long-term use of equipment storage areas at or near highway maintenance all other bodies of surface water,natural or artificial,inland or coastal,fresh or salt,
facilities, public or private(except those private waters that do not combine or effect a junction
• Removal of sediment from the edge of the highway to restore a previously with natural surtace waters),which are wholly or partially within or bordering the state
existing sheet-flow drainage connection from the highway surtace to the or within its jurisdiction.Waters of the state are further defined in 6 NYCRR Parts 800 to
highway ditch or embankmen[, 941.
• Existing use of Canal Corp owned upland disposal sites for the canal,and
• Replacement of curbs,gutters,sidewalks and guide rail posts. Temporarily Ceased—means that an existing disturbed area will not be disturbed
again within 14 calendar days of the previous soil disturbance.
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 Temporary Stabilization-means that exposed soil has been covered with material(s)
groundwater,shallow depth to bedrock,and soils with an infiltration rate less than 0.5 as set forth in the technical standard,New York Standards and Specifications for
inches/hour.The existence of site limitations shall be confirmed and documented using Erosion and Sediment Control,to prevent the exposed soil from eroding.The materials
actual field testing(i.e.test pits,soil borings,and infiltration test)or using information can include,but are not limited to,mulch,seed and mulch,and erosion control mats
from the most current United States Department of Agriculture(USDA)Soil Survey for (e.g.jute twisted yarn,excelsior wood fiber mats).
the County where the project is located.
Total Maximum Daily Loads(TMDLs)-A TMDL is the sum of the allowable loads of a
Sizing Criteria—means the criteria included in Part I.C2 of the permit that are used to single pollutant from all contributing point and nonpoin[sources.It is a calculation of the
size post-construction stormwater management control practices.The criteria include; maximum amount of a pollutant that a waterbody can receive on a daily basis and still
Water Quality Volume(WQv),Runoff Reduction Volume(RRv),Channel Protection meet wa[erqualiry s[andards,and an allocation of that amountto the pollutanYs
Volume(Cpv),Overbank Flood(Qp),and Extreme Flood(Qf). sources.A TMDL stipulates wasteload allocations(WLAs)for poin[source discharges,
load allocations(LAs)for nonpoin[sources,and a margin of safety(MOS).
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 Trained Contractor-means an employee from the contracting(construction)company,
permits authorizing discharges to the waters of the state. identified in Part III.A.6.,that has received four(4)hours of Department endorsed
45 46
nvva�d�;:n
training in proper erosion and sediment control principles from a Soil and Water AppENDIX B—Required SWPPP Components by Project Type
Conservation District,or other Department endorsed entity.After receiving the initial
training,the hained con[rac[or shall receive four(4)hours of training every three(3)
years. Table 1
Construction Activities that Require the Preparation of a SWPPP That Only
It can also mean an employee from the contracting(construction)company,identified in Includes Erosion and Sediment Controls
Part I I I.A.6.,that meets the qualified inspec[or qualifications(e.g.licensed Professional
Engineer,Certified Professional in Erosion and Sediment Control(CPESC),Registered The following construction activities that involve soil disturbances of one(1)or more acres of
Landscape Architect,New York State Erosion and Sediment Control Certificate land,but less than five(5)acres:
Program holder,or someone working underthe direct supervision of,and at the same
COmpany as,the liCensed PfOfessi0nal Engineef Of Registefed LandsCape AfChiteCt, •Single family home not located in one of the watersheds listed in Appendix C or not directly
pfOVided they haVe reCeiVed fOUf(4)hOUfs Of Department endOfsed tfaining in pfOpef discharging to one ofthe 303(d)segments listed in Appendix E
•Single family residential subdivisions with 25°k or less impervious cover at total site build-out and
efOsiOn and Sediment COntf01 pfinCiples ffOm a SOiI and Watef COnsefVatiOn DistfiCt,Of not located in one ofthe watersheds listed in Appendix C and not directly discharging to one of the
Othef DepaRment endOfsed entity). 303(d)segments listed in Appendix E
•Constmction of a barn or other agricuttural building,silq stock yard or pen.
The[rained con[rac[or is responsible for the day to day implementation of the SWPPP.
The following construction activities that involve soil disturbances between five thousand(5000)
Uniform Procedures Act(UPA)Permit-means a permit required under 6 NYCRR square feet and one(1)acre of land:
Part 621 of the Environmental Conservation Law(ECL),Article 70.
All construction activities located in the watersheds identifed in Appendix D that involve soil
Watef QUality Standafd-means SUCh measUfes Of pUfity Of qUality fOf any Watefs in disturbances between fve thousand(5,000)square feet and one(1)acre of land.
relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et
Seq. 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, fber-optic cable, cable N,
elecMc,telephone,sewer mains,antl water mains
•Environmental enhancement projects,such as wetland mitigation projects,stormwater retrofts and
stream restoration projects
• Pond construction
•Linear bike paths running through areas with vegetative cover,including bike paths surfaced with an
impervious cover
•Cross-countryskitrailsandwalking/hikingtrails
•Sidewalk,bike path orwalking 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 wrb work along an existing highway to support constmction ofthe sidewalk,
bike path orwalking path.
•Slope stabilization projects
•Slope flattening that changes the grade ofthe site,but does not significantly change the runoff
characteristics
47 48
Appendix B Appendix B
T2b10 1(COf1tIf1U0dJ CONSTRUCTION ACTIVITIES 7HAT REQUIRE THE PREPARATION OF A T2b10 2
SWPPP CONSTRUCTION ACTNITIES THAT REQUIRE 7HE PREPARATON OF A SWPPP THAT INCLUDES
THAT ONLY INCLUDES EROSION AND SEDIMENT CON7F20LS POSTCONSTRUCTON STORNNJAlER MANAGEMENT PRACTICES
The following construction activities that involve soil disturbances of one(1)or more acres of
lantl: 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,felds,downhill ski trails) • Single family home located in one ofthe watersheds listed in Appendix C or directlydischarging to
excluding projects that atter hydrologyfrom pre to post development conditions, one ofthe 303(d)segments listed in Appendix E
•Athletic felds(natural grass)that do not include the construction or reconstmction of impeniious • Single family home that disturbs fve(5)or more acres of lantl
area and do not alter hydrologyfrom pre to post development conditions • Single family residential subdivisions located in one ofthe watersheds listed in Appendix C or
• Demolition project where vegetation will be established,and no redevelopment is planned directly discharging to one ofthe 303(d)segments listed in Appendix E
•Werhead elecMc transmission line project that does not include the constmction of permanent • Single family residential subdivisions that involve soil disNrbances of between one(1)and fve(5)
access roads or parking areas surtaced with impervious cover acres of land with greater than 25°k impervious cover at total site build-out
•Structural practices as identified in Table II in the"AgnculNral Management Practices Catalog for • Single family residential subdivisions that involve soil disNrbances offve(5)or more acres of land,
Nonpoint Source Pollution in NewYork State",excluding projects that involve soil disturbances of and single family residential subdivisions that involve soil disturbances of less than five(5)acres
greater than five acres and constmction activities that include the constmction or reconstmction of that are part of a larger common plan of development or sale that will ultimately disturb five or more
impervious area acres of land
•Temporary access roads,median crossovers,detour roads,lanes,or other temporary impervious • Multi-family residential developments;includes duplexes,townhomes,condominiums,senior
areas that will be restored to pre-constmction conditions once the constmction activity is complete housing complexes,apartment complexes,and mobile home parks
• Airports
• Amusement parks
• Breweries,cidenes,and winenes,including establishments constmcted on agncultural land
• Campgrounds
• Cemeteries that include the constmction or reconstmction of impervious area(>5°k of disturbed
area)or alter the hydrology from pre to post development conditions
• Commercial developments
• Churches and other places of worship
• Constmction of a barn or other agricuttural building(e.g.silo)and stmcNral practices as identifed in
Table II in the"AgriculNral Management Practices Catalog for Nonpoint Source Pollution in New
York State"that include the constmction or reconstruction of impervious area,exclutling projects
that involve soil disturbances of less than fve acres.
• Golfcourses
• Institutional development;includes hospitals,prisons,schools and colleges
• Industrial facilities;includes industrial parks
• Landflls
• Municipal facilities;includes highway garages,transfer stations,offce buildings,PONV's,water
treatment plants,antl water storage tanks
• Office complexes
• Playgrounds that include the construction or reconstruction of impervious area
• Sports complexes
• Racetracks;includes racetracks with earthen(dirt)surtace
• Road constmction or reconstruction,including roads constmcted as part of the constmction
activities listed in Table 1
49 50
nvva�d�;:e
Table 2(Continued) APPENDIX C—Watersheds Requiring Enhanced Phosphorus Removal
CONSTRUCTION ACTNITES THAT REQUIRE THE PREPARATON OF A SWPPP THAT INCLUDES
POST-CONS7F2UCTON STORNNJATER MANAGENENT PRACTICES Watersheds where owners or operators of construction activities identified in
Table 2 of Appendix B must prepare a SWPPP that includes post-construction
The following construction activities that involve soil disturbances of one(1)or more acres of stormwater management practices designed in conformance with the Enhanced
lantl:
Phosphorus Removal Standards included in the technical standard,New York
• Parking lot constmction or reconstmction,including parking lots constructed as part ofthe State StofmWatef Management Design ManUal("Design ManUal°).
construction activities listed in Table 1
• Athletic felds(natural grass)that include the constmction or reconstruction of impervious area(>5°k
ofdisNrbed area)oralterthe hydrologyfrom pre to postdevelopmentcontlitions •Enti�e New Yo�k City Wate�shed located east of the Hudson Rive�-Figu�e 1
• Athletic felds with artificial turt •OnOndaga Lake Watefshed-FigUfe 2
• Permanent access roads,parking areas,substations,compressor stations and well drilling pads, •GfeenWOod Lake Watefshed-FigUfe 3
surfaced with impervious cover.and constmcted as part of an over-head elecMc transmission line •OsCaWana Lake Watefshed—FigUfe 4
project,wind-power project,cell tower project,oil or gas well drilling project,sewer orwater main •Kindefh0ok Lake Watefshed—Fi Ufe 5
project or other linear utility project
• Sidewalk,bike path or walking path projects,surfaced with an impervious cover,that are part of a
resitlential,commercial or instiNtional tlevelopment
• Sidewalk,bike path orwalking path projects,surfaced with an impervious cover,that are part of a
highway construction or reconstruction project
• All other construction activities that include the constmction or reconstmction of impeniious area or
atter the hydrology from pre to post development conditions,and are not listed in Table 1
51 52
Appendix C Appendix C
Fiqure 1-New York Citv Watershed East of the Hudson Fiqure 2-Onondaqa Lake Watershed
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J � ��p'..�T.1.:f.3T. ''�tSPAGFORP � I._
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� ]�;��h� � �PREBL� I
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53 54
nvva�d�;:c nvva�d�;:c
Fiqure 3-Greenwood Lake Watershed Fiqure 4-Oscawana Lake Watershed
PNfLIPST�W1�1
WRRWICK�.--��
I(ENT
f''-
4 PUThfAM VALLEY
� � � ;
.����Nw000 ���� �� ,_
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CARPu7 E L
I�Phospharus 1Matershea
55 56
Appendix C
Fiqure 5-Kinderhook Lake Watershed 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.
SANQ LAKE
ER51 GRC��+[su5��
��� Entire New York City Watershed that is located east of the Hudson River-See Figure
� n. r`�l 1 in Appendix C
��V
� �
� wnss,au
�HqOAGK �
�
1 NEW LEBAN
ICINOERHODK �
�,� GHATHRM ,
C.W A.4N
Vp1R1ll"
TVMi.Vil4epc.ar Giry 6wntl�y lor Naw 1bR.StaLe yys
CJ Knticr�ook Ln%c WnEcaM1ctl � �~T�~�
57 58
303(d)Segments Impaired by Construction Related Pollutant(s)
APPENDIX E—303(d)Segments Impaired by Construction Related Pollutant(s) ouechess Fall Kill and eri6s Nuerienrs
Dutchess Hillside Lake Nutrientr
List of 303(d)segments impaired by pollutants related to construction ectiviry(e.g.silt,sediment Dutchess Wappingers Lake Nutrienrs
or nutrients).The list was developed using"The Final New York State 2016 Section 303(d)List Dutchess Wa Lake 5ilt/5ediment
of Impaired Waters Requiring a TMDL/Other Stretegy'dated November 2016.Owners or ppingers
operators of single family home and single family residential subdivisions with 25%or less total Erie Beeman Creek and tri6s Nutrients
impervious cover at total site build-out that involve soil disturbances of one or more acres of Erie Ellimtt Creek,Lower,and tri6s 5ilt/5ediment
land,but less than 5 acres,and directly discharge to one of the listed segments below shall Erie Ellimtt Creek,Lower,and tri6s Nutrients
prepare a SWPPP that includes post-construction stormwater management prectices designed Erie Green Lake Nutrients
in conformance with the New York State Stormwater Management Design Manual('Design Erie LitHe 5isterCreek,Lower,and tri6s Nutrienrs
Manual"),dated January 2015. Erie MurderCreek,Lower,and tri6s Nutrients
Erie Rush Creek and tri6s Nutrients
Erie Scajaquada Creek,Lower,and tri6s Nutrients
Erie ScajaquadaCreek,Middle,andtri6s Nutrients
COUNTY WATERBODY POLLUTANT Erie ScajaquadaCreek,Upper,andtri6s Nutrientr
Al6any Ann Lee(Shakers)Pond,Stump Pond Nutrientr Erie South Branch Smoke Cr,Lower,and tri6s Silt/Sediment
Al6any BasicCreekReservoir Nutrientr Erie SouthBranch5mokeCr,Lower,andtri6s Nutrientr
Allegany Amity Lake,Saunders Pond Nutrientr
Bronx Longlsland5ound,Bronx Nutrientr Essex LakeChamplain,MainLake,South Nutrientr
Bronx Van CortlandtLake Nutrientr Essex Lake Champlain,South Lake Nutrients
Broome Fly Pond,Deer Lake,Sky Lake Nutrientr Essex Wills6oro Bay Nutrientr
Broome MinorTri6stoLowerSusquehanna(north) Nutrientr Genesee BigelowCreekandtri6s Nutrientr
Broome WhitneyPointLake/Resery Nutrientr Genesee BlackCreek,Middle,andm ortri6s Nutrients
Cattaraugus AlleghenyRiver/Reservoir o Nutrientr Genesee BlackCreek,Upper,andm ortri6s Nutrients
Genesee BowenBrookandtri6s Nutrientr
Cattaraugus Beaver(Alma)Lake Nutrientr Genesee LeRoy Reservoir Nutrientr
Cattaraugus Case Lake Nutrientr
Cattaraugus Linlym/CIu6 Pond Nutrientr Genesee Oak Orchard Cr,Upper,and tri6s Nutrientr
Ca Duck Lake Nutrientr Genesee Tonawanda Creek,Middle,Main Stem Nutrientr
yuga Greene Schoharie Reservoir Silt/Sediment
Cayuga LitHe Sodus Bay Nutrientr Greene Sleepy Hollow Lake Silt/Sediment
Chautauqua BearLake Nutrientr Herkimer SteeleCreektri6s Silt/Sediment
Chautauqua ChadakoinRiverandtri6s Nutrientr Herkimer SteeleCreektri6s Nutrientr
Chautauqua Chautauqua Lake,North Nutrientr Jefferson Moon Lake Nutrientr
Chautauqua Chautauqua Lake,South Nutrientr
Chautauqua FindleyLake Nutrientr Kings HendrixCreek Nutrients
Chautauqua Hul6urt/ClymerPond Nutrientr Kings ProspectParkLake Nutrientr
Clinton GreatChazy River,Lower,Main Stem Silt/Sediment Lewis Mill Creek/South Branch,and tri6s Nutrientr
Clinton Lake Champlain,Main Lake,Middle Nutrientr Livingston Christie Creek and tri6s Nutrientr
Clinton Lake Champlain,Main Lake,North Nutrientr Livingston Conesus Lake Nutrientr
Colum6ia KinderhookLake Nutrientr Livingston MiIlCreekandminortri6s Silt/Sediment
Colum6ia Ro6insonPond Nutrientr Monroe BlackCreek,Lower,andm ortri6s Nutrientr
Monroe Buck Pond Nutrientr
Cortland Dean Pond Nutrientr Monroe Cran6erry Pond Nutrientr
59 60
303(d)Segments Impaired by Construction Related Pollutant(s) 303(d)Segments Impaired by Construction Related Pollutant(s)
Monroe Lake Ontario 5horeline,Westem Nutrients Onondaga Onondaga Lake,northem end Nutrientr
Monroe LongPond Nutrientr Onondaga OnondagaLake,southemend Nutrientr
Monroe MiIlCreekandtri6s Nutrientr Ontario GreatBrookandminortri6s Silt/Sediment
Monroe MiIlCreek/BluePondOuHetandtri6s Nutrientr Ontario GreatBrookandminortri6s Nutrientr
Monroe MinorTri6stolrondequoitBay Nutrientr Ontario HemlockLakeOuHetandminortri6s Nutrientr
Monroe RochesterEm6ayment-East Nutrientr Ontario HoneoyeLake Nutrientr
Monroe RochesterEm6ayment-West Nutrientr Orange GreenwoodLake Nutrientr
Monroe Ship6uildersCreekandtri6s Nutrientr Orange MonhagenBrookandtri6s Nutrientr
Monroe ThomasCreek/WhiteBrookandtri6s Nutrientr Orange OrangeLake Nutrientr
Nassau BeaverLake Nutrientr Orleans LakeOntario5horeline,Westem Nutrientr
Nassau CamaansPond Nutrientr Orleans LakeOntario5horeline,Westem Nutrientr
Nassau EastMeadowBrook,Upper,andtri6s Silt/Sediment Oswego LakeNeatahwanta Nutrientr
Nassau EastRockawayChannel Nutrientr Oswego PleasantLake Nutrients
Nassau GrantParkPond Nutrientr Putnam BogBrookReservoir Nutrientr
Nassau Hempstead Bay Nutrientr Putnam Boyd Comers Reservoir Nutrientr
Nassau Hempstead Lake Nutrientr Putnam Croton Falls Reservoir Nutrientr
Nassau HewlettBay Nutrientr Putnam DivertingReservoir Nutrientr
Nassau HoglslandChannel Nutrientr Putnam EastBranchReservoir Nutrientr
Nassau Longlsland5ound,NassauCountyWaters Nutrientr Putnam LakeCarmel Nutrients
Nassau Massapequa Creek and tri6s Nutrientr Putnam Middle Branch Reservoir Nutrientr
Nassau Mil6um/Parsonage Creeks,Upp,and tri6s Nutrientr Putnam Oscawana Lake Nutrientr
Nassau ReynoldsChannel,west Nutrientr Putnam PalmerLake Nutrientr
Nassau TidalTri6stoHempsteadBay Nutrientr Putnam WestBranchReservoir Nutrients
Nassau Tri6s(fresh�toEastBay Nutrientr Queens BergenBasin Nutrientr
Nassau Tri6s(fresh�toEastBay Silt/Sediment Queens FlushingCreek/Bay Nutrientr
Nassau Tri6s to Smith/Halls Ponds Nutrientr Queens Jamaica Bay,Eastem,and tri6s(Queens) Nutrientr
Nassau WoodmereChannel Nutrientr queens KissenaLake Nutrientr
New Vork Harlem Meer Nutrientr Queens Meadow Lake Nutrientr
New Vork The Lake in Central Park Nutrientr queens Willow Lake Nutrientr
Niagara BergholtzCreekandtri6s Nutrientr Rensselaer NassauLake Nutrientr
Niagara Hyde Park Lake Nutrientr Rensselaer Snyders Lake Nutrientr
Niagara Lake Ontario 5horeline,Westem Nutrientr Richmond Grasmere Lake/Bradys Pond Nutrientr
Niagara LakeOntario5horeline,Westem Nutrientr Rockland CongersLake,SwartoutLake Nutrientr
Oneida Ballou,Nail Creeksand tri6s Nutrients Rockland Rockland Lake Nutrients
Onondaga Har6orBrook,Lower,and tri6s Nutrientr Saratoga Ballston Lake Nutrientr
Onondaga LeyCreekandtri6s Nutrientr Saratoga DwaasKillandtri6s Silt/Sediment
Onondaga MinorTri6stoOnondagaLake Nutrientr Saratoga DwaasKillandtri6s Nutrientr
Onondaga Ninemile Creek,Lower,and tri6s Nutrientr Saratoga Lake Lonely Nutrientr
Onondaga Onondaga Creek,Lower,and tri6s Nutrientr Saratoga Round Lake Nutrientr
Onondaga Onondaga Creek,Middle,and tri6s Nutrients Saratoga Tri6s ro Lake Lonely Nutrients
61 62
303(d)Segments Impaired by Construction Related Pollutant(s) 303(d)Segments Impaired by Construction Related Pollutant(s)
Schenectady Collins Lake Nutrientr Warren Huddle/Finkle Brooksand tri6s Silt/Sediment
Schenectady DuaneLake Nutrientr Warren IndianBrookandtri6s Silt/Sediment
Schenectady MariavilleLake Nutrientr Warren LakeGeorge Silt/Sediment
Schoharie EnglevillePond Nutrientr Warren Tri6stoL.George,VillageofLGeorge Silt/Sediment
Schoharie SummitLake Nutrientr Washington CossayunaLake Nutrientr
Seneca ReederCreekandtri6s Nutrientr Washington LakeChamplain,5outhBay Nutrientr
St.Lawrence Black Lake OuHet/Black Lake Nutrientr Washington Tri6s to L.George,EastShore Silt/Sediment
St.Lawrence Fish Creek and minortri6s Nutrientr Washington Wood Cr/Champlain Canal and minortri6s Nutrientr
Steu6en SmithPond Nutrientr Wayne PortBay Nutrientr
Suffolk Agawam Lake Nutrientr Westchester Amawalk Reservoir Nutrients
Suffolk Big/Little Fresh Ponds Nutrientr Westchester Blind Brook,Upper,and tri6s Silt/Sediment
Suffolk Canaan Lake Silt/Sediment Westchester Cross River Reservoir Nutrientr
Suffolk Canaan Lake Nutrientr Westchester Lake Katonah Nutrientr
Suffolk Flanders Bay,West/LowerSawmill Creek Nutrientr Westchester Lake Linmindale Nutrientr
Suffolk Fresh Pond Nutrientr Westchester Lake Meahagh Nutrientr
Suffolk GreatSouth Bay,East Nutrientr Westchester Lake Mohegan Nutrientr
Suffolk GreatSouthBay,Middle Nutrientr Westchester LakeShenorock Nutrientr
Suffolk GreatSouthBay,West Nutrientr Westchester Longlsland5ound,Westchester(East) Nutrients
Suffolk Lake Ronkonkoma Nutrientr Westchester Mamaroneck River,Lower Silt/Sediment
Suffolk Longlsland5ound,SuffolkCounty,West Nutrientr Westchester MamaroneckRiver,Upper,andminortri6s Silt/Sediment
Suffolk Mattituck(Marratooka)Pond Nutrientr Westchester Muscoot/Upper New Croton Reservoir Nutrientr
Suffolk Meetinghouse/TerrysCreeksandtri6s Nutrientr Westchester NewCrotonReservoir Nutrients
Suffolk Mill and Seven Ponds Nutrientr Westchester Peach Lake Nutrientr
Suffolk Millers Pond Nutrientr Westchester Reservoir No.l(Lake Isle) Nutrientr
Suffolk Moriches Bay,East Nutrientr Westchester Saw Mill River,Lower,and tri6s Nutrientr
Suffolk Moriches Bay,West Nutrientr Westchester Saw Mill River,Middle,and tri6s Nutrientr
Suffolk Pemnic River,Lower,and tidal tri6s Nutrientr Westchester Sheldrake Riverand tri6s Silt/Sediment
Suffolk quantuck Bay Nutrients Westchester Sheldrake Riverand tri6s Nutrients
Suffolk ShinnemckBayandlnlet Nutrientr Westchester SilverLake Nutrientr
Suffolk Tidaltri6stoWestMorichesBay Nutrientr Westchester TeatownLake Nutrientr
Sullivan Bodine,MontgomeryLakes Nutrientr Westchester TiticusReservoir Nutrientr
Sullivan Davies Lake Nutrientr Westchester Truesdale Lake Nutrients
Sullivan EvensLake Nutrientr Westchester WallacePond Nutrientr
Sullivan Pleasure Lake Nutrientr Wyoming Java Lake Nutrientr
Tompkins Cayuga Lake,Southem End Nutrientr Wyoming Silver Lake Nutrientr
Tompkins Cayuga Lake,Southem End Silt/Sediment
Tompkins Owasm Inlet,Upper,and tri6s Nutrients
Ulster Ashokan Reservoir Silt/Sediment
Ulster EsopusCreek,Upper,andminortri6s Silt/Sediment
Warren Hague Brook and tri6s Silt/Sediment
63 64
APPENDIX F—List of NYS DEC Regional Offices
• - -. ,
-.. . .. I
50 CiaaE Rono 50 CiaaE Rono
� Nn55nunrvoSUFFo�x SiorvvBaoox,Nr11]90 SiorvvBaoox,Nr11]903409
TE�.(631)444-0%5 TE�.(631)444d405
1HurviEaSPoirviP�azn, 1HurvhaSPoirviP�azn,
2 Baorvx,Kirv�S,NEwVoax, 4]-00215iSi. 4]-40215iSi.
QUEErvSnrvoRicxmorvo Lorv�IS�nrvoCiir,Nr11101-540] Lorv�IS�nrvoQir,Nr11101b40]
TE�.(]18)482-499] TE�.(/18)482-0933
DuicxE55,0anrv�E,Puirvnm, 21SouixPuiiCoarvEaSRono 100W��5mEAVErvuE,SuiiE1w
3 Rocx�nrvo,Su��rvnrv,U�siEa NEwPn�rz,Nv12561-1696 WxiiEP�nirv5,Nv10603
nnuWEsicxEsiEa Te�.(845)2563059 Te�.(914)428-2505
A�anrvv,Co�umain,
DE�nwnaE,GaEErvE, 1150NoaixWESrcoiiRono 1130NoaixWESicoiiRono
Q Morvi�omEav,OisE�o, ScxErvEcinov,Nv 12306-2014 ScxErvEcrnov,Nv 12306-2014
RErv55E�nEa,ScxErvEcinov Te�.(518)35]-20G9 Te�.(518)35]-2045
nrvo ScxoxnaiE
C�irviorv,E55Ex,Fxnnn�in, ���SSiniERouiE86,POBox296 232Go�FCouaSERono
5 Fu�iorv,Hnmi�iorv, qpygaoox,Nv129]]-029G WnaaErvSaua�,Nv12885-11]2 TE�.
Snanio�n,Wnxxennnu ���518)89]-1234 (518)623-12(10
Wnsxirv�iory
HERKIMER�EFFERSON, STATEOFFICEBUILDING STATEOFFICEBUILDING
6 LEWIS,ONEIDAAND 31]WASHINGTONSTREET 20]GENESEESTREET
ST.LAWRENCE WATERTOWN,NV 136013]8] UTICA,NV 13501-2885 TEL.(315)
TEL.(315)]85-2245 ]93-2554
BROOME,CAVUGA,
CHENANGO,CORTLAND, 615 ERIE BLVD.WEST 615 ERIE BLVD.WEST
] MADISON,ONONDAGA, SVRACUSE,NV 13204-2400 SVRACUSE,NV 13204-2400
OSWEGO,TIOGA AND TEL.(315)426-]438 TEL.(315)426-]500
TOMPKINS
CHEMUNG,GENESEE,
LIVINGSTON,MONROE, 62]4EASTAVON-LIMA 62]4EASTAVON-LIMARD.
$ OMARIO,ORLEANS, ROADAVON,NY 144149519 AVON,NY 14414-9519
SCHUVLER,SENEClS �L.(585)226-2466 TEL.(585)226-2466
STEUBEN,WAVNE AND
VATES
ALLEGANV, Z�pMICHIGANAVENUE 2]OMICHIGANAVENUE
9 CATTARAUGUS, gUFFALO,NY 14203-2999 BUFFALO,NV14203-2999
CHAUTAUQUA,ERIE, �L.(/16)851-]165 TEL.(/16)851-]0]0
NIAGARAAND WVOMING
65
Appendix G
Historic Preservation/Endangered Species Documentation
��1f�1 Y�RI�', ���"�C�`J� ����"����C��
�T�1T E C�F #
a���r��-u�,�T� ��`lC� �IS�'�f IC �"t"`�S�'f"�V��ID�'1
ANDREW M. CUOMO ROSE HARVEY
Governor Commissioner
September 12, 2016
Ms. Kristy Harris
441 South Salina Street
Syracuse, NY 13202
Re: DEC
Proposed 176 South Broadway Hotel Project
176 S Broadway, Saratoga Springs, NY
16PR04533
Dear Ms. Harris:
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,
�
��'c'�• �
Ruth L. Pierpont
Deputy Commissioner for Historic Preservation
Division for Historic Preservation
P.O. Box 189,Waterford, New York 12188-0189•(518)237-8643•www.nysparks.com
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MEMO:
To: Project File (#2016144)
From: Rob Fraser, PWS
Date: June 5, 2019
Subject: Turf and Spa FWS 200 S. Bdway, Saratoga Springs
Karner Blue Butterfly and Northern Long Eared Bat Habitat Evaluation
The USFWS and NYSDEC on-line mapping shows the site as being an area that may include critical
habitat for the Karner Blue butterfly (Lycaeides melissa samuelis),Frosted Elfins (Callophrys irus)
and the Northern Long Eared Bat(Myotis septentrionalis).
Yesterday, I investigated the site and found that most of the site is occupied by an existing hotel,
asphalt parking lot,pool and landscaped lawn and perimeter gardens with annual and perennial
plants that do not provide Karner Blue or Frosted Elfin Butterfly habitat. Both species of butterflys
rely on wild blue lupine(Lupinus perennis), the only host plant for Karner Blue butterflys and the
primary host plant for the Frosted Elfins. Frosted Elfin also rely on the leaves and stems of Wild
Indigo (Baptisia spp.),primarily the native Baptisia tinctoria in New York There was no sign of
these plants during my investigation.
Also, there is no know Northern Long Eared Bat(Myotis septentrionalis) summer or winter
hibernaculum within 5 miles of the site or suitable summer hibernaculum/ habitat(i.e. dead trees
with cavities) located on the subjectproperty.
Appendix H
Deep Ripping and De-compaction (DEC, 2008)
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Appendix I
Stormwater Maintenance Agreement
STORMWATER MANAGEMENT
242 Attachment 1
City of Saratoga Springs
Schedule A
Sample Stormwater Control Facility
Maintenance Agreement
Whereas,the Municipality of saratoga springs ("Municipality") and the
Larkin Hospitality ("facility owner") want to enter into an agreement to provide
for the long term maintenance and continuation of stormwater control measures approved by
the Municipality for the below named project, and Whereas, the Municipality and the facility
owner desire that the stormwater control measures be built in accordance with the approved
project plans and thereafter be maintained, cleaned, repaired, replaced and continued in
perpetuity in order to ensure optimum performance of the components. Therefore, the
Municipality and the facility owner agree as follows:
1. This agreement binds the Municipality and the facility owner, its successors and assigns,to
the maintenance provisions depicted in the approved project plans which are attached as
Schedule A of this agreement.
2. The facility owner shall maintain, clean, repair,replace and continue the stormwater control
measures depicted in Schedule A as necessary to ensure optimum performance of the
measures to design specifications. The stormwater control measures shall include, but shall
not be limited to,the following: drainage ditches, swales, dry wells, infiltrators, drop inlets,
pipes, culverts, soil absorption devices and retention ponds.
3. The facility owner shall be responsible for all expenses related to the maintenance of the
stormwater control measures and shall establish a means for the collection and distribution
of expenses among parties for any commonly owned facilities.
4. The facility owner shall provide for the periodic inspection of the stormwater control
measures, not less than once in every five-year period, to determine the condition and
integrity of the measures. Such inspection shall be performed by a Professional Engineer
licensed by the State of New York. The inspecting engineer shall prepare and submit to the
Municipality within 30 days of the inspection, a written report of the findings including
recommendations for those actions necessary for the continuation of the stormwater control
measures.
5. The facility owner shall not authorize, undertake or permit alteration, abandonment,
modification or discontinuation of the stormwater control measures except in accordance
with written approval of the Municipality.
6. The facility owner shall undertake necessary repairs and replacement of the stormwater
control measures at the direction of the Municipality or in accordance with the
recommendations of the inspecting engineer.
242 Attachment 1:1 oi-oi-Zoia
SARATOGA SPRINGS CODE
7. The facility owner shall provide to the Municipality within 30 days of the date of this
agreement, a security for the maintenance and continuation of the stormwater control
measures in the form of(a Bond, letter of credit or escrow account).
8. This agreement shall be recorded in the Office of the County Clerk, County of
saratoga together with the deed for the common property and shall be
included in the offering plan and/or prospectus approved pursuant to Larkin xospital i.ty
9. If ever the Municipality determines that the facility owner has failed to construct or
maintain the stormwater control measures in accordance with the project plan or has failed
to undertake corrective action specified by the Municipality or by the inspecting engineer,
the Municipality is authorized to undertake such steps as reasonably necessary for the
preservation, continuation or maintenance of the stormwater control measures and to affix
the expenses thereof as a lien against the property.
10. This agreement is effective.
242 Attachment 1:2 oi-oi-Zoia
�
The LA GROUP
La�idscape ArchitecturehYEnqineerinq P.C_
Pe�/c.Pnrpnlr.P/a.:.
��1 C_.(111() ���f_'.ti�
`_�?�I��i(OC�d S�]I IIlgS
4VY 12�66
r 51� '�87 ;�()47
�:_�,,�t_ ,_,'_n�Q,,
Engineering Report
Water and Sanitary Sewer
For
176 South Broadway
SOUTH BROADWAY
SARATOGA SPRINGS, NEW YORK
Planning Board #20200083
Prepared For
Larkin Hospitality
410 Shelburne Road
Burlington, VT 05401
Contact: Joe Larkin
Prepared By
The LA Group, P.C.
40 Long Alley
Saratoga Springs, New York 12866
January 30, 2020
' Revised: Apri129, 2020
Engineering Report 176 South Broadway
Larkin Hospitality
2016144
L Introduction
The proposed proj ect involves the development of a four(4) story hotel located on the east side
of South Broadway (NYS Route 9) approximately 250 feet south of the intersection of South
Broadway and Lincoln Avenue. The building will have underground parking, a swimming pool,
fimess center, bar/lounge and a total of 120 sleeping units. The property is currently a motel.
Municipal water exists within South Broadway. Municipal sewer exists on the East side of
South Broadway.
Water will be supplied for domestic and fire protection through a new 6-inch branch lateral
which will connect to the 12-inch main on South Broadway. This existing 12-inch main is
owned by the City of Saratoga Springs.
For sanitary sewer collection, a new connection will be made to the existing manhole on the east
site of South Broadway which is currently connected to the municipal system.
IL Proiect Description
The proj ect proposes a four story hotel with associated access drives,parking areas, landscaping
and stormwater management. The building includes 120 guest units.
IIL Existin� Water and Sanitary Sewer Utilities
Municipal water service is currently provided by the City of Saratoga Springs. A 12-inch diameter
water main is located within South Broadway.
Northeast Fire Protection Systems Inc. conducted a hydrant flow test on March 27, 2018 on the 12"
water main in South Broadway between Canfield Street and Adelphi Street. The results of this flow
test indicate a static pressure of 73 pounds per square inch (psi). During the flow test hydrants
running at approximately 1,060 gallons per minute caused the residual pressure to drop
approximately 63 psi giving a theoretical available flow of approximately 2,607 gallons per minute at
20 pounds per square inch (psi). Refer to Attachment A for the Hydrant Fire Flow Test Summary.
Municipal sanitary sewer service is available from the City of Saratoga Springs at a sanitary sewer
manhole located adjacent to the proposed building. Wastewater entering this manhole is conveyed by
1
Engineering Report 176 South Broadway
Larkin Hospitality
2016144
gravity to the South and ultimately flows for conveyance and treatment at Saratoga County Sewer
District's wastewater treatment plant in Mechanicville.
IV. Proiected Water and Wastewater Flows
The tables below provide information on the anticipated wastewater flow rates for the project:
120 Sleeping Units 110 gpd/unit 13,200 gpd
12 Employees 15 gal each 180 gpd
55 Seat Bar/Lounge 20 gal/seat 1,100 gpd
Total 14,480 gpd
For the entire proj ect, average daily flow for wastewater is estimated to be 10.1 gallons per
minute(gpm)based on a 24-hour day. Estimated peak hourly flow is 41.5 gpm (4.11 x
average).� The estimated population served is based on 2 people per sleeping unit and 12
employees (252 total).
Average daily demand for water is estimated to be approximately equal to the wastewater flow
or 9.3 gpm. Instantaneous demand is calculated at 1.4 gpm3 for each unit giving a total
instantaneous demand of 168 gpm.
Summary of Design Flows
Water Consumption:
Proj ect ADF = 14,480 gal/day (gpd)
Instantaneous Water Use = 168.0 gal/min (gpm)
Sanitar�v Sewer Flows:
Proj ect ADF = 14,480 gal/day (gpd)
Peak Hourly Flow (PHF) = 41.5 gal/min (gpm)
For the purposes of input into the City of Saratoga Springs water model, we offer the following
estimated water demands for the proj ect:
• Average Day Demand is 10.1 gallons per minute(GPM) over the 24-hour period.
• Max Day Demand is 20.2 gallons per minute(GPM)based on twice the average.
• Peak Hourly Flow is 41.5 gallons per minute(GPM)based on 4.11 times the average.
• Fire Flow Demand is 1,000 gallons per minute (GPM)per ISO guidelines.
2
Engineering Report 176 South Broadway
Larkin Hospitality
2016144
V. Pronosed Water and Wastewater Utilities
Proposed Water Utilities
To service the project, the existing 12-inch ductile iron waterline on South Broadway is proposed
to be wet tapped. A new 6-inch lateral will be provided off the existing 12-inch waterline in
South Broadway and include a 6" gate valve, and thrust block.
Needed Fire Flow (NFF) calculations using the ISO Guide for Determination of Needed Fire
Flow are presented in Attachment B. The calculation shows a NFF of 2,250 gallons per minute.
This calculation is for a non-sprinklered building.
For a building protected by an automatic fire sprinkler system, the ISO states:
"The NFF for residerztial occupancies (such as apartment buildings, lodgings and rooming
houses, board arzd care facilities, hotels, motels and dormitories)protected by an automatic fire
sprinkler system installed in accordance with the general criteria ofNFPA 13R, Standard for the
Installation of Sprinkler Systems in Residential Occupancies up to and including Four�Stories in
Height, is the demand at the base of the automatic sprinkler riser".
"The minimum NFF is 1,000 gpm at 20 psi for a duration of 2 hours".
Using the minimum given by ISO, the NFF for this facility is 1,000 gpm.
Hydrant flow test data indicates approximately 2,600 gpm available at 20 psi. Based on this
information, there is adequate fire protection water supply available at the site.
Connections and appurtenances, including tapping sleeves and valves, mechanical joints, thrust
blocks, trenching, bedding, as well as testing and disinfection will all be specified in accordance
with City of Saratoga Springs standards. A backflow preventor will be located within the
proposed building.
Proposed Wastewater Utilities
Sanitary wastewater will be piped from the building via six-inch PVC lateral installed at a
minimum slope of 2.0%to the existing sanitary manhole located near the corner of South
Broadway and Todd Street. Peak hourly flow is estimated to be 38.6 gpm for the project.
The sanitary sewer lateral and manhole connections will be furnished, installed and tested
according to City of Saratoga Springs standards.
Notes
3
Engineering Report 176 South Broadway
Larkin Hospitality
2016144
1. From Table 1, Appendix 75-A Wastewater Treatment Standards-Residential Onsite Systems
(110 gallons per day per bedroom)
2. From Figure 1, GL UNIRB Recommended Standards for Wastewater Facilities
Q= (18 +P%z)=(4 +P%z)where P=population in thousands
3. From Table XXI, Communitv Water Systems Source Book,Ameen (1.4 gpm/residence).
4. From Table B-3, NYSDEC 2014 Design Standards for Wastewater Treatment Systems.
Attachments
Attachment A Water Design Information:
• Water Demand Calculations
• Hydrant Flow Test Data
• Needed Fire Flow (NFF) Calculations
Attachment B Sanitary Sewer Design Information:
• Sewer Flow Calculations
4
ATTACHMENT A
WATER DESIGN INFORMATION
176 South Broadway 4/29/2020
Larkin Hospitality
ESTIMATE MAXIMUM DAILY DEMAND:
GUEST SLEEPING UNITS
NUMBER OF UNITS 120
DESIGN FLOW = 110 .0 GPD/SF (NYSDEC)
Qd = 13, 200 GPD
EMPLOYEES
NO. OF EMPLOYEES 12
DESIGN FLOW = 15.0 GPD/EA (NYSDEC)
Qd = 180 GPD
BAR/LOUNGE
NO. OF SEATS 55
DESIGN FLOW = 20 .0 GPD/EA (NYSDEC)
Qd = 1, 100 GPD
MAX. DAILY DEMAND, Q = 14, 480 GPD (Qa through Qd)
POPULATION SERVED = 252
AVG. DAILY DEMAND = 10 .1 GPM ( 24 HOURS )
PEAK HOURLY DEMAND = 41 .5 GPM ( AVG x 4 .11 )
INSTANTANEOUS DEMAND = 168 GPM 120 UNITS x 1 .4 GPM***
* WATER SUPPLY FIXTURE UNITS FROM NYS BLDG. CODE TABLE E103.2
** WATER SUPPLY DEMAND FROM NYS BLDG. CODE TABLE E103.3 (3)
*** AMEEN TABLE XIV "Instantaneous Water Demands for Residential Areas"
1 ATTACHMENT A
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P.O. BOX 508 BURNT HILLS, N.Y. 12027 (518) 885-111� FAX (518) 885-a526
HYDRAI�T FL�VII TEST REp�RT
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TEST RESULTS: STATIC PRESSURE {Bj �l�^ PS!
RESEDUA� PRESSURE (6) 4-�� PSI WIT�i l��(vl.:> GPM FLOWING AT (A}
RESIDUAL PRESSURE (By PSI VIIITH GPfVI FLOWlNG AT (A)
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1) PORT FLOWED (A) � DfAMET�R �..�Z
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1) PfTOT or FLOW METER READING (A� � PSI AT ���.�(J GPM
2) PITOT or FLOW METER R�ADING (A} PS! AT GPM
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� PREPARED BY: BCS DATE 01/30/20
CHECKED BY: DBH DATE 01/30/20
The L� GROUP SUBJECT: Intrada Saratoga Vecino Group - ISO NFF Calculations
Lnnds���e�.«h��e��u7P��nq�nee��_,q ��. PROJECT NUMBER: 2016144 SHEET 1 OF 1
Assumptions: Building is 4 stories.
Steel/wood framing.
120 sleeping units. Largest unit is 556 SF.
No exposures and communications.
Building design includes an automatic fire sprinkler system.
References: 1. Insurance Services Office (ISO) Guide for Determination of Needed Fire Flow
Edition 06-2014
Needed Fire Flow Formula (for a non-sprinklered building):
NFF� _�C�)���)I1.0 +(X+ P)�l
where:
NFF =the needed fire flow in gallons per minute
C; = a factor related to the type of construction and effective area
O; = a factor related to the type of occupancy
X = a factor related to the exposure hazard of adjacent buildings
P = a factor related to the communication hazard with adjacent buildings
CONSTRUCTION TYPE
Construction Class 2 Qoisted masonry construction)
Construction type coefficient (F) = 1.0 (Chapter 2, Reference 1)
Effective area (A) = 19,848 SF (7939 + (3) 7939/2) (50% of each additional floor)
C = 18FxA'�2
C = 2,535.86 gpm
C = 2,500 (rounded to nearest 250 gpm)
OCCUPANCY TYPE
Hotel Rooms
Occupancy combustibility class C-2 (Limited Combustibility)
Occupancy Factor (0) = 0.85 (Chapter 3, Reference 1)
EXPOSURES AND COMMUNICATION
Exposure Factor(X) = none (Chapter 4, Reference 1, exception for habitational)
Exposure and Communication Factor (X + P) = 0.00
CALCULATION
NFF = (C)(0)(1+(X+P))
NFF = 2,125.00 gpm
NFF = 2,250 gpm (rounded to nearest 250 gpm)
G:\Proj-2016\2016144_Turf_N_Spa_Larkin_South_Broadway\2016144Engineering_Data\OOWater\2016144 ISO NFF Worksheet.xlsx
ATTACHMENT B
SANITARY SEWER DESIGN INFORMATION
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City of Saratoga Springs Complete Streets Checklist
Saratoqa Sprinqs Complete Street Policv Vision (May 2012)
The City of Saratoga Springs Complete Streets Policy will encourage the deve/opment of a comp/ete streets
network throughout the City to create a more balanced transportation system. The Policy shall be consistent
with and assist in achieving the goa/s and recommendations set forth in the City's Comprehensive P/an and
other policy documents. The Policy shall ensure new and updated public and private projects are p/anned,
designed, maintained and operated to enab/e safer, comfortab/e and convenient trave/to the greatest extent
possib/e for users of all abilities inc/uding pedestrians, bicyclists, motorists and transit riders.
This checklist is intended to assist the City in achieving its vision for complete streets.
Project Name: South Broadway Hotel Date: 4.30.2019
Project Location / Limits: 176 Broadway
Project Description: New hotel and parking
Instructions: For each box checked, please provide a brief description for how the item is addressed,
not addressed, or not applicable and include supporting documentation.
Street Classification (identify street or streets within the project area)
Principal arterial ❑ Minor arterial ❑ Mixed use collector ■❑ Mixed use local ❑
Residential collector ❑ Residential local ❑ Special use street ❑
EXISTING CONDITIONS
Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description
Existing Bicycle & Pedestrian Operations
Do bicycle and pedestrian accommodations exist? (see page 2 for 0 ❑ ❑
examples) There are sidewalks existing along the frontage
Existing Transit Operations
Do transit facilities exist within the study area, including bus and 0 ❑ ❑
Bus stop at corner of Broadway and Lincoln
train stops/stations?
Is the project area on a transit route? (CDTA Service Routes) 0 ❑ � Route 451
Are there bicycle racks, shelters, or parking for transit riders ❑ 0 ❑
available?
Existing Access and Mobility
Do connective opportunities exist with schools, hospitals, senior ❑ 0 ❑
care or community centers or persons with disabilities within
ro�ect area?
Are there gaps inhibiting continuous access between schools, ❑ 0 ❑
hospitals, senior care, or community centers or persons with
disabilities within project area?"
Pro"ect Area Context
Are there prominent landmarks, recreation, shopping, employment 0 ❑ ❑
center, cultural centers or other key destinations that offer Walkable to nearby commercial along Broadway
opportunities to connect this site?
Please list and/or describe planning or policy documents addressing bicyclist, pedestrian, transit, or truck/freight use for
the project area. Examples can include: Citv of Saratoqa Sprinqs Comprehensive Plan, Citv of Saratoqa Sprinqs Open
Space Plan, Capital District Transportation Committee Bicvcle/ Pedestrian Prioritv Network, Citv Standard Details, etc.
The project site is within the comprehensive plan. We are not aware of any other planning or policy documents for this
site.
City of Saratoga Springs Complete Streets Checklist 1
PROPOSED DESIGN
Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description
Complete Streets Design
Bicyclist accommodations? 0 ❑ � Bike Rack
Pedestrian accommodations? Q � � Sidewalks available
Access and Mobility accommodations? 0 ❑ � ADAaccessibility
Transit accommodations? � � � CDTA at Broadway and Lincoln
Truck/freight accommodations? Q ❑ ❑ On south Broadway
Streetscape elements? Q � � Will adhere to city standards
Bike Facilities:
Off-roadway bike ❑ Yes ❑■No ❑NA
accommodations Pedestrian Facilities:
Dedicated bike lane ❑ Yes ■❑No ❑NA Sidewalks on both sides of ■❑ Yes ❑No ❑NA
Shared-use lane ❑ Yes ■❑No ❑NA the street
Shoulder ❑ Yes ■❑No ❑NA Striped crosswalks ■❑ Yes ❑No ❑NA
Acceptable actuated traffic ❑ Yes ❑■No ❑NA Geometric modifications ❑ Yes ■❑No ❑NA
signal bike detection, including to reduce crossing
turn lanes distances such as curb
Do signals allow adequate ❑ Yes ❑■No ❑NA extensions (e.g. bulb-outs)
minimum green time for Acceptable provision for ❑ Yes ❑No ■❑NA
bicyclist to safely cross pedestrian traffic signal
intersection? features (e.g. ped. buttons)
Signage and pavement ❑ Yes ❑■No ❑NA Pedestrian signage for ❑ Yes ❑No ■❑NA
markings specific to proposed crossing &wayfinding
bike facilities Safety islands/medians on ❑ Yes ❑No ■❑NA
Bicycle safe inlet grates ❑ Yes ❑No ■❑NA roadways with two or more
Bicycle parking, eg. bike racks, ❑ Yes ❑■No ❑NA traffic lanes in each direction
bike lockers Enhanced supplemental ❑ Yes ❑No ■❑NA
Transit Facilities: pedestrian treatments at
Transit shelters ❑ Yes ■❑No ❑NA uncontrolled marked
Bus turnouts ❑ Yes ■❑No ❑NA crossings
Standing pads ❑ Yes ■❑No ❑NA Connectivit :
Has CDTA been contacted? ❑ Yes ❑■No ❑NA Are there proposed ■❑ Yes ❑No ❑NA
connections to other bike
Access and Mobility Facilities: paths, pedestrian facilities, or EXisting conne�tion
Adequate sidewalk or paved ■❑ Yes ❑No ❑NA transit facilities?
path Are there proposed ■❑ Yes ❑No ❑NA
Acceptable ❑ Yes ❑No ■❑NA connections to any key EX�st�ng conne�t�on
consideration/provision for destinations listed on page 1?
accessible pedestrian traffic Are there proposed ■❑ Yes ❑No ❑NA
signal features connections to
Curb ramps, including ■❑ Yes ❑No ❑NA ,� Existing connection
neighborhoods.
detectable warning Streetscape Elements:
surface Are streetscape elements ■❑ Yes ❑No ❑NA
Acceptable slope and ■❑ Yes ❑No ❑NA proposed such as
cross-slope for driveway ramps, landscaping, street trees,
sidewalks, crossings) planters, buffer strips, etc?
Have conflicts been reduced ■❑ Yes ❑ No ❑ NA Pedestrian-level lighting ■❑ Yes ❑No ❑NA
among pedestrian, bicyclists,
and motor vehicles (access Public seating or benches ■❑ Yes ❑No ❑NA
management)?
Desi n Standards and Guidelines
Design meets guidelines such as described below for ❑■ Yes ❑No ❑NA Describe
bicycle/pedestrian/bus/transit facilities?
"'American Association of State Highway and Transportation Officials(AASHTO)-A Policy on Geometric Design of Highway and Streets, Guide for
the Development of Bicycle Facilities and AASHTO Guide for the Planning, Design, and Operation of Pedestrian Facilities;Public Riqht-of-Wav
Accessibilitv Guide(PROWAG);Manual on Uniform Traffic Control Devices(MUTCD);Americans with Disabilities ActAccessibilitv Guidelines(ADAAG);
National Association of City Transportation Officials(NACTO)-Urban Bikewav Desiqn Guide. New York State Department of Transportation—
Hi hwa Desi n Manual
City of Saratoga Springs Complete Streets Checklist 2
Sho�t Envi�onmental Assessment Fo�m
Pcz�t I - P�oject Info�mcztion
Instructions for Completin�
Part 1—Piroject Informafion. 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 information.
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 Proj ect:
South Broadway Hotel
Proj ect Location(describe, and attach a location map):
176 Broadway,Saratoga Springs, NY
Brief Description of Proposed Action:
Replace existing 43 motel/spa with an expanded 120 room hotel&underground garage,surface parking lot,sidewalks,streetscape amenities,and site
lighting.
There are 3 parcels which will be combined into one as a lot line adjustment consolidation,as part of the project approvals.
Name of Applicant or Sponsor: Telephone:
Larkin Hospitality E-Mall:
Address:
410 Shelburne Road
City/PO: State: Zip Code:
Burlington VT 05401
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 municipality 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)nauie and permit or approval: p�anning Board-special use&site Plan � �
3. a. Total acreage of the site of the proposed action? �.3�acres
b.Total acreage to be physically disturbed? �.3�acres
c. Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or proj ect sponsor? �.3� 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 m Other(Specify): cemetary
❑Parkland
B°��:y�� I €r�` �
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:
The proposed action will meet the state energy code. ❑ �
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?
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 porkion 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:
B��=.y�� ' ���` �
14. Identify the typical habitat types that occur on,or are likely to be found on the proj ect site. Check all that apply:
❑Shoreline ❑ Forest ❑Agricultural/grasslands � 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 government as threatened or endangered? � �
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 adjacentproperties? � �
b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? � �
If Yes,briefly describe:
Storm water will be directed into underground detention facilities then into the City storm water system.
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: � �
19. Has the site of the proposed action or an adjoining properly been the location of an active or closed solid waste NO YES
management facility?
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
Applicant/sponsor/name: The LA Group Date: 4.30.2019
S1gn3tuTe: Matt Brobston Tltle:Associate Landscape Architect
PRINT FORM ����,,�� �, 4����,
�`pG� S� • Ar��lorrYJ.Scmocco
� .� ,� C�ty of Saratoga Springs �o�S�zQ�R
�, � rd� OFFYCE OF PUBLIC WORKS �oTxY J.CoG�rr
p - � r-� 5 Lake Avenue DEPCJTY COriIMTSS10NER
; � - :� Saratoga 5prings,New York 12866 _
� fl..�` .. �. t
� `��:G'�� Phoz�e 518-587-3550**Fax 5X8-587-241.7 �
/��ORpoRA��o '`�1y r�vww.saratoga-springs.org -
� �
NEW WATER SERV�CE CONNECTION
AGREEMENT &APPLZCATION FORM
� Larkin Hospitality South Broadway Hotel _
Property Owner's Name: Projeet Name{if applicable):
176 Broadway 165.83-2-35, 165.83-2-36& 178.27-1-44
Property Address: Tax Map#:
Size of Tap (check on.e belaw}:
�3/a» �» �reater than 1"
'�un�t af vvater shall be defined as fourteen thousa�nd(14,000} cubic feet
of water per year.
Cantact the Water Dept at ext. 2502 for assistance with water
use estimation and m�ter specifications befora signing beiow.
120 413,280
Number o�Dwellings: Est�mated Cubic Feet of Water per Year:
To be co�npleted in. full without az�y contingencies or protest, on or i�efore the Building Inspector approval of the rongh piumbing,
including the installation of the water rneter,or at�e time of the issuance of a#apping pern�.it.
The undersigned represents to the City that tlxey have full and complete authority to ex�cute th�is document and fmd and commit the
developer to abide by the City Water Ordinance. This agreez�nent sha�l be binding on all of the undersigned nansferees.
The undersigned acknowiedges that a copy of�is document will be delivered to all appropriate and necessary go�ernmental entities. _
k
Larkin Hospitality �
Authorized Signature: Company Name: _
x
Company Addr�ss: �
Phone Number: $02-860-1112 Fax N�.unber: Date:
......................�-----........................ -.....----.....................................................................................................................................................................................................................................................-�-----................................................. _
Department o�Public Warks Approval: Date: 4.30.2019 _
�
Cost Estimate for Letter of Credit PB#2o.x�cx
Project No: 2016144
Project: 176 South Broadway
Location: 176 South Broadway
Saratoga Springs, New York
Date: 2/3/2020
ON-SITE WORK
Item Quantity Unit Unit Cost Subtotal
Site Preparation and Gradinp
Erosion Control (including silt fence &access) 1 LS $3,000.00 $3,000.00
Site Preparation 1 LS $7,000.00 $7,000.00
Hardscape
Cast in Place Concrete 11,695 SF $5.50 $64,322.50
Asphalt Pavement 19,950 SF $3.50 $69,825.00
Cast in Place Concrete Curb 1,290 LF $18.00 $23,220.00
Site Amenities
Traffic signs 21 EA $350.00 $7,350.00
Striping 1 LS $1,500.00 $1,500.00
Trees 6 EA $750.00 $4,500.00
Shrub 106 EA $100.00 $10,600.00
6' Ht. Vinyl Fence 345 LF $25.00 $8,625.00
Parking Lot lights 7 EA $3,500.00 $24,500.00
6" DIP water service 10 LF $50.00 $500.00
Connection to SAN 1 EA $5,500.00 $5,500.00
6" Sanitary line 7 LF $40.00 $280.00
Catch Basins/ Drain Inlets 7 EA $2,200.00 $15,400.00
Storm Manholes 1 EA $2,300.00 $2,300.00
Outlet Control Structure 1 EA $2,500.00 $2,500.00
Underground Infiltration System 1 LS $50,000.00 $50,000.00
12" HDPE Storm Line 350 LF $30.00 $10,500.00
Dumpster Enclosure 1 EA $2,500.00 $2,500.00
Yard Drain 1 EA $1,500.00 $1,500.00
On-Site Total $315,422.50
On-Site Total X.25 $78,855.63
OFF-SITE WORK
Trees 7 EA $750.00 $5,250.00
Cast in Place Concrete-Heavy Duty Concrete 736 SF $13.00 $9,568.00
Cast in Place Concrete 2,408 SF $6.50 $15,652.00
Asphalt pavement 3,762 SF $5.50 $20,691.00
6" DIP water service 44 LF $50.00 $2,200.00
Water tapping sleeve and valve 1 EA $3,500.00 $3,500.00
Catch Basin 1 EA $2,500.00 $2,500.00
12" HDPE Storm Line 21 LF $30.00 $630.00
Decorative Street Light 4 EA $3,000.00 $12,000.00
Cast in Place Concrete Curb 525 LF $30.00 $15,750.00
Bike Rack 1 EA $500.00 $500.00
Traffic signs 5 EA $350.00 $1,750.00
Information Kiosk 1 EA $6,000.00 $6,000.00
As Built Drawings 1 LS $2,500.00 $2,500.00
Off-Site Total $98,491.00
Total Site Work 413 913.50
Letter of Credit Amounts
Total off-site work $98,491.00
Total on-site work x .25 $78,855.63
Total $177,346.63
L.O.C. amount $177,300.00
�FOR OFFICE USE�
�l{,�, , C ITY OF SARATOGA S PRINGS
��`. Sr,., (Application#)
" r � PLANNING BOARD
i �
� /� ' ��� (Date received)
�'J� � City Hall-474 Broadway
�. ';� '� , Saratoga Springs, New York 12866-2296
� ,v .
' - �- Te1:518-587-3550 fax:518-580-9480
a�
����„ �
Pc,�4T�� http://wwwsaratoga-springs.org
Rev.I 2/2015
SITE PLAN REVIEW SUBMITTAL CHECKLIST
Project Name: south Broadway Hotel
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.
IZEQUIItED ITEMS: �3 hard co ies and I di ital co of ALL materials are re uired.
CHECKEACHITEM
� I. Completed Site Plan Application (3 hard copies -�I w/original signature-and I 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 I =50 feet). One digital version of all submittal items (pdfl shall be provided.
� 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:
� I. 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
� 5. Site vicinity map (all features within 300 feet of property)
� 6. Identi�cation of zoning district with corresponding area requirements
City of Saratoga Springs Site Plan Checldist 1
� 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 I 929 datum
� I 0. Name of all adjacent property owners
� I I. Parcel street address (existing and any proposed postal addresses)
Yes tvo N/A I 2. Identi�cation of all existing or proposed easements, covenants or legal rights-of-way on this property
� � ❑
� � � I 3. References to all prior variances or special use permits
� � � 14. Existing and proposed contours and spot grades (at 2 foot intervals)
� �� I 5. Identi�cation of all spoil or borrow areas
❑ ❑ � I 6. Identi�cation of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains,
rock outcroppings, etc.
� � � 17. Location of proposed storage
� ❑ ❑ I 8. Identi�cation of all existing or proposed sidewalks or pedestrian paths (show type, size and condition
of existing sidewalks)
� ❑ ❑ I 9. Location, design speci�cations and construction material for all proposed site improvements (drains,
culverts, retaining walls, berms, fences, etc.)
� � � 20. Location and distance to�re hydrant
� � � 2 I. Location, size, and material of all existing and proposed utility services
� � � 22. Parking lot layout plan and identi�cation of all loading areas (number all spaces)
� � � 23. Parking demand calculations
� � � 24. Identi�cation 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. Identi�cation 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
�xtu res
� � � 30. Erosion and sediment control plan —including designated concrete truck washout area
che�k�ist prepared by:The LA grOup �ate:4.30.2019 _
City of Saratoga Springs Site Plan Checldist 2