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HomeMy WebLinkAbout20190292 Pitney Meadows Community Farm Application **HANDWRITTEN ':[A WRITT Eb ICATI LL NOT BE ACCEPTED** [ran OFFICE USEI ° OG, ,, CIn'oFSARATOGA (Application#) �App�IC&tl� 5 .,-: -- PLANNING BOARD �tx / s sk '- r ,,N: (Date received) - �4, v :.' City Hall--474 Broadway - u�; : Saratoga Springs, New York 12866-2296 4'''-'. iti::' ,,), Tel:518-587-3550 fax:518-580-9480 http://wvvvv.saratoga-springs.org APPLICATION FOR:: (Rev: 12/2015) SITE PLAN REVIEW (INCLUDING PUD) * Application Check List-All submissions must include completed application check list and all required items. Project Name. :The Pitney Meadows Community Farm Property Address/Location: 213-235 West Aye, Saratoga 178.-I-49.1 Pitne PUD Tax Parcel # .. Zoning District: (for example: 165.52-4-3 f Proposed Use: CommunityFarm P Date special use permit granted (if any): Date zoning variance granted (if any): Is property located within (check all that apply)?: istoric District krchitectural Review District 00'of a State Park, city boundary, or county/state highway APPLICANTS)* V1 NER S Ifr of is n ATTORNEY/AGENT Name Pitney MeadowsFarm LLC Mike Ingersoll, The LAGroup P.O. Box 176 40 LongAlley Address Saratoga SpSprings, NY Saratoga SpNY 518.290.0008 Phone sandy a@pitne meadow .org minger olli thelagroup.com Email �. Identify primary contact person: Applicant L pwner liagent An applicant must be the property owner, lessee,or one with an option to lease or purchase the property in question. City of Saratoga Springs--Site Plan Review Application I Application Fee: A check for the total amount below payable to: "Commissioner of Finance" MUST accompany this application. Sketch Plan - $250 111 Final Site Plan Approval Residential - $250 plus $150/unitNA $ Non-Residential- $500 plus $100/1,000 SQ. FT. Modification Residential - $250 Non-Residential- $500 Total $ NA Submission Deadline-Check City's website ( .s roto a4 pri gs•org for application deadlines and meeting dates. Does any City officer,employee or famil member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? YES NO-1• . If YES, a statement disclosing the name, residence,nature and extent of this interest must be filed with t is application. I, the undersigned owner, leasee or purchaser under contract for the property, hereby request Site Plan Review by the Planning Board for the identified property above. I agree to meet all requirements under Section 240-7.2 of the Zoning Ordinance of the City of Saratoga Springs. Furthermore, 1 hereby authorize members of the Planning Board and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Applicant Signature: f Date: If applicant is not current owner,owner must also sign. Owner Signature: Date: City of Saratoga Springs-Site Plan Review Application [FOR OFFICE USE1 0G4 CITY OF SARATOGA SPRINGS _ (Application#) PLANNING BOARD 1i .9Y i (Date received) City Hall-474 Broadway Saratoga Springs, New York 12866-2296 Tel:518-587-3550 fax:518-580-9480 "' Po http://www.saratoga-springs.org Rev.12/2015 SITE PLAN REVIEW SUBMITTAL CHECKLIST Project Name: Pitney Meadows Communtiy Farm Listed below are the minimum submittal requirements for site plan review as set forth in The City of Saratoga Springs' Zoning Ordinance Appendix B. The Planning Board reserves the right to request additional information, as necessary, to support an application. The Board also reserves the right to reject the application if these minimum requirements are not met. Please complete the checklist below and provide with your submission. REQUIRED ITEMS: *3 hard copies and I digital copy of ALL materials are required. CHECK EACH ITEM ** HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** I. Completed Site Plan Application (3 hard copies -*I w/original signature-and I digital) and Fee NA 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 (pdf) 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: . 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. Identification of zoning district with corresponding area requirements City of Saratoga Springs Site Plan Checklist 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 r owner(if different) 9. Topography data tied to NGVD 1929 datum 10. Name of all adjacent property owners I I. Parcel street address (existing and any proposed postal addresses) Yes No N/A 12. Identification of all existing or proposed easements, covenants or legal rights-of-way on this property D i 13. References to all prior variances or special use permits 14. Existing and proposed contours and spot grades (at 2 foot intervals) 1 0 15. Identification of all spoil or borrow areas ❑ 1 6. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains, rock outcroppings, etc. 17. Location of proposed storage 1 D 1-1 18. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and condition of existing sidewalks) / 19. Location, design specifications and construction material for all proposed site improvements (drains, r culverts, retaining walls, berms, fences, etc.) 20. Location and distance to fire hydrant • n21. Location, size, and material of all existing and proposed utility services iD 22. Parking lot layout plan and identification of all loading areas (number all spaces) ZEl 23. Parking demand calculations Z0 El 24. Identification of parking spaces and access points for physically impaired persons ni 25. Location and screening plan for dumpster or recycling bins 26. Location, design,type of construction and materials, proposed use and exterior dimensions of all buildings (existing and proposed) on site 27. Identification of storage of any potentially hazardous materials ▪ ❑ ❑ 28. Planting plan identifying quantity, species and size of all proposed new plant materials. Label existing plant material to be retained or removed. i n 29. Lighting plan showing type, location and intensity of all existing and proposed exterior lighting fixtures • n30. Erosion and sediment control plan—including designated concrete truck washout area Checklist prepared by:Andrew Longacker Date:4/20/2017 City of Saratoga Springs Site Plan Checklist 2 City of Saratoga Springs Complete Streets Checklist Saratoga Springs Complete Street Policy Vision (May 2012) The City of Saratoga Springs Complete Streets Policy will encourage the development of a complete streets network throughout the City to create a more balanced transportation system. The Policy shall be consistent with and assist in achieving the goals and recommendations set forth in the City's Comprehensive Plan and other policy documents. The Policy shall ensure new and updated public and private projects are planned, designed, maintained and operated to enable safer, comfortable and convenient travel to the greatest extent possible for users of all abilities including pedestrians, bicyclists, motorists and transit riders. This checklist is intended to assist the City in achieving its vision for complete streets. Pitney Meadows Communtiy Farm 4/20/2017 Project Name: Date.: 213-235 West Ave, Saratoga Springs Project Location / Limits.. Project Description: Community Farm 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 111 Minor arterial Ill Mixed use collector 111 Mixed use local 111 Residential collector 111 Residential local 111 Special use street 111 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 LI LI L:I SIUtWALK UN FAK SIDE OF Wt51 AVE HtAUINV NORTH.ACCESS ACCROSS THE STREET TO RAILROAD examples) RUN TRAIL Existing Transit Operations Do transit facilities exist within the study area, including bus and EZILI LI train stops/stations? Is the project area on a transit route? (CDTA Service Routes) LI LI El Are there bicycle racks, shelters, or parking for transit riders LI LI LI available? Existing Access and Mobility Do connective opportunities exist with schools, hospitals, senior LI LI LI care or community centers or persons with disabilities within project area? Are there gaps inhibiting continuous access between schools, LI LI LI hospitals, senior care, or community centers or persons with disabilities within project area?" Project Area Context Are there prominent landmarks, recreation, shopping, employment LI LI LI center, cultural centers or other key destinations that offer 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: City of Saratoga Springs Comprehensive Plan, City of Saratoga Springs Open Space Plan, Capital District Transportation Committee Bicycle/ Pedestrian Priority Network, City Standard Details, etc. 2016 Comprehensive Plan & 2002 Open Space Resources Plan: Listed as a Key Agricultural Resource 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? E m Bike Racks Pedestrian accommodations? El El E Access and Mobility accommodations? El El EI Accessible picnic tables and garden plots Transit accommodations? ❑ LI E Truck/freight accommodations? LI E E Streetscape elements? ❑ I I ❑ Street trees already existi along frontage Bike Facilities: Off-roadway bike E Yes MNo ENA accommodations Pedestrian Facilities: Dedicated bike lane YesENo NA Sidewalks on both sides of ❑Yes ENo LINA Shared-use lane =Yes IINo NA the street Striped crosswalks I=1 Yes ENo D NA Shoulder ❑Yes ENo LINA Geometric modifications El Yes No ENA Acceptable actuated traffic LI Yes❑No CNA to reduce crossing signal bike detection, including turn lanes distances such as curb signals allow adequate YesLINo❑✓ NA extensions (e.g. bulb-outs) Do q ❑ Acceptable provision for ❑Yes No EINA minimum green time for pedestrian traffic signal bicyclist to safely cross features (e.g. ped. buttons) intersection? Pedestrian signage for or ❑Yes LINo ❑NA Signage and pavementEYesEINo IDNA crossing &wayfinding markings specific to proposed bike facilities Safety islands/medians on ❑Yes LINo ENA Bicycle safe inlet grates ElYes❑NoflNAroadways with two or more y traffic lanes in each direction Bicycle parking, eg. bike racks, ElYes ElNo ENA Enhanced supplemental 10Yes No MNA bike lockers Transit Facilities: pedestrian treatments at uncontrolled marked Transit shelters 0 YesLINoENA crossings Bus turnouts El Yes LINo EINA g Connectivity: Standing pads El Yes LINo EINA Are therero osed El Yes EINo ENA Has CDTA been contacted? LI Yes LINo LINA p p connections to other bike Access and Mobility Facilities: paths, pedestrian facilities, or Adequate sidewalk or paved E Yes No EINA transit facilities? path Are there proposed ❑Yes ENo IZINA Acceptable E Yes No ONA connections to any key consideration/provision for destinations listed on page 1? accessible pedestrian traffic Are there proposed E Yes No ENA signal features connections to Curb ramps, including LI Yes No ONA neighborhoods? detectable warning Streetscape Elements: surface Are streetscape elements ❑✓ Yes No ❑NA Acceptable slope and IZIYes ENo LINA proposed such as cross-slope for driveway ramps, landscaping, street trees, sidewalks, crossings) planters, buffer strips, etc? Have conflicts been reduced IZIYes Ei No E NA Pedestrian-level lighting ❑✓ Yes No ENA among pedestrian, bicyclists, g g and motor vehicles (access Public seating or benches ❑ Yes No EINA management)? Design Standards and Guidelines Design meets guidelines such as described below for E Yes LINo ❑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 Right-of-Way Accessibility Guide(PROWAG); Manual on Uniform Traffic Control Devices(MUTCD);Americans with Disabilities Act Accessibility Guidelines(ADAAG); National Association of City Transportation Officials(NACTO)-Urban Bikeway Design Guide. New York State Department of Transportation— Highway Design Manual City of Saratoga Springs Complete Streets Checklist 2 SITE PLAN APPLICATION NARRATIVE: As a first step towards the implantation of the goals set forth in the approved Pitney Meadows Community Farm P.U.D., Pitney Meadows Community Farm, Inc. is proposing a design that includes the installation of individual community garden plots, stone dust parking and pathways, installation of water and sewer service infrastructure,the construction of a greenhouse, and a temporary high tunnel greenhouse structure. The community garden portion of project consists of garden plots available to city residences on an annual rental basis.These garden plots will be constructed and phased into the proposed design as demand from residence increases and the funds become available for construction.The current design proposes 95± community gardens for the initial phase with a future buildout goal of 200± plots. In order to accommodate usage of the community gardens we have provided for 1 parking space for every 10 garden plots (this ratio is based upon research of similar size gardens and upon discussion with other community gardens in the region). The current plan proposes expansion of the crushed stone drive for the addition of 29 parking spaces; this will accommodate the needs of the community gardens at full buildout as well as provided parking for farm staff and volunteers. The plan also incorporates the inclusion of two additional structures to the site, a greenhouse for the raising of plant material ("the children's greenhouse") and for educational purposes and one temporary structure high tunnel for use during events and the growing of crops.The site plan also provides for a future restroom facility to be constructed in an existing repurposed outbuilding for use by those who visit the community farm. Additionally the site plan also illustrates the essential infrastructure for water and sewer for this initial phase and also anticipates for the expansion of these utilities in the future as further amenities are approved. 1 . ,t,, c.5k, City of Saratoga Springs ANTHONY L SO:ROCCO cc haEssIONER -� ' ' OFFICE OF PUBLIC WORKS o�r J. JL.+. V `'� , if, 5 Lake Avenue DEPUTY CONNISSIONER "� New York 12866 Col Y 'fir "l+" 4 Phone 518 87-3550**Fax 518-587-2417 , ,W) . www.saratoga-springs.org f NEW WATER SERVICE CONNECTION AGREEMENT&APPLICATION FORM The Pitney Meadows Pitney Meadows Farm LLC Community Farm Property Owner's Name: Project Name(if applicable): 213-235 West Aver Saratoga Springs 178.-1-49.1 Property Address: Tax Map#: - Size of Tap (cheek one below): • y4" neater than 111i" are water shall be defined as fourteen thousand(14,000) cubic feet of water per year. Contact the Water Dept at ext. 2502 for assistance with water use estimation and meter specifications before signing below. Year: 30,000 Number of Dwellings: Estimated Cubic Feet of Water per To be completed in full without any contingencies or protest, on or before the Building Inspector approval of the rough plumbing, including the installation of the water meter,or at the time of the issuance of a tapping permit. The undersigned represents to the City that they have full and complete authority to execute this document and fmd and commit the developer to abide by the City Water Ordinance, This agreement shall be binding on all of the undersigned transferees. The undersigned acknowledges that a copy of this .. camera wily&e delivered to all appropriate and necessary governmental entities. t --- Pitney Meadows Farm LLC I Authorized Signator-• Company Name: Company Address. - Phone Number: 518.290.0008 Fax lumber: Date: 04/19/2017 •.+..r..........rr rr r.._..t.li.rir.a.....i,....11. •... ••ir..i.l.l•f.ier r.rrr....r...4{4e..IJf . ...r..r.�....� a.r.i rr rr•r..r...a.....r..•••..4w.#r.r.l\+{...r+..••r••.....r... ..r+.r.r•.11411.rvr.r.•a.f..1........e...i.la15Y2.i.r1 ` Department of Public Works Approval: —._.__._�_._ �r, _.. Date: Cost Estimate for Letter of Credit PB# 17.xxx Project No: 2016CS02 Project: Pitney Meadows Community Farm Location: 213-235 West Ave. Saratoga Springs, New York Date: 4/19/2017 ON-SITE WORK Item Quantity Unit Unit Cost Subtotal Site Preparation and Grading Erosion Control (including silt fence &access) 1 LS $1,500.00 $1,500.00 Rough Grading 1 LS $2,000.00 $2,000.00 Hardscape Asphalt Pavement 522 SF $3.00 $1,566.00 Stone Dust Paths 10,974 SF $1.00 $10,974.00 Gravel Pavement 6,342 SF $1.75 $11,098.50 Site Amenities Bike Rack 1 EA $500.00 $500.00 Wood Fence 790 LF $6.50 $5,135.00 3' Fence Gate 3 EA $200.00 $600.00 8' Double-Gate 3 EA $400.00 $1,200.00 10' Double-Gate 3 EA $450.00 $1,350.00 Site Utilities 8" DIP Water Line 377 LF $28.00 $10,556.00 1" Copper Water Service 48 LF $7.00 $336.00 3/4" Copper Water Service 184 LF $6.50 $1,196.00 Water Fittings 1 LS $1,500.00 $1,500.00 Fire Hydrant and Valve Assembly 1 EA $3,500.00 $3,500.00 4" PVC Sanitairy Service 245 LF $14.00 $3,430.00 6" PVC Sanitairy Service 655 LF $18.00 $11,790.00 Sanitary Manhole 3 EA $2,300.00 $6,900.00 Landscaping Trees 8 EA $150.00 $1,200.00 Shrubs 52 EA $50.00 $2,600.00 On-Site Total $78,931.50 On-Site Total X.25 $19,732.88 OFF-SITE WORK All off site sanitary work previously completed. Total Site Work $78,931.50 Letter of Credit Amounts Total off-site work Not Applicable Total on-site work x .25 $19,732.88 Total $19,732.88 L.O.C. amount $20,000.00 k4CLI The LA GROUP Landscape Architecture&Engineering P.C. P eiy,ire.P a tipose.Nat, 40 Long Alley Saratoga Springs NY 12866 p. 518-587-8100 i 518-587-0180 vvwthelagroupcoin EngineeringReport Water and Sanitary Sewer For Pitney Meadows Community Farm 213 - 235 West Avenue SARATOGA SPRINGS, NEW YORK Prepared For Pitney Meadows Community Farm 213-235 West Avenue Saratoga Springs, NY 12866 Prepared By The LA Group, P. C. 40 Long Alley New Saratoga Springs,,,,;,:: York 12866 fER, ,, .. N - , . .. . . , . . -4.. .. _ ..•:,..r: •).• . :3011 i'' •,'.• -.... ''. •:.-.::-,:". '',/,',',),4 A.\:.:-.,,,,\,,,,,,„„f .,„ 'N.-- ilft:z:-.17',.. • -,',,,V...,- , April 20, 2017 Engineering Report Pitney Meadows Community Farm Saratoga Springs, New York 2016CS I. Project Description The Pitney Meadow Farm is located on the west side of West Avenue in the City of Saratoga Springs. The overall farm area is approximately 166 acres in land area. The project will be constructed in phases, with the focus of the early phases in the northeasterly portion of the farm, or the triangular portion (approximately 11.69 acres in area) bounded by West Avenue to the east, the former railway corridor to the south and west and the St. Peter's Cemetery to the north. The intent of the development is to provide an area for creation of a set of complementary agri- related uses that will foster a high degree of community interaction with agriculture in terms of understanding and practice. The intent of this report is to convey the basis for design for the first phase of this project, which will include renovation of the existing 3 bedroom house, construction of a greenhouse and high tunnel, community garden area, and improvements to existing barns. II. Existing Water and Sanitary Sewer Utilities As a part of the work on the 246 West Avenue Project(Saratoga PB#16.028), an extension of the water main will be constructed on the west side of West Avenue. The extension will be completed prior to the proposed utility connections for this project. The extension will connect to a previously stubbed 12-inch DIP and will run south where it will terminate at a hydrant on the south side of the former railway corridor. Sanitary service for the existing residential home on the property has been abandoned. According to the previous owner, the leachfield collapsed and since then the home has been vacant. A 16-inch municipal sanitary sewer line that is owned by the Saratoga County Sewer District No. 1 (SCSD) is located within a utility easement along the southern edge of the farm. The sewer main runs west to east across West Avenue and through the YMCA's property in a utility easement. Ultimately the wastewater flows are directed for conveyance and treatment at the SCSD wastewater treatment plant in Mechanicville. III. Projected Water and Wastewater Flows Wastewater flows for this phase of the project were estimated based on approved uses of the parcel. 1 Engineering Report Pitney Meadows Community Farm Saratoga Springs, New York 2016CS The tables below provide information on the anticipated wastewater flow rates for the project: Residential Description Use Rate Total Use 3-bedroom(single family residence) 110 gpd/bedroom2 330 gpd Total 330 gpd Food Service Description Use Rate Total Use Café(68 seats) 35 gpd/seat2 2,380 gpd Total 2,380 gpd Other Uses Description Use Rate Total Use 20 Staff 15 gpd/employee2 300 gpd 180 Students 10 gpd/employee2 1,800 gpd Total 2,100 gpd Grand Total 4,810 gpd The average daily flow for wastewater is estimated to be 6.7 gallons per minute (gpm)based on a 12 hour day (4,810 gpd/ 720 minutes). Estimated peak hourly flow is 28.5 gpm (4.3 x average).3 The average daily demand for water is estimated to be approximately equal to the wastewater flow, with the addition of irrigation for the high tunnel and greenhouse. The use rate for these areas was conservatively estimated using the entire surface area of the structures and the widely recognized garden irrigation rule of 1 inch of water per week. The table below provides the information regarding this estimated flow. 2 Engineering Report Pitney Meadows Community Farm Saratoga Springs, New York 2016CS Irrigation Description Use Rate Total Use High Tunnel(6,250 sf) 1 inch/week 557 gpd Greenhouse(2,200 sf) 1 inch/week 196 gpd Total 753 gpd Residential,Food Services, 4,810 gpd Other Uses(Above) Grand Total 5,563 gpd For the purposes of input into the City of Saratoga Springs water model, we offer the following estimated water demands for the project: • Average Day Demand is 7.7 gallons per minute (GPM) over the 24 hour period. • Max Day Demand is 15.4 gallons per minute (GPM) based on twice the average. • Peak Hourly Flow is 32.8 gallons per minute (GPM) based on 4.3 times the average. IV. Proposed Wastewater Utilities Proposed Water Utilities Water service for the project is proposed to be provided from the previously mentioned 12-inch water main, located on the west side of West Avenue. A 1-inch connection is proposed to service the existing house (to be renovated as a part of the work); and an 8-inch connection is proposed to service the remainder of the site. The municipal water connection will service the greenhouse, high tunnel, community garden areas, and the existing barns. Irrigation for the community gardens is planned to be served by a well. A water lateral is planned to extend to the community gardens for use by the staff for hand washing. The proposed 8-inch lateral will run west from the water main where it will terminate at a fire hydrant near the north east corner of the high tunnel. There are four proposed laterals that will connect to the main lateral to serve the greenhouse, high tunnel, community gardens, and existing barns. These proposed laterals will be individually metered and will be installed in phases as site development proceeds. 3 Engineering Report Pitney Meadows Community Farm Saratoga Springs, New York 2016CS Connections and appurtenances, including mechanical joints, tees, isolation valves, thrust blocks, trenching, bedding, service connections, as well as testing and disinfection will all be specified in accordance with City of Saratoga Springs standards. Proposed Sanitary Utilities Sewer service for the project is proposed to be provided from the Saratoga County Sewer District No. 1 sewer main located to the south of the project site. The existing SCSD manhole located on the west side of West Avenue is proposed to be cored to accept a new 6-inch SDR-26 sewer lateral. The proposed 6-inch lateral will run north within the right-of-way to a proposed sanitary manhole (SMH-1). At SMH-1 the sewer will change direction and head north west into the Pitney Farm property. Two additional manholes are proposed on-site at changes in direction, and to allow for surrounding buildings to connect. A sewer stub is proposed at the last manhole (SMH-3) that will allow for future connection or extension. The sewer lateral is proposed to be private as the Pitney Meadow Farm land can never be subdivided. The primary sewer lateral pipe will be 6-inches in diameter and will be installed at a minimum 1.0% slope to provide adequate cleansing velocity in the pipe. Notes 1. From Table 1,Appendix 75-A Wastewater Treatment Standards-Residential Onsite Systems (110 gallons per day per bedroom) 2. From Table B-3,New York State Design Standards for Intermediate Sized Wastewater Treatment Systems 3. From Figure 1, GLUMRB Recommended Standards for Wastewater Facilities Q = (18 +P%2)±(4 +P%2)where P=population in thousand 4 Table of Contents 1.0 PERMIT OVERVIEW AND REQUIREMENTS.....................................................................1 1.1 PERMIT OVERVIEW...................................................................................................................... 1 2.0 SWPPP REVIEW, UPDATE.......................................................................................................1 2.1 S WPPP REVIEW.......................................................................................................................... 1 2.2 S WPPP UPDATE.......................................................................................................................... 1 3.0 SITE ASSESSMENT, EVALUATION AND PLANNING....................................................... 2 3.1 PROJECT LOCATION..................................................................................................................... 2 3.2 PRE -DEVELOPMENT CONDITIONS................................................................................................ 2 3.3 PROJECT SCOPE............................................................................................................................ 2 3.4 RECEIVING WATERS.................................................................................................................... 2 3.5 HISTORIC PRESERVATION DETERMINATION/ENVIRONMENTAL IMPACT ....................................... 2 3.6 SOILS........................................................................................................................................... 2 4.0 EROSION AND SEDIMENT CONTROL................................................................................. 3 4.1 EROSION AND SEDIMENT CONTROL PRACTICES........................................................................... 3 4.2 EROSION AND SEDIMENT CONTROL DRAWINGS........................................................................... 3 4.3 CONSTRUCTION SEQUENCE OF OPERATIONS................................................................................ 3 4.4 EROSION AND SEDIMENT CONTROL PRACTICE MAINTENANCE.................................................... 4 4.5 EROSION AND SEDIMENT CONTROL INSPECTION.......................................................................... S 4.6 CONTRACTOR SEQUENCE FORM.................................................................................................. E) 5.0 POST CONSTRUCTION STORMWATER MANAGEMENT PRACTICES ...................... 6 5.1 STORMWATER MANAGEMENT CONTROLS................................................................................... E) 5.2 POST CONSTRUCTION STORMWATER MANAGEMENT DRAWINGS ................................................ 6 5.3 HYDRAULIC AND HYDROLOGIC ANALYSIS.................................................................................. E) 5.4 COMPARISON OF PRE AND POST CONSTRUCTION STORMWATER RUNOFF .................................... 6 5.5 WATER QUALITY VOLUME.......................................................................................................... % 5.6 RUNOFF REDUCTION VOLUME..................................................................................................... 8 S.% CHANNEL PROTECTION VOLUME (CPV) ...................................................................................... S 6.0 POST CONSTRUCTION STORMWATER MAINTENANCE .............................................. 9 E),I MECHANISM OF OPERATION AND MAINTENANCE........................................................................ 9 6.2 MAINTENANCE TO BE PERFORMED.............................................................................................. 9 7.0 CONSTRUCTION WASTE......................................................................................................10 8.0 TEMPORARY STABILIZATION FOR FROZEN CONDITIONS.....................................10 9.0 SPILL PREVENTION PRACTICES.......................................................................................11 10.0 CERTIFICATIONS....................................................................................................................15 11.0 DEFINITIONS............................................................................................................................ 20 Appendices A Notice of Intent (NOI) B HydroCAD Calculations and Storm Data C Soil Survey and Map Set — Location Map, Site Preparation and Demolition, Grading and Utility Plan 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 -0-15-002 G Deep Ripping and De -compaction (DEC, 2008) Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 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 SWPPP, ✓ All inspection reports. 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 Grading and Utility Plan included in Appendix C. 2.0 SWPPP REVIEW, UPDATE 2.1 SWPPP Review City of Saratoga Springs requires preparation of a SWPPP for non-residential activities disturbing 0.1 acres or more. The project includes the construction of agricultural improvements which will disturb greater than one acre of land, but less than five acres and therefore will require preparation of a SWPPP that only includes erosion and sediment control and obtaining coverage under the NYSDEC general permit for Stormwater Discharges Associated with Construction Activity (GP -0-15- 002). The project proposes to disturb approximately 2.2 acres. 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 or owner that will implement any part of the SWPPP. tLJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 1 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 If modifications are required to the post-stormwater management practices the City of Saratoga Springs must be notified in writing of any planned amendments or modifications to the post -construction stormwater management practice component of the SWPPP. 3.0 SITE ASSESSMENT, EVALUATION AND PLANNING 3.1 Project Location The project is located at existing Pitney Farm on West Avenue in the City of Saratoga Springs, Saratoga County, NY 12866. See Appendix C for a general site location map. 3.2 Pre -Development Conditions The project site location is located at the Pitney Farm on West Avenue across from the Adirondack Inn. The site is currently an agricultural facility. Stormwater runoff from the site sheet flows to the south of the existing buildings where it infiltrates into the underlying soils. 3.3 Project Scope The project includes the construction of two greenhouses, community garden plots, parking areas, water and sewer connections and stormwater infrastructure. The Project will disturb approximately +/-2.2 acres. 3.4 Receiving Waters The site does not produce any offsite discharge. 3.5 Historic Preservation Determination/Endangered Species The project area is located within an existing agricultural facility and has been previously disturbed. The proposed improvements will occur wthin exisiting disturbed limits and therefore will not disturb areas possible containing archeological or historic resources. The Project will have no impact on any listed, proposed to be listed, threatened or endangered species, or a critical habitat as the project area has been historically farmed and disturbed. 3.6 Soils The USDA/NRCS soil survey map for this site shows Deerfield loamy fine sand and Windsor loamy sand series mapped in the project vicinity. These soils are L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 2 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 classified in the hydrologic soil group `A'. Soil information and test boring results can be found in Appendix C. 4.0 EROSION AND SEDIMENT CONTROL 4.1 Erosion and Sediment Control Practices Temporary Structural Practices ✓ Silt Fence ✓ Inlet Protection ✓ Dust Control ✓ Construction Entrance Permanent Structural Controls ✓ Asphalt pave ment/concrete walks Temporary Stabilization Practices (including vegetative practices) ✓ Seed and mulch bare soil areas within 14 days of disturbance unless construction will resume in that area within 21 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 ahomogenous 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 the Construction Drawings included in Appendix C. 4.3 Construction Sequence of Operations ✓ 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 Inspector. LA The LA G L.&4%d-�f-dpe Ai i hN1eel pyre 0 EIngerte mg P Page 3 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 Construction Activities Start 4 Stop 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 practices and timing of installation. Install silt fence, construction fence prior to any site disturbance. Maintain erosion control measures for duration Week 1 of site disturbances. Excavate and install underground utilities. Weeks 1-3 Building & garden construction Week 3 - completion Fine grade and landscape After completion of building Remove erosion and sediment control measures upon At completion stabilization of contributing areas. 80% Germination 4.4 Erosion and Sediment Control Practice Maintenance Temporary erosion and sediment control practices will need to be maintained frequently during construction. It is the responsibility of the operator to inspect, and maintain the temporary controls so that they are working efficiently. The operator needs to pay close attention to SWPPP Inspection Reports that will advise of needed maintenance. Captured sediment will have to be removed periodically from each practice in order for the control to function properly. Temporary erosion and sediment control practice maintenance needs are listed below: ✓ Silt fence — maintenance shall be performed as needed and material removed when "bulges" develop in the silt fence. ✓ Storm drain inlet protection — inspect after each storm event. Remove sediment when 50 percent of the storage volume is achieved. ✓ 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. L -MJ The LA G L.&4%d-�f-dpe Ai i hN1eel pyre 0 EIngerte mg P Page 4 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 4.5 Erosion and Sediment Control Inspection ■ 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 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 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 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. LA The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 5 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 project is proposing the use of an infiltration basin and vegetated filter strip to capture and infiltrate site runoff. Stormwater runoff from the roofs and parking areas will be treated and infiltrated though the underlying soils, no offsite discharge will occur. 5.2 Post Construction Stormwater Management Drawings Post construction stormwater management controls are shown on the Construction Drawings included in Appendix B. 5.3 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 11 design storms for 1, 10, and 100 -year frequency rainfall were analyzed (Appendix A). ✓ Hydrologic/hydraulic analysis for all structural components of the stormwater control system for the applicable design storms. ✓ Comparison of post -development stormwater runoff conditions with pre - development conditions. ✓ Dimensions, material specifications and installation details for each post - construction stormwater control practice. 5.4 Comparison of Pre and Post Construction Stormwater Runoff Stormwater Quantity. These calculations are based on the HydroCAD analysis. LOM The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 6 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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. Under pre -development conditions the site drains to the south of the existing buildings where runoff is infiltrated at low lying areas. Post -development stormwater runoff will be captured by the infiltration basin and filter strip. Pre -Development Post -Development 10 year, 24 hour storm (Qp) 0.00 CFS 0.00 CFS 100 year, 24 hour storm Q 0.00 CFS 0.00 CFS 5.5 Water Quality Volume The following formula was utilized to determine water quality volume: WQv=P( ) (RvYA) 12 Where: WQv= Water Quality Volume (acre/feet) P = 90% Rainfall Event Rv = 0.05 + 0.009(1) where I is impervious cover in percent A = Subcatchment area in acres Water quality volume at the site will be provided by an infiltration basin and filter strip. The infiltration basin meets the requirements of the New York State Stormwater Design Manual. Table 5-1 Water Quality Volume (WQv) Summar SMPProvided Type (ac -ft) SMP1 Infiltration Basin 0.048 SMP2 Filter Strip 0.008 Total 0.056 Stormwater runoff from the proposed greenhouse roof, gravel parking areas and existing and proposed paths will be directed to the infiltration basin (SMP -1) and filter strip (SMP -2) located to the southwest of the site. The required WQv for the project site is 0.041 ac -ft which is less than the WQv provided (0.056 ac -ft). 5.6 Runoff Reduction Volume L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 7 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 The total Runoff Reduction for this project is 0.046 ac -ft provided by the infiltration basin and filter strip. This is greater than the required Runoff Reduction which is 0.012 ac -ft. 5.7 Channel Protection Volume (CPv) Channel protection volume is provided by the capture and infiltration of the WQV at the infiltration basin (SMP -1) and filter strip (SMP -2). 6.0 POST CONSTRUCTION STORMWATER MAINTENANCE 6.1 Mechanism of Operation and Maintenance Pitney Meadows Community Farm will be responsible for the long term operation and maintenance of the stormwater management practices for the life of the site. 6.2 Maintenance to be Performed Post -construction maintenance for this project will consist of regular inspections of permanent stormwater management facilities. 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 C) to record that it was done. The operator shall retain a qualified professional to: 1) summarize the inspections conducted, maintenance activities performed and repairs made throughout the year, and 2) certify to the City that the specific stormwater management facilities installed at the site are being properly maintained, are in good operation condition and functioning as intended. Infiltration Basins ■ The systems should be inspected quarterly for the first year and if there are no problems, the system can be inspected semi-annually after the first year. ■ Periodically mow infiltration pond embankments and remove woody vegetation. Stabilize eroded banks and repair undercut and eroded areas at inflow location, as needed. ■ If infiltration system does not drain within 72 -hours following a rainfall event, then a qualified professional should assess the condition of the system to determine measures required to restore infiltration function, including but not limited to removal of accumulated sediments or reconstruction of the system. ■ Every year disc aerate bottom of ponds. LA The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 8 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 ■ Every 5 -years scrape bottom of ponds to remove sediment and restore to original cross-section and infiltration rate. Seed or sod to restore ground cover. Riparian Buffer or Filter Strip Channelization and erosion need to be identified and repaired promptly and bare areas seeded. If used, the level spreader should be checked and repaired as needed. Any accumulated sediment deposited into these areas needs to be removed by hand or very carefully with small equipment. Any ground disturbance should be minimized. Filter strips should be maintained as dense turf/riparian buffer. Area should be re -seeded as necessary. 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 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 1St or earlier will receive a temporary seeding. The temporary seeding will consist of LA The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 9 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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. ■ 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. 9.0 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. L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 10 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 ■ 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. ■ 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: LOM The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 12 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 ■ 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: ■ 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 Lcu)= The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 13 Stormwater Pollution Prevention Plan 10.0 CERTIFICATIONS Pitney Meadows Community Farm The LA Group Project Number-2016CS02 Preparer Certification of Compliance with Federal, State, and Local Regulations This Stormwater Pollution Prevention Plan was prepared in accordance with the City of Saratoga Springs regulations. Name: Douglas Heller Title: Professional Engineer Signature: Company Name: The LA Group, PC Owner Pollution Prevention Plan Certification Date: 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 SWPPP requires site inspections be conducted by a qualified professional once every seven (7) days. These inspections shall be performed by a qualified professional as defined in the SWPPP. The Owner/Operator will be held financially responsible for any and all fines related to work tasks that are not specified by the Contractors)/Subcontractor(s) below. Name: Sandy Arnold Title: Signature: Date: Company Name: Pitney Meadows Community Farm Lcu)= The LA G L.&4%d-�f-dpe Ai i hN1eel pyre 0 EIngerte mg P Page 14 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 Lc�) The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 15 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 Lc�) The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 15 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 Lc)w The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 16 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 Lc)w The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 16 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 Lc�) The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 17 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 Lc�) The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 17 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 Lc�) The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 18 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 Lc�) The LA G L.&4%dsi:.dpe A i i h N1 eel we 0 E ngLn eermg V Page 18 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 11.0 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. L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 19 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 - 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. 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.) LOM The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 20 Stormwater Pollution Prevention Plan Pitney Meadows Community Farm The LA Group Project Number-2016CS02 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 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 a contracting (construction) company responsible for the day to day implementation of the SWPPP. 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. It can also mean an employee from the contracting (construction) company that meets the qualified inspector qualifications (e.g. 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. Lcu)= The LA G L.&4%d-�f-dpe Ai i hN1eel pyre 0 EIngerte mg P Page 21 Appendix A Notice of Intent (NOI) NYSDEC eBusiness Portal System - View Submission Details Owner/Operator Information Owner/Operator Name (Company/Private Owner/Municipality/Agency/Institution, etc.) Pitney Meadows Community Farm Owner/Operator Contact Person Last Name (NOT CONSULTANT) Arnold Owner/Operator Contact Person First Name Sandy Owner/Operator Mailing Address 213-235 West Avenue City Saratoga Springs State NY Zip 12866 Phone 518 955 6922 Email NONE PROVIDED Federal Tax ID NONE PROVIDED Project Location Project/Site Name Pitney Meadows Community Farm Street Address (Not P.O. Box) 213-235 West Avenue Side of Street North City/Town/Village (THAT ISSUES BUILDING PERMIT) Saratoga Springs State NY Zip 12866 County SARATOGA Page 2 of 13 https:Hnform-prod.dec.ny.gov/SubmissionVersion/db018a4d-41b7-9115-e053-6868b386c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission DEC Region 5 Name of Nearest Cross Street Congress Avenue Distance to Nearest Cross Street (Feet) 250 Project In Relation to Cross Street South Tax Map Numbers Section -Block -Parcel NONE PROVIDED Tax Map Numbers 178.-1-49.1 1. Coordinates Page 3 of 13 Provide the Geographic Coordinates for the project site. The two methods are: - Navigate to the project location on the map (below) and click to place a marker and obtain the XY coordinates. - The "Find Me" button will provide the lat/long for the person filling out this form. Then pan the map to the correct location and click the map to place a marker and obtain the XY coordinates. Navigate to your location and click on the map to get the X,Y coordinates 43.069320574119665,-73.80284442959237 Project Details 2. What is the nature of this project? New Construction 3. Select the predominant land use for both pre and post development conditions. Pre -Development Existing Landuse Cultivated Land Post -Development Future Land Use Other Other Agricultural Facility 3a. If Single Family Subdivision was selected in question 3, enter the number of subdivision lots. NONE PROVIDED 4. In accordance with the larger common plan of development or sale, enter the total project site acreage, the acreage to be disturbed and the future impervious area (acreage)within the disturbed area. *** ROUND TO THE NEAREST TENTH OF AN ACRE. * https://nform-prod.dec.ny.gov/SubmissionVersion/db0 l 8a4d-4 lb7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission 9b. If "wetland" was selected in 9A, how was the wetland identified? NONE PROVIDED 10. Has the surface waterbody(ies in question 9 been identified as a 303(d) segment in Appendix E of GP -0-15-002? No 11. Is this project located in one of the Watersheds identified in Appendix C of GP -0-15-002? No 12. Is the project located in one of the watershed areas associated with AA and AA -S classified waters? No If No, skip question 13. Page 5 of 13 13. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed? NONE PROVIDED 14. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent area? No 15. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, culverts, etc)? No 16. What is the name of the municipality/entity that owns the separate storm sewer system? NONE PROVIDED 17. Does any runoff from the site enter a sewer classified as a Combined Sewer? No 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? No 19. Is this property owned by a state authority, state agency, federal government or local government? No 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup Agreement, etc.) No Required SWPPP Components 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS Standards and Specifications for Erosion and Sediment Control (aka Blue Book)? Yes 22. Does this construction activity require the development of a SWPPP that includes the post -construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and Quantity Control practices/techniques)? No https:Hnform-prod.dec.ny.gov/SubmissionVersion/db018a4d-41b7-9115-e053-6868b386c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission Page 6 of 13 If you answered No in question 22, skip question 23 and the Post -construction Criteria and Post -construction SMP Identification sections. 23. Has the post -construction stormwater management practice component of the SWPPP been developed in conformance with the current NYS Stormwater Management Design Manual? 24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by: Professional Engineer (P.E.) SWPPP Preparer The LA Group Contact Name (Last, Space, First) Heller, Douglas Mailing Address 40 Long Alley City Saratoga Springs NY Zip 12866 Phone 5185878100 dheller@thelagroup.com Download SWPPP Preparer Certification Form Please take the following steps to prepare and upload your preparer certification form: 1) Click on the link below to download a blank certification form 2) The certified SWPPP preparer should sign this form 3) Scan the signed form 4) Upload the scanned doc Download SWPPP Preparer Certification Form Please upload the SWPPP Preparer Certification - Attachment NONE PROVIDED Comment: NONE PROVIDED Erosion & Sediment Control Criteria 25. Has a construction sequence schedule for the planned management practices been prepared? Yes 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural https://nform-prod.dec.ny.gov/SubmissionVersion/db0 l 8a4d-4 lb7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission Dust Control Stabilized Construction Entrance Biotechnical None Vegetative Measures Mulching Seeding Permanent Structural None Other NONE PROVIDED Post -Construction Criteria * IMPORTANT: Completion of Questions 27-39 is not required if response to Question 22 is No. 27. Identify all site planning practices that were used to prepare the final site plan/layout for the project. NONE PROVIDED Page 7 of 13 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1.6("Soil Restoration") of the Design Manual (2010 version). 28. Provide the total Water Quality Volume (WQv) required for this project (based on final site plan/layout). (Acre-feet) NONE PROVIDED 29. Post -construction SMP Identification Use the Post -construction SMP Identification section to identify the RR techniques (Area Reduction), RR techniques(Volume Reduction) and Standard SMPs with RRv Capacity that were used to reduce the Total WQv Required (#28). Identify the SMPs to be used by providing the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use the Post -Construction SMP Identification section to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SM 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. (acre-feet) NONE PROVIDED 31. Is the Total RRv provided (#30) greater than or equal to the total WQv required (#28)? If Yes, go to question 36. If No, go to question 32. 32. Provide the Minimum RRv required based on HSG. [Minimum RRv Required = (P) (0.95) (Ai) / 12, Ai=(s) (Aic)] (acre-feet) https://nform-prod.dec.ny.gov/SubmissionVersion/db018a4d-41b7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission Page 8 of 13 NONE PROVIDED 32a. Is the Total RRv provided (#30) greater than or equal to the Minimum RRv Required (#32)? If Yes, go to question 33. Note: Use the space provided in question #39 to summarize the specific site limitations and justification for not reducing 100% of WQv required (#28). A detailed evaluation of the specific site limitations and justification for not reducing 100% of the WQv required (#28) must also be included in the SWPPP. If No, sizing criteria has not been met; therefore, NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. 33. SMPs Use the Post -construction SMP Identification section to identify the Standard SMPs and, if applicable, the Alternative SMPs to be used to treat the remaining total WQv (=Total WQv Required in #28 - Total RRv Provided in #30). Also, provide the total impervious area that contributes runoff to each practice selected. NOTE: Use the Post -construction SMP Identification section to identify the SMPs used on Redevelopment proje 33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs identified in question #33 and Standard SMPs with RRv Capacity identified in question #29. (acre-feet) NONE PROVIDED Note: For the standard SMPs with RRv capacity, the WQv provided by each practice = the WQv calculated using the contributing drainage area to the practice - provided by the practice. (See Table 3.5 in Design Manual) 34. Provide the sum of the Total RRv provided (#30) and the WQv provided (#33a). NONE PROVIDED 35. Is the sum of the RRv provided (#30) and the WQv provided (#33a) greater than or equal to the total WQv required (#28)? If Yes, go to question 36. If No, sizing criteria has not been met; therefore, NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria 36. Provide the total Channel Protection Storage Volume (CPv required and provided or select waiver (#36a), if applicable. CPv Required (acre-feet) NONE PROVIDED CPv Provided (acre-feet) NONE PROVIDED 36a. The need to provide channel protection has been waived because: 37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (#37a), if applicable. Overbank Flood Control Criteria (Qp) Pre -Development (CFS) NONE PROVIDED Post -Development (CFS) https://nform-prod.dec.ny.gov/SubmissionVersion/db018a4d-41b7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission NONE PROVIDED Total Extreme Flood Control Criteria (Qf) Pre -Development (CFS) NONE PROVIDED Post -Development (CFS) NONE PROVIDED 37a. The need to meet the Qp and Qf criteria has been waived because: 38. Has a long term Operation and Maintenance Plan for the post -construction stormwater management practice(s) been developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance NONE PROVIDED Page 9 of 13 39. Use this space to summarize the specific site limitations and justification for not reducing 100% of WQv required (#28). (See question #32a) This space can also be used for other pertinent project information. NONE PROVIDED Post -Construction SMP Identification Runoff Reduction (RR) Techniques, Standard Stormwater Management Practices (SMPs) and Alternative SMPs Identify the Post -construction SMPs to be used by providing the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. RR Techniques (Area Reduction) Round to the nearest tenth Total Contributing Acres for Conservation of Natural Area (RR -1) NONE PROVIDED Total Contributing Impervious Acres for Conservation of Natural Area (RR -1) NONE PROVIDED Total Contributing Acres for Sheetflow to Riparian Buffers/Filter Strips (RR -2) 0.4 Total Contributing Impervious Acres for Sheetflow to Riparian Buffers/Filter Strips (RR -2) NONE PROVIDED Total Contributing Acres for Tree Planting/Tree Pit (RR -3) NONE PROVIDED Total Contributing Impervious Acres for Tree Planting/Tree Pit (RR -3) NONE PROVIDED https://nform-prod.dec.ny.gov/SubmissionVersion/db0 l 8a4d-4 lb7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission Total Contributing Acres for Disconnection of Rooftop Runoff (RR -4) NONE PROVIDED RR Techniques (Volume Reduction) Total Contributing Impervious Acres for Disconnection of Rooftop Runoff (RR -4) NONE PROVIDED Total Contributing Impervious Acres for Vegetated Swale (RR -5) NONE PROVIDED Total Contributing Impervious Acres for Rain Garden (RR -6) NONE PROVIDED Total Contributing Impervious Acres for Stormwater Planter (RR -7) NONE PROVIDED Total Contributing Impervious Acres for Rain Barrel/Cistern (RR -8) NONE PROVIDED Total Contributing Impervious Acres for Porous Pavement (RR -9) NONE PROVIDED Total Contributing Impervious Acres for Green Roof (RR -10) NONE PROVIDED Standard SMPs with RRv Capacity Total Contributing Impervious Acres for Infiltration Trench (1-1) NONE PROVIDED Total Contributing Impervious Acres for Infiltration Basin (1-2) 0.3 Total Contributing Impervious Acres for Dry Well (1-3) NONE PROVIDED Total Contributing Impervious Acres for Underground Infiltration System (1-4) NONE PROVIDED Total Contributing Impervious Acres for Bioretention (F-5) NONE PROVIDED Total Contributing Impervious Acres for Dry Swale (0-1) NONE PROVIDED Standard SMPs Total Contributing Impervious Acres for Micropool Extended Detention (P-1) Page 10 of 13 https://nform-prod.dec.ny.gov/SubmissionVersion/db018a4d-4 lb7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission NONE PROVIDED Total Contributing Impervious Acres for Wet Pond (P-2) NONE PROVIDED Total Contributing Impervious Acres for Wet Extended Detention (P-3) NONE PROVIDED Total Contributing Impervious Acres for Multiple Pond System (P-4) NONE PROVIDED Total Contributing Impervious Acres for Pocket Pond (P-5) NONE PROVIDED Total Contributing Impervious Acres for Surface Sand Filter (F-1) NONE PROVIDED Total Contributing Impervious Acres for Underground Sand Filter (F-2) NONE PROVIDED Total Contributing Impervious Acres for Perimeter Sand Filter (F-3) NONE PROVIDED Total Contributing Impervious Acres for Organic Filter (F-4) NONE PROVIDED Total Contributing Impervious Acres for Shallow Wetland (W-1) NONE PROVIDED Total Contributing Impervious Acres for Extended Detention Wetland (W-2) NONE PROVIDED Total Contributing Impervious Acres for Pond/Wetland System (W-3) NONE PROVIDED Total Contributing Impervious Acres for Pocket Wetland (W-4) NONE PROVIDED Total Contributing Impervious Acres for Wet Swale (0-2) NONE PROVIDED Alternative SMPs (DO NOT INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY) Total Contributing Impervious Area for Hydrodynamic NONE PROVIDED Total Contributing Impervious Area for Wet Vault NONE PROVIDED Total Contributing Impervious Area for Media Filter NONE PROVIDED "Other" Alternative SMP? Page 11 of 13 https://nform-prod.dec.ny.gov/SubmissionVersion/db018a4d-41b7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission Page 12 of 13 NONE PROVIDED Total Contributing Impervious Area for "Other" NONE PROVIDED Provide the name and manufaturer of the alternative SMPs (i.e. proprietary practice(s)) being used for WQv treatment. Note: Redevelopment projects which do not use RR techniques, shall use questions 28, 29, 33 and 33a to provide SMPs used, total WQv required and total WQv provided for the project. Manufacturer of Alternative SMP NONE PROVIDED Name of Alternative SMP NONE PROVIDED Other Permits 40. Identify other DEC permits, existing and new, that are required for this project/facility. None If SPDES Multi -Sector GP, then give permit ID NONE PROVIDED If Other, then identify NONE PROVIDED 41. Does this project require a US Army Corps of Engineers Wetland Permit? No If "Yes," then indicate Size of Impact, in acres, to the nearest tenth NONE PROVIDED 42. If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. NONE PROVIDED MS4 SWPPP Acceptance 43. Is this project subject to the requirements of a regulated, traditional land use control MS4? No If No, skip question 44 44. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along with this NOI? MS4 SWPPP Acceptance Form Download Download form from the link below. Complete, sign, and upload. MS4 SWPPP Acceptance Form MS4 Acceptance Form Upload - Attachment https://nform-prod.dec.ny.gov/SubmissionVersion/db018a4d-41b7-9115-e053-6868b3 86c... 4/19/2017 NYSDEC eBusiness Portal System - View Submission NONE PROVIDED Comment: NONE PROVIDED Owner/Operator Certification Owner/Operator Certification Form Download Download the certification form by clicking the link below. Complete, sign, scan, and upload the form. Owner/Operator Certification Form (PDF, 45KB) Upload Owner/Operator Certification Form * - Attachment NONE PROVIDED Comment: NONE PROVIDED Attachments Date Status History Date None Processing Steps Step Name Form Submitted Deemed Complete Attachment Name User Processing Status Assigned To/Completed By Toni Cioffi Context Date Completed Page 13 of 13 https://nform-prod.dec.ny.gov/SubmissionVersion/dbO l 8a4d-4 lb7-9115-eO53-6868b3 86c... 4/19/2017 Appendix B HydroCAD Calculations and Storm Data HYDROCAD CALCULATIONS PRE DEVELOPMENT Ii U 00rJ a �o a 1. 1 E b Ln -E LnE o Ln 0 A oo 00 00 00 ol 1, — o 0 Lj— 0 U- v� v� 0 all al'E Ln V a) 0 U LA 2 0 OQ) 0 0, Li X> LU A -60£'-----90. 01777� Pre -Development Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 8.606 30 Meadow, non -grazed, HSG A (1) 0.554 98 Paved parking, HSG A (1) 9.160 34 TOTAL AREA Pre -Development Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 9.160 HSG A 1 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 9.160 TOTAL AREA Pre -Development Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 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 8.606 0.000 0.000 0.000 0.000 8.606 Meadow, non -grazed 1 0.554 0.000 0.000 0.000 0.000 0.554 Paved parking 1 9.160 0.000 0.000 0.000 0.000 9.160 TOTAL AREA Pre -Development Type 11 24 -hr 1 -yr Rainfall=2.15" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 5 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=9.160 ac 6.05% Impervious Runoff Depth=0.00" Flow Length=950' Tc=33.5 min CN=34 Runoff=0.00 cfs 0.000 of Pond LOW: Low Area Peak Elev=304.00' Storage=0 cf Inflow=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Total Runoff Area = 9.160 ac Runoff Volume = 0.000 of Average Runoff Depth = 0.00" 93.95% Pervious = 8.606 ac 6.05% Impervious = 0.554 ac Pre -Development Type// 24 -hr 10 -YR Rainfall=3.75" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 6 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=9.160 ac 6.05% Impervious Runoff Depth=0.00" Flow Length=950' Tc=33.5 min CN=34 Runoff=0.00 cfs 0.000 of Pond LOW: Low Area Peak Elev=304.00' Storage=0 cf Inflow=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Total Runoff Area = 9.160 ac Runoff Volume = 0.000 of Average Runoff Depth = 0.00" 93.95% Pervious = 8.606 ac 6.05% Impervious = 0.554 ac Pre -Development Type// 24 -hr 100 -YR Rainfall=6.20" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 1 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=9.160 ac 6.05% Impervious Runoff Depth=0.25" Flow Length=950' Tc=33.5 min CN=34 Runoff=0.34 cfs 0.189 of Pond LOW: Low Area Peak Elev=305.45' Storage=8,217 cf Inflow=0.34 cfs 0.189 of Outflow=0.00 cfs 0.000 of Total Runoff Area = 9.160 ac Runoff Volume = 0.189 of Average Runoff Depth = 0.25" 93.95% Pervious = 8.606 ac 6.05% Impervious = 0.554 ac Pre -Development Type// 24 -hr 100 -YR Rainfall=6.20" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1: Subcat 1 Runoff = 0.34 cfs @ 12.89 hrs, Volume= 0.189 af, Depth= 0.25" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -YR Rainfall=6.20" Area (ac) CN Description 8.606 30 Meadow, non -grazed, HSG A 0.554 98 Paved parking, HSG A 9.160 34 Weighted Average 8.606 93.95% Pervious Area 0.554 6.05% Impervious Area Tc Length (min) (feet) Slope (ft/ft) Velocity (ft/sec) Capacity Description (cfs) 10.9 100 0.0200 0.15 Sheet Flow, Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= Grass: Short n= 0.150 P2= 2.60" 22.6 850 0.0080 0.63 Shallow Concentrated Flow, Volume Invert Avail.Storage Storage Description Short Grass Pasture Kv= 7.0 fps 33.5 950 Total Summary for Pond LOW: Low Area Inflow Area = 9.160 ac, 6.05% Impervious, Inflow Depth= 0.25" for 100 -YR event Inflow = 0.34 cfs @ 12.89 hrs, Volume= 0.189 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 305.45' @ 25.95 hrs Surf.Area= 25,983 sf Storage= 8,217 cf Plug -Flow detention time= (not calculated: initial storage exceeds outflow) Center -of -Mass det. time= (not calculated: no outflow) Volume Invert Avail.Storage Storage Description #1 304.00' 34,339 cf Custom Stage Data (Irregular)Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 304.00 20 10.0 0 0 20 305.00 51100 355.0 11813 11813 101042 306.00 731160 11740.0 321525 341339 2401945 HYDROCAD CALCULATIONS POST DEVELOPMENT Ii U 00 o o v o �u u o 4i O 4 W O co 00 00 00 cl� iD In In O �� O LL v� O� m von a C�C �Q vQ < 4 N m o C 3 U 3 A a o S ti 0 m t o g a U N� �. .O N ,� O O m m i +� v a } H d' z 0 O w O m z z z w z w F Z U w m z = O = H U U ¢ w LL U d U Ow U U Er � m 0 K a U co cn m I I , I ole O� z Irw V w , J . ' 1 3 Sub.at 1 Sub at 3 2 3R Sub at 2 1 __j Filter Strip SMP1 2 P "�7 Infiltration Basin Low Area 1 P Low Area Subcat Reach Aon Link Routing Diagram for Post -Development Prepared by The LA Group, Printed 4/19/2017 HydroCAD010.00-19 s/n 00439 OO 2016 HydroCAD Software Solutions LLC Post -Development Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 8.152 39 >75% Grass cover, Good, HSG A (1, 21 3) 1.008 98 Paved parking, HSG A (1, 2, 3) 9.160 45 TOTAL AREA Post -Development Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 9.160 HSG A 1, 2, 3 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 9.160 TOTAL AREA Post -Development Prepared by The LA Group HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Printed 4/19/2017 Page 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 8.152 0.000 0.000 0.000 0.000 8.152 >75% Grass cover, Good 1, 2, 3 1.008 0.000 0.000 0.000 0.000 1.008 Paved parking 1, 2, 3 9.160 0.000 0.000 0.000 0.000 9.160 TOTAL AREA Post -Development Type 11 24 -hr 10 yr Rainfall=3.75" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 6 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=5.285 ac 4.97% Impervious Runoff Depth=0.07" Flow Length=950' Tc=33.5 min CN=42 Runoff=0.04 cfs 0.029 of Subcatchment2: Subcat 2 Runoff Area=3.512 ac 19.15% Impervious Runoff Depth=0.26" Flow Length=318' Tc=12.6 min CN=50 Runoff=0.43 cfs 0.076 of Subcatchment3: Subcat 3 Runoff Area=0.363 ac 19.97% Impervious Runoff Depth=0.29" Flow Length=75' Slope=0.0200 '/' Tc=8.6 min CN=51 Runoff=0.07 cfs 0.009 of Reach 3R: Filter Strip Avg. Flow Depth=0.01' Max Vel=0.06 fps Inflow=0.07 cfs 0.009 of n=0.150 L=75.0' S=0.0200'/' Capacity=106.91 cfs Outflow=0.03 cfs 0.009 of Pond 1 P: Low Area Peak EIev=304.19' Storage=12 cf Inflow=0.03 cfs 0.009 of Outflow=0.03 cfs 0.009 of Pond 2P: Low Area Peak EIev=304.43' Storage=178 cf Inflow=0.43 cfs 0.076 of Outflow=0.25 cfs 0.076 of Pond SMP1: Infiltration Basin Peak EIev=304.17' Storage=13 cf Inflow=0.04 cfs 0.029 of Outflow=0.04 cfs 0.029 of Total Runoff Area = 9.160 ac Runoff Volume = 0.114 of Average Runoff Depth = 0.15" 89.00% Pervious = 8.152 ac 11.00% Impervious = 1.008 ac Post -Development Type 11 24 -hr 100 yr Rainfall=6.20" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 1 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=5.285 ac 4.97% Impervious Runoff Depth=0.69" Flow Length=950' Tc=33.5 min CN=42 Runoff=1.56 cfs 0.302 of Subcatchment2: Subcat 2 Runoff Area=3.512 ac 19.15% Impervious Runoff Depth=1.24" Flow Length=318' Tc=12.6 min CN=50 Runoff=5.20 cfs 0.364 of Subcatchment3: Subcat 3 Runoff Area=0.363 ac 19.97% Impervious Runoff Depth=1.32" Flow Length=75' Slope=0.0200 '/' Tc=8.6 min CN=51 Runoff=0.69 cfs 0.040 of Reach 3R: Filter Strip Avg. Flow Depth=0.05' Max Vel=0.19 fps Inflow=0.69 cfs 0.040 of n=0.150 L=75.0' S=0.0200'/' Capacity=106.91 cfs Outflow=0.52 cfs 0.040 of Pond 1 P: Low Area Peak EIev=304.79' Storage=291 cf Inflow=0.52 cfs 0.040 of Outflow=0.22 cfs 0.040 of Pond 2P: Low Area Peak EIev=305.15' Storage=2,902 cf Inflow=5.20 cfs 0.364 of Outflow=2.34 cfs 0.364 of Pond SMP1: Infiltration Basin Peak EIev=305.18' Storage=1,574 cf Inflow=1.56 cfs 0.302 of Outflow=0.94 cfs 0.302 of Total Runoff Area = 9.160 ac Runoff Volume = 0.705 of Average Runoff Depth = 0.92" 89.00% Pervious = 8.152 ac 11.00% Impervious = 1.008 ac Post -Development Type 11 24 -hr 100 yr Rainfall=6.20" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1: Subcat 1 Runoff = 1.56 cfs @ 12.41 hrs, Volume= 0.302 af, Depth= 0.69" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 yr Rainfall=6.20" Area (ac) CN Description 5.022 39 >75% Grass cover, Good, HSG A 0.263 98 Paved parking, HSG A 5.285 42 Weighted Average 5.022 95.03% Pervious Area 0.263 4.97% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.9 100 0.0200 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.60" 22.6 850 0.0080 0.63 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 33.5 950 Total Summary for Subcatchment 2: Subcat 2 Runoff = 5.20 cfs @ 12.07 hrs, Volume= 0.364 af, Depth= 1.24" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 yr Rainfall=6.20" Area (ac) CN Description 2.840 39 >75% Grass cover, Good, HSG A 0.673 98 Paved parking, HSG A 3.512 50 Weighted Average 2.840 80.85% Pervious Area 0.673 19.15% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.2 100 0.0400 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 2.60" 4.4 218 0.0140 0.83 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 12.6 318 Total Summary for Subcatchment 3: Subcat 3 Runoff = 0.69 cfs @ 12.02 hrs, Volume= 0.040 af, Depth= 1.32" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24 -hr 100 yr Rainfall=6.20" Post -Development Type 11 24 -hr 100 yr Rainfall=6.20" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 3 Area (ac) CN Description 0.290 39 >75% Grass cover, Good, HSG A 0.072 98 Paved parking, HSG A 0.363 51 Weighted Average 0.290 80.03% Pervious Area 0.072 19.97% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.6 75 0.0200 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.60" Summary for Reach 3R: Filter Strip Inflow Area = 0.363 ac, 19.97% Impervious, Inflow Depth = 1.32" for 100 yr event Inflow = 0.69 cfs @ 12.02 hrs, Volume= 0.040 of Outflow = 0.52 cfs @ 12.20 hrs, Volume= 0.040 af, Atten= 25%, Lag= 10.7 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 0.19 fps, Min. Travel Time= 6.6 min Avg. Velocity = 0.07 fps, Avg. Travel Time= 17.8 min Peak Storage= 207 cf @ 12.08 hrs Average Depth at Peak Storage= 0.05' Bank -Full Depth= 1.00' Flow Area= 100.0 sf, Capacity= 106.91 cfs 50.00' x 1.00' deep channel, n= 0.150 Sheet flow over Short Grass Side Slope Z -value= 50.07 Top Width= 150.00' Length= 75.0' Slope= 0.02007 Inlet Invert= 307.00', Outlet Invert= 305.50' Summary for Pond 1P: Low Area Inflow Area = 0.363 ac, 19.97% Impervious, Inflow Depth = 1.32" for 100 yr event Inflow = 0.52 cfs @ 12.20 hrs, Volume= 0.040 of Outflow = 0.22 cfs @ 12.41 hrs, Volume= 0.040 af, Atten= 58%, Lag= 13.1 min Discarded = 0.22 cfs @ 12.41 hrs, Volume= 0.040 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 304.79' @ 12.41 hrs Surf.Area= 943 sf Storage= 291 cf Plug -Flow detention time= 12.7 min calculated for 0.040 of (100% of inflow) Center -of -Mass det. time= 12.7 min ( 920.9 - 908.2 ) Post -Development Type 11 24 -hr 100 yr Rainfall=6.20" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 4 Volume Invert Avail.Storage Storage Description #1 304.00' 533 cf Custom Stage Data (Irregular)Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 304.00 20 10.0 0 0 20 305.00 11410 175.0 533 533 21451 Device Routing Invert Outlet Devices 1, 813 #1 Discarded 304.00' 10.000 in/hr Exfiltration over Surface area 733160 11740.0 Discarded OutFlow Max=0.22 cfs @ 12.41 hrs HW=304.79' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.22 cfs) Inflow Area = 3.512 ac, Inflow = 5.20 cfs @ Outflow = 2.34 cfs @ Discarded = 2.34 cfs @ Summary for Pond 2P: Low Area 19.15% Impervious, Inflow Depth = 1.24" 12.07 hrs, Volume= 0.364 of 12.24 hrs, Volume= 0.364 af, 12.24 hrs, Volume= 0.364 of for 100 yr event Atten= 55%, Lag= 10.3 min Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 305.15' @ 12.24 hrs Surf.Area= 10,096 sf Storage= 2,902 cf Plug -Flow detention time= 16.7 min calculated for 0.363 of (100% of inflow) Center -of -Mass det. time= 16.7 min (911.5 - 894.8 ) Volume Invert Avail.Storage Storage Description #1 304.00' 34,339 cf Custom Stage Data (Irregular)Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 304.00 20 10.0 0 0 20 305.00 51100 355.0 11813 1, 813 101042 306.00 733160 11740.0 321525 341339 2401945 Device Routing Invert Outlet Devices #1 Discarded 304.00' 10.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=2.33 cfs @ 12.24 hrs HW=305.15' (FreeDischarge) L1=Exfiltration (Exfiltration Controls 2.33 cfs) Summary for Pond SMP1: Infiltration Basin Inflow Area = 5.285 ac, Inflow = 1.56 cfs @ Outflow = 0.94 cfs @ Discarded = 0.94 cfs @ 4.97% Impervious, Inflow Depth= 0.69" 12.41 hrs, Volume= 0.302 of 12.82 hrs, Volume= 0.302 af, 12.82 hrs, Volume= 0.302 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs for 100 yr event Atten= 40%, Lag= 24.9 min Post -Development Type 11 24 -hr 100 yr Rainfall=6.20" Prepared by The LA Group Printed 4/19/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 5 Peak Elev= 305.18' @ 12.82 hrs Surf.Area= 4,055 sf Storage= 1,574 cf Plug -Flow detention time= 20.3 min calculated for 0.302 of (100% of inflow) Center -of -Mass det. time= 20.2 min ( 975.5 - 955.2 ) Volume Invert Avail.Storage Storage Description #1 304.00' 8,548 cf Custom Stage Data (Irregular)Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 304.00 20 10.0 0 0 20 305.00 21645 190.0 965 965 21887 306.00 141015 570.0 71583 81548 251872 Device Routing Invert Outlet Devices #1 Discarded 304.00' 10.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.94 cfs @ 12.82 hrs HW=305.18' (Free Discharge) Z1=Exfiltration (Exfiltration Controls 0.94 cfs) Job Name and 4 Independent Senior Apartment Building Minimum Runoff Reduction Volume 4/20/2017 RRv = [(P)(Rv*)(Ai)]/12 Where: Ai = (S)(Aic) Rv = 0.05 + 0.009(I) where I is 100% impervious Ai =impervious cover targeted for runoff reduction Aic =Total area of new impervious cover P = 90% rainfall (see Figure 4.1 in NYS Stormwater Management Design Manual) S =Hydrologic Soil Group (HSG) Specific Reduction Factor (S) A=0.55, 13=0.40, C=0.30, D=0.20 S (HSG A) 0.55 Aic 0.45 acres Rv 0.95 90% Rainfall 1.15 Ai 0.250 RRv = 0.023 acre feet = 990 ft 3 Stormwater Practice Sizing Job Name and # Pitney Meadows Community Farm Water Quality Volume Calculation 4/20/2017 WQv = [(P)(Rv)(A)]/12 Where: Rv = 0.05 + 0.009(I) I = impervious cover in percent P = 90% rainfall (see Figure 4.1 in NYS Stormwater Management Design Manual) A = Area in acres New impervious % Impervious 100.00% Rv 0.95 90% Rainfall 1.15 Area in Square Feet 19776 WQv Required = 1800 ft 3 0.041 ac -ft Infiltration Basin (SMP -1) % Impervious 4.97% Rv 0.09 90% Rainfall 1.15 Area in Square Feet 230215 WQv Required = 2090 ft 3 0.048 ac -ft Filter Strip (SMP -2) % Impervious 19.97% Rv 0.23 90% Rainfall 1.15 Area in Square Feet 15 812 WQv Required = 348 ft 3 0.008 ac -ft Appendix C Soil Survey and Map Set USDA United States Department of Agriculture NRCS Natural Resources Conservation Service M A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants 0 s 1n CpLe._ < r < �•1� e R • ��rr Custom Soil Resource Report for Saratoga County, New York .,' OA _. ., � _ • a '_ 0= a `u L4: ° JEW e . r; , ' u ■uJ' ' <. d� •� `;�W � 1� 11 e 1- 1 1 April 18, 2017 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http-//www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https-//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 HowSoil Surveys Are Made..................................................................................5 SoilMap.................................................................................................................. 8 SoilMap................................................................................................................9 Legend................................................................................................................10 MapUnit Legend................................................................................................ 11 MapUnit Descriptions.........................................................................................11 SaratogaCounty, New York............................................................................13 DeA Deerfield loamy fine sand, nearly level.............................................13 WnA Windsor loamy sand, 0 to 3 percent slopes.....................................14 WnB Windsor loamy sand, 3 to 8 percent slopes.....................................15 References............................................................................................................18 4 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components, the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 0 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. 0 z Ln O r� OL£69Lt7 OZ£69,87 OL369Lti MIS 8b a£L �t ' orLO � rrt _I r' f r` C) OZZ69Lti 0L�691ti L ML D F P 1 e ' CD J4 I ry 8 f W U 0 o M D �— ry cn } ' C) 1 0 kr "�� � •' ,y.-. � s,�'� ._tom W VI-I �• {� ire eve ' i , F ',�" r 4 _ Co�' •:-A C J ar % AA A7 u+, -C/ OL£69Lti z in D Q OZE69Lti OLZ69Lti OZZ69L,v OL�69Lti z O r+� M69LV OL069Lti O wzv OL069LV 0 LO 0 o 0') LO Ln a� 00 o N 0 z 00 r` L N L Q) m a� � LU 00 LO .-. Ln 06 (n (D -J ru W Q 0 Q - Z L- ^^,, W E L a 0 � a,,8 a L Q N Q aj T- CD T 0 N N Q O O Lo z Q z O q M 6Z 8b a£L O Q N ry N U L. O N ry O E O cn U O _ O N � L O O O +-. cn m m + d) ,� V O ^` d) L � N L N N I L O A O 0^ U (n L m U 'L O cn E O � O p C L E N U 0 0 E o N � 4-0 N o Z aj U M O 'a O � �O 4 LO O a) O �_ o M N 0- U U) L C N m O (D N 0 N U M N > co M C M a) o O C� O � +-% C a N O o O = Q N (.7 � (/) 7 N L N d) -0 Z Q N N j UE cn O N> O O }' cn (� U W N N 0 0 M M O Z N O N 4 cn m a) Q 0 to � NEn E En U U) O O p� cn � � }' a) U 2 0-0 o a) Q >' 0 0 >+ > a) O O m L m }' O o (n O ca N o o M ui ME Z m O C i O.� (6 O-0 m O a) cn (� • L }' O N � �^'' Q O V o U N j � _ �' O 'cc^n'' �^'' N m O O a a O U m W m O � � � U U) L L � � J L U � � � ' C O + =. � L W (6 � W � O L � - � O m O Z E Q Q U O .--. C a) O --� +r O i= O O O (D �.., is a) L L a) (� }N-, -0' O . O C > �+ L O O M C O Q i O (J) (0 N o N j O O (/) � i +� c m O _ U .o >% O � +� _ C L O '7 cn E (6 cn _ N C % d) E � E (6 U N4-0 > o OC) a) _ 0 O 70 O QO O M § a) m m (D u) L 0 (Oj cn O N S 0- cn >, > C) O N O �+� N O C '� C O U U cn N o p O p t6 O j V m 4 o p p 4-0 Ep 0 � cn m m Li U m L- m ) � cm o mm o U ) La Q O ma o L a0) �o _ Q O U) U) > Q) N 11 1 O U) U) r_ m o L- p a) Q Z a LL ca °a c o L Lsi m J a = C0 O a)_ o L O CIL `-' j O 0-J O En 4- E L L cn Q) Q Q) O .-. +r ❑� (Ca C L ❑� ❑� 0- m m , V � }, 0 OL C in/+fir (� U) � _ O Q) _ m - � 0 U /O� DL Q /0 W OL � - +r U) a G — G G Li O 0 — — U) >, � a) a) a) U) > > � O � a) C U m a) O O Y a� U cn4-1 i Q 0 U) 0 0 = O O U) U) 'F) 00 00 m U O L- � U CD CD C J J (1) 0- O (6 0� U) ca (1) 0 w w w O w c IL 0•� � .L) ❑ El o cn a Cl) O Custom Soil Resource Report Map Unit Legend Saratoga County, New York (NY091) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DeA Deerfield loamy fine sand, nearly level 2.8 19.9% WnA Windsor loamy sand, 0 to 3 percent slopes 9.5 67.7% WnB Windsor loamy sand, 3 to 8 percent slopes 1.7 12.4% Totals for Area of Interest 14.1 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas 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 11 Custom Soil Resource Report landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Saratoga County, New York DeA—Deerfield loamy fine sand, nearly level Map Unit Setting National map unit symbol: 9w9t Elevation. 0 to 1,000 feet Mean annual precipitation. 36 to 48 inches Mean annual air temperature. 45 to 48 degrees F Frost -free period. 125 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Deerfield and similar soils. 75 percent Minor components: 25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Deerfield Setting Landform: Outwash plains, deltas, terraces Landform position (two-dimensional). Summit Landform position (three-dimensional). Tread Down-slope shape. Concave Across -slope shape. Convex Parent material. Sandy glaciofluvial or deltaic deposits derived mainly from granite, gneiss, or sandstone Typical profile H1 - 0 to 10 inches: loamy fine sand H2 - 10 to 26 inches. loamy fine sand H3 - 26 to 72 inches. fine sand Properties and qualities Slope. 0 to 3 percent Depth to restrictive feature. More than 80 inches Natural drainage class. Moderately well drained Capacity of the most limiting layer to transmit water (Ksat). to 19.98 in/hr) Depth to water table. About 18 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile. Low (about 3.8 inches) Interpretive groups Land capability classification (irrigated). None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A Hydric soil rating. No Minor Components Oakville Percent of map unit. 10 percent Hydric soil rating. No 13 High to very high (1.98 Custom Soil Resource Report Claverack Percent of map unit. 7 percent Hydric soil rating. No Wareham Percent of map unit. 4 percent Hydric soil rating. Yes Wareham Percent of map unit. 4 percent Hydric soil rating. No WnA—Windsor loamy sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2svkg Elevation. 0 to 990 feet Mean annual precipitation. 36 to 71 inches Mean annual air temperature. 39 to 55 degrees F Frost -free period. 140 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Windsor, loamy sand, and similar soils. 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Windsor, Loamy Sand Setting Landform: Outwash plains, dunes, deltas, outwash terraces Landform position (three-dimensional): Tread, riser Down-slope shape. Linear, convex Across -slope shape. Linear, convex Parent material. Loose sandy glaciofluvial deposits derived from granite and/or loose sandy glaciofluvial deposits derived from schist and/or loose sandy glaciofluvial deposits derived from gneiss Typical profile O - 0 to 1 inches: moderately decomposed plant material 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) 14 Custom Soil Resource Report Depth to water table. More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 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 Minor Components Deerfield, loamy sand Percent of map unit. 10 percent Landform: Outwash plains, deltas, terraces 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, kames, eskers, deltas Landform position (two-dimensional). Backslope, shoulder, summit Landform position (three-dimensional): Head slope, crest, side slope, nose slope, rise Down-slope shape. Convex Across -slope shape. Linear, convex Hydric soil rating. No WnB—Windsor loamy sand, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2svkf Elevation. 0 to 1,210 feet Mean annual precipitation. 36 to 71 inches Mean annual air temperature. 39 to 55 degrees F Frost -free period. 140 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Windsor, loamy sand, and similar soils. 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. 15 Custom Soil Resource Report Description of Windsor, Loamy Sand Setting Landform: Outwash plains, dunes, deltas, outwash terraces Landform position (three-dimensional): Tread, riser Down-slope shape. Linear, convex Across -slope shape. Linear, convex Parent material. Loose sandy glaciofluvial deposits derived from granite and/or loose sandy glaciofluvial deposits derived from schist and/or loose sandy glaciofluvial deposits derived from gneiss Typical profile O - 0 to 1 inches: moderately decomposed plant material A - 1 to 3 inches. loamy sand Bw - 3 to 25 inches. loamy sand C - 25 to 65 inches: sand Properties and qualities Slope. 3 to 8 percent Depth to restrictive feature: More than 80 inches 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 to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile. Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated). None specified Land capability classification (nonirrigated): 2s Hydrologic Soil Group: A Hydric soil rating. No Minor Components Hinckley, loamy sand Percent of map unit. 10 percent Landform: Outwash plains, kames, eskers, deltas Landform position (two-dimensional). Backslope, shoulder, summit Landform position (three-dimensional): Head slope, crest, side slope, nose slope, rise Down-slope shape. Convex Across -slope shape. Linear, convex Hydric soil rating. No Deerfield, loamy sand Percent of map unit. 5 percent Landform: Outwash plains, deltas, terraces Landform position (two-dimensional). Footslope Landform position (three-dimensional): Tread, talf Down-slope shape. Linear Across -slope shape. Linear 16 Custom Soil Resource Report Hydric soil rating. No 17 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http-//www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11 th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http-//www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http-//www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 18 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 43041. http-//www.nres.usda.gov/wps/portal/ n res/deta i I/soi Is/scientists/?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_053624 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/nresl42p2_052290.pdf 19 55 Phila Street Mixed -Use Building WEEKLY SWPPP INSPECTION REPORT Inspector Name: Date: Signature (required): Time: Weather: Inspection #: Soil Conditions (dry, 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. ❑ ❑ ❑ 2. Routine Inspection. Date of last inspection: 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? C• ❑ ❑ ❑ 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: 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: 97_14110 SPILL RESPONSE REPORT Within 1 hour of a spill discovery less than 2 gallons in volume the following must be notified: Sandy Arnold, Pitney Meadows Community Farm (518) 955-6922 Within 1 hour of a spill discovery greater than 2 gallons the following must be notified: Sandy Arnold 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: New York State Stormwater Management Design Manual Open channel. Systema ConstrQtction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: Appendix F F-20 New York State Stormwater Management Design Manual Appendix F F-21 New York State Stormwater Management Design Manual F-22 Appendix F New York State Stormwater Management Design Manual Infiltration Practice Operation, Maintenance and Inspection Checklist Project: Location: Site Status: Date: Time-. Inspector: MAINTENANCE ITEM SAT IS FACTORY I COMMENTS UNSATiSFACTORY I., Debris Cleanout (Mont ( ) Trench surface clear of debris inflow pipes clear of debris Overflow spillway clear of debris Inlet area clear of debris 2. Sediment Traps or Forebays (Annual) Obviously trapping sed irnent Greater than 50% of storage volume remaining 3. Dewatefing (Monthly) Trench dewaters between storms 4. Sediment Cleanout of Trench (Annual) No evidence of sedimentation in trerich Sediment accumulation doesn't yet require cleanout 5. Inlets (Annual) Appendix G New York State Stormwater Management Design Manual MAINTENANCE ITEM SATISFACTORY I COMMENTS UNSATISFACTORY Good co nd kt on No evidence of erosion . OutletlOverflow Spillway (Annual) Good condition, no need for repair No evidence of erosion . Aggregate pi"r (Annual) Surface of aggregate clean Top layer otstone does not need replacement Trench does not need rehabilitation Comments: Actionsto be Taken: M Appendix L The LA GROUP Filter Strips Site Name: Location: Owner Name: Address: Site Status: Date: Ti me: Site Conditions: Starmwater Pond Type: r-1 Wet Pond ❑Wet ED Pond r-1 Dry Pond 0 Mircropool Pond ❑Multiple Pond System Inspection Items p Maintenance Needed? (Yes/No) Comments/Description Debris Removal Area free of debris? Any dumping of waste into strip? Litter (branches) removed? Vegetation Surrounding area fully stabilized? Unauthorized or inappropriate plantings? Erosion? Sediment deposition in filter strip? Outlet/Overflow Spillway Lip of spreader shows no signs of erosion Any evidence of blockages? Inspector Comments: Overall Condition of Facility: ❑ Acceptable ❑ Unacceptable If any of the above inspection items are checked "Yes" for "Maintenance Needed," list maintenance actions and their completion dates below: Maintenance Action Needed Due Date Inspected by: (signature) Inspected by: (printed)_ NEWYORK Department of STATE OF OPPORTuwry Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES From CONSTRUCTION ACTIVITY Permit No. GP -0-15-002 Issued Pursuant to Article 17, Titles 7, 8 and Article 70 of the Environmental Conservation Law Effective Date: January 29, 2015 Expiration Date: January 28, 2020 John J. Ferguson Chief Permit Administrator 2 �� 4,� 1/12/15 - Aut ori ed Si nature ! Date Address: NYS DEC Division of Environmental Permits 625 Broadway, 4th Floor Albany, N.Y. 12233-1750 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES Part I. PERMIT COVERAGE AND LIMITATIONS..............................................................1 A. Permit Application.................................................................................................1 B. Effluent Limitations Applicable to Discharges from Construction Activities ...........1 C. Post -construction Stormwater Management Practice Requirements ....................4 D. Maintaining Water Quality.....................................................................................8 E. Eligibility Under This General Permit.....................................................................9 F. Activities Which Are Ineligible for Coverage Under This General Permit..............9 Part II. OBTAINING PERMIT COVERAGE.....................................................................12 A. Notice of Intent (NOI) Submittal..........................................................................12 B. Permit Authorization............................................................................................13 C. General Requirements For Owners or Operators With Permit Coverage ...........15 D. Permit Coverage for Discharges Authorized Under GP -0-10-001 .......................17 E. Change of Owner or Operator.............................................................................17 Part III. STORMWATER POLLUTION PREVENTION PLAN(SWPPP)...........................18 A. General SWPPP Requirements..........................................................................18 B. Required SWPPP Contents................................................................................20 C. Required SWPPP Components by Project Type.................................................23 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......................................................24 Part V. TERMINATION OF PERMIT COVERAGE...........................................................28 A. Termination of Permit Coverage.........................................................................28 Part VI. REPORTING AND RETENTION OF RECORDS................................................30 A. Record Retention................................................................................................30 B. Addresses...........................................................................................................30 Part VII. STANDARD PERMIT CONDITIONS.................................................................31 A. Duty to Comply....................................................................................................31 B. Continuation of the Expired General Permit........................................................31 C. Enforcement........................................................................................................31 D. Need to Halt or Reduce Activity Not a Defense...................................................31 E. Duty to Mitigate...................................................................................................32 F. Duty to Provide Information.................................................................................32 G. Other Information................................................................................................32 H. Signatory Requirements......................................................................................32 I. Property Rights.......................................................................................................34 J. Severability.............................................................................................................34 K. Requirement to Obtain Coverage Under an Alternative Permit ...........................34 L. Proper Operation and Maintenance....................................................................35 M. Inspection and Entry...........................................................................................35 N. Permit Actions.....................................................................................................36 O. Definitions...........................................................................................................36 P. Re -Opener Clause..............................................................................................36 PREFACE Pursuant to Section 402 of the Clean Water Act ("CWA"), stormwater discharges from certain construction activities are unlawful unless they are authorized by a National Pollutant Discharge Elimination System ("NPDES') permit or by a state permit program. New York's State Pollutant Discharge Elimination System ("SPDES') is a NPDES- approved program with permits issued in accordance with the Environmental Conservation Law ("ECL'). This general permit ("permit") is issued pursuant to Article 17, Titles 7, 8 and Article 70 of the ECL. An owner or operator may obtain coverage under this permit by submitting a Notice of Intent ("NOI") to the Department. Copies of this permit and the NOI for New York are available by calling (518) 402-8109 or at any New York State Department of Environmental Conservation ("the Department") regional office (see Appendix G).They are also available on the Department's website at- http://www.dec.ny.qov/ An owner or operator of a construction activity that is eligible for coverage under this permit must obtain coverage prior to the commencement of construction activity. Activities that fit the definition of "construction activity', as defined under 40 CFR 122.26(b)(14)(x), (15)(i), and (15)(ii), constitute construction of a point source and therefore, pursuant to Article 17-0505 of the ECL, the owner or operator must have coverage under a SPDES permit prior to commencing construction activity. They cannot wait until there is an actual discharge from the construction site to obtain permit coverage. *Note: The italicized words/phrases within this permit are defined in Appendix A. Q. Penalties for Falsification of Forms and Reports.................................................36 R. Other Permits......................................................................................................36 APPENDIXA....................................................................................................................37 APPENDIXB....................................................................................................................44 APPENDIXC...................................................................................................................46 APPENDIXD...................................................................................................................52 APPENDIXE....................................................................................................................53 APPENDIXF....................................................................................................................55 (Part 1) (Part 1.B.1) Part I. PERMIT COVERAGE AND LIMITATIONS A. Permit Application This permit authorizes stormwater discharges to surface waters of the State from the following construction activities identified within 40 CFR Parts 122.26(b)(14)(x), 122.26(b)(1 5)(i) and 122.26(b)(15)(ii), provided all of the eligibility provisions of this permit are met: Construction activities involving soil disturbances of one (1) or more acres; including disturbances of less than one acre that are part of a larger common plan of development or sale that will ultimately disturb one or more acres of land; excluding routine maintenance activity that is performed to maintain the original line and grade, hydraulic capacity or original purpose of a facility; 2. Construction activities involving soil disturbances of less than one (1) acre where the Department has determined that a SPDES permit is required for stormwater discharges based on the potential for contribution to a violation of a water quality standard or for significant contribution of pollutants to surface waters of the State. 3. Construction activities located in the watershed(s) identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. B. Effluent Limitations Applicable to Discharges from Construction Activities Discharges authorized by this permit must achieve, at a minimum, the effluent limitations in Part 1.B.1. (a) — (f) of this permit. These limitations represent the degree of effluent reduction attainable by the application of best practicable technology currently available._ . Erosion and Sediment Control Requirements - The owner or operator must select, design, install, implement and maintain control measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. The selection, design, installation, implementation, and maintenance of these control measures must meet the non -numeric effluent limitations in Part 1.B.1.(a) — (f) of this permit and be in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005, using sound engineering judgment. Where control measures are not designed in conformance with the design criteria included in the technical standard, the owner or operator must include in the Stormwater Pollution Prevention Plan ("SWPPP") the reason(s) for the deviation or alternative design and provide information 1 (Part I.B.1.c) (Part I.B.1.f) from dewatering of trenches and excavations, must be managed by appropriate control measures. d. Pollution Prevention Measures. Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such measures must be designed, installed, implemented and maintained to: (i) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. This applies to washing operations that use clean water only. Soaps, detergents and solvents cannot be used; (ii) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste and other materials present on the site to precipitation and to stormwater. Minimization of exposure is not required in cases where the exposure to precipitation and to stormwater will not result in a discharge of pollutants, or where exposure of a specific material or product poses little risk of stormwater contamination (such as final products and materials intended for outdoor use) ; and (iii) Prevent the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures. e. Prohibited Discharges. The following discharges are prohibited: (i) Wastewater from washout of concrete; (ii) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; (iii) Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; (iv) Soaps or solvents used in vehicle and equipment washing; and (v) Toxic or hazardous substances from a spill or other release. f. Surface Outlets. When discharging from basins and impoundments, the outlets shall be designed, constructed and maintained in such a manner that sediment does not leave the basin or impoundment and that erosion 3 which demonstrates that the deviation or alternative design is equivalent to the technical standard. a. Erosion and Sediment Controls. Design, install and maintain effective erosion and sediment controls to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such controls must be designed, installed and maintained to: (i) Minimize soil erosion through application of runoff control and soil stabilization control measure to minimize pollutant discharges; (ii) Control stormwater discharges to minimize channel and streambank erosion and scour in the immediate vicinity of the discharge points; (iii) Minimize the amount of soil exposed during construction activity, (iv) Minimize the disturbance of steep slopes; (v) Minimize sediment discharges from the site; (vi) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas and maximize stormwater infiltration to reduce pollutant discharges, unless infeasible; (vii) Minimize soil compaction. Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be compacted; and (viii) Unless infeasible, preserve a sufficient amount of topsoil to complete soil restoration and establish a uniform, dense vegetative cover. b. Soil Stabilization. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. See Appendix A for definition of Temporarily Ceased. c. Dewatering. Discharges from dewatering activities, including discharges 2 at or below the outlet does not occur. C. Post -construction Stormwater Management Practice Requirements The owner or operator of a construction activity that requires post - construction stormwater management practices pursuant to Part III.C. of this permit must select, design, install, and maintain the practices to meet the performance criteria in the New York State Stormwater Management Design Manual ("Design Manual"), dated January 2015, using sound engineering judgment. Where post -construction stormwater management practices ("SMPs") are not designed in conformance with the performance criteria in the Design Manual, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. '. The owner or operator of a construction activity that requires post - construction stormwater management practices pursuant to Part III.C. of this permit must design the practices to meet the applicable sizing criteria in Part I.C.2.a., b., c. or d. of this permit. a. Sizing Criteria for New Development (i) Runoff Reduction Volume ("RRv"): Reduce the total Water Quality Volume ("WQv") by application of RR techniques and standard SMPs with RRv capacity. The total WQv shall be calculated in accordance with the criteria in Section 4.2 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.a.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 4.3 of the Design Manual. The remaining portion of the total WQv 4 (Part I.C.2.a.ii) (Part I.C.2.b.ii) that cannot be reduced shall be treated by application of standard standard SMP with RRv capacity unless infeasible. The specific SMPs. site limitations that prevent the reduction of 100% of the WQv shall watershed and shall be calculated in accordance with the criteria be documented in the SWPPP. For each impervious area that is (iii) Channel Protection Volume ("Cpv"): Provide 24 hour extended not directed to a RR technique or standard SMP with RRv detention of the post -developed 1 -year, 24-hour storm event; capacity, the SWPPP must include documentation which remaining after runoff reduction. The Cpv requirement does not demonstrates that all options were considered and for each option apply when: explains why it is considered infeasible. (1) Reduction of the entire Cpv is achieved by application of c. Sizing Criteria for Redevelopment Activity runoff reduction techniques or infiltration systems, or In no case shall the runoff reduction achieved from the newly (1) Reduce the existing impervious cover by a minimum constructed impervious areas be less than the Minimum RRv (2) The site discharges directly to tidal waters, or fifth order or as calculated using the criteria in Section 10.3 of the Design larger streams. Manual. The remaining portion of the total WQv that cannot be iv Overbank Flood Control Criteria `Q Requires storage to (�) (` p')� q g reduced shall be treated by application of standard SMPs. attenuate the post -development 10 -year, 24-hour peak discharge (iii) Channel Protection Volume (Cpv): Provide 24 hour extended rate (Qp) to predevelopment rates. The Qp requirement does not detention of the post -developed 1 -year, 24-hour storm event; apply when: (1) the site discharges directly to tidal waters or fifth order or remaining after runoff reduction. The Cpv requirement does not larger streams, or apply when: (2) A downstream analysis reveals that overbank control is not (1) Reduction of the entire Cpv is achieved by required. application of runoff reduction techniques or (3) Capture and treat a minimum of 75% of the WQv from infiltration systems, or (v) Extreme Flood Control Criteria ("Qf'): Requires storage to (2) The site discharges directly to tidal waters, or fifth attenuate the post -development 100 -year, 24-hour peak order or larger streams. discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (iv) Overbank Flood Control Criteria (Qp): Requires storage to (1) the site discharges directly to tidal waters or fifth order or attenuate the post -development 10 -year, 24-hour peak discharge larger streams, or rate (Qp) to predevelopment rates. The Qp requirement does not (2) A downstream analysis reveals that overbank control is not apply when: required. (1) the site discharges directly to tidal waters or fifth b. Sizing Criteria for New Development in Enhanced Phosphorus order or larger streams, or Removal Watershed (2) A downstream analysis reveals that overbank control If there is an existing post -construction stormwater management is not required. (i) Runoff Reduction Volume (RRv): Reduce the total Water Quality Volume (WQv) by application of RR techniques and standard (v) Extreme Flood Control Criteria (Qf): Requires storage to attenuate SMPs with RRv capacity. The total WQv is the runoff volume from the post -development 100 -year, 24-hour peak discharge rate (Qf) the 1 -year, 24 hour design storm over the post -developed to predevelopment rates. The Qf requirement does not apply watershed and shall be calculated in accordance with the criteria when: (1) the site discharges directly to tidal waters or fifth in Section 10.3 of the Design Manual. order or larger streams, or (ii) Minimum RRv and Treatment of Remaining Total WQv: (2) A downstream analysis reveals that overbank control Construction activities that cannot meet the criteria in Part is not required. I.C.2.b.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or c. Sizing Criteria for Redevelopment Activity 5 6 (Part I.C.2.c.i) (Part I.C.2.c.iv) (i) Water Quality Volume (WQv): The WQv treatment objective for (iv) Extreme Flood Control Criteria (Qf): Not required if there are no redevelopment activity shall be addressed by one of the following changes to hydrology that increase the discharge rate from the options. Redevelopment activities located in an Enhanced project site. Phosphorus Removal Watershed (see Part III.B.3. and Appendix C of this permit) shall calculate the WQv in accordance with Section d. Sizing Criteria for Combination of Redevelopment Activity and New 10.3 of the Design Manual. All other redevelopment activities shall Development calculate the WQv in accordance with Section 4.2 of the Design Manual. Construction projects that include both New Development and Redevelopment Activity shall provide post -construction (1) Reduce the existing impervious cover by a minimum stormwater management controls that meet the sizing criteria of 25% of the total disturbed, impervious area. The calculated as an aggregate of the Sizing Criteria in Part I.C.2.a. Soil Restoration criteria in Section 5.1.6 of the Design or b. of this permit for the New Development portion of the Manual must be applied to all newly created pervious project and Part I.C.2.c of this permit for Redevelopment areas, or Activity portion of the project. (2) Capture and treat a minimum of 25% of the WQv from the disturbed, impervious area by the application of D. Maintaining Water Quality standard SMPs; or reduce 25% of the WQv from the The Department expects that compliance with the conditions of this permit will disturbed, impervious area by the application of RR control discharges necessary to meet applicable water quality standards. It shall be techniques or standard SMPs with RRv capacity., or a violation of the ECL for any discharge to either cause or contribute to a violation (3) Capture and treat a minimum of 75% of the WQv from of water quality standards as contained in Parts 700 through 705 of Title 6 of the the disturbed, impervious area as well as any Official Compilation of Codes, Rules and Regulations of the State of New York, such additional runoff from tributary areas by application of as: the alternative practices discussed in Sections 9.3 and 9.4 of the Design Manual., or There shall be no increase in turbidity that will cause a substantial visible (4) Application of a combination of 1, 2 and 3 above that contrast to natural conditions; provide a weighted average of at least two of the above methods. Application of this method shall be There shall be no increase in suspended, colloidal or settleable solids that in accordance with the criteria in Section 9.2.1(B) (IV) will cause deposition or impair the waters for their best usages; and of the Design Manual. i. There shall be no residue from oil and floating substances, nor visible oil If there is an existing post -construction stormwater management film, nor globules of grease. practice located on the site that captures and treats runoff from the impervious area that is being disturbed, the WQv treatment option selected must, at a minimum, provide treatment equal to the If there is evidence indicating that the stormwater discharges authorized by this treatment that was being provided by the existing practice(s) if that permit are causing, have the reasonable potential to cause, or are contributing to a treatment is greater than the treatment required by options 1 — 4 violation of the water quality standards; the owner or operator must take appropriate above. corrective action in accordance with Part IV.C.5. of this general permit and document in accordance with Part IV.C.4. of this general permit. To address the water quality (ii) Channel Protection Volume (Cpv): Not required if there are no standard violation the owner or operator may need to provide additional information, changes to hydrology that increase the discharge rate from the include and implement appropriate controls in the SWPPP to correct the problem, project site. or obtain an individual SPDES permit. (iii)Overbank Flood Control Criteria Q ( p) Not required if there are no If there is evidence indicating that despite compliance with the terms and conditions changes to hydrology that increase the discharge rate from the of this general permit it is demonstrated that the stormwater discharges authorized project site. by this permit are causing or contributing to a violation of water quality standards, or (Part I. D) if the Department determines that a modification of the permit is necessary to prevent a violation of water quality standards, the authorized discharges will no longer be eligible for coverage under this permit. The Department may require the owner or operator to obtain an individual SPDES permit to continue discharging. E. Eligibility Under This General Permit i . This permit may authorize all discharges of stormwater from construction activity to surface waters of the State and groundwaters except for ineligible discharges identified under subparagraph F. of this Part. 2. Except for non-stormwater discharges explicitly listed in the next paragraph, this permit only authorizes stormwater discharges from construction activities. Notwithstanding paragraphs E.1 and E.2 above, the following non- stormwater discharges may be authorized by this permit: discharges from firefighting activities; fire hydrant flushings; waters to which cleansers or other components have not been added that are used to wash vehicles or control dust in accordance with the SWPPP, routine external building washdown which does not use detergents; pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used; air conditioning condensate; uncontaminated groundwater or spring water; uncontaminated discharges from construction site de -watering operations; and foundation or footing drains where flows are not contaminated with process materials such as solvents. For those entities required to obtain coverage under this permit, and who discharge as noted in this paragraph, and with the exception of flows from firefighting activities, these discharges must be identified in the SWPPP. Under all circumstances, the owner or operator must still comply with water quality standards in Part LD of this permit. 4. The owner or operator must maintain permit eligibility to discharge under this permit. Any discharges that are not compliant with the eligibility conditions of this permit are not authorized by the permit and the owner or operator must either apply for a separate permit to cover those ineligible discharges or take steps necessary to make the discharge eligible for coverage. F. Activities Which Are Ineligible for Coverage Under This General Permit All of the following are not authorized by this permit: (Part I.F.8) 8. Construction activities that have the potential to affect an historic property, unless there is documentation that such impacts have been resolved. The following documentation necessary to demonstrate eligibility with this requirement shall be maintained on site in accordance with Part II.C.2 of this permit and made available to the Department in accordance with Part VII.F of this permit: a. Documentation that the construction activity is not within an archeologically sensitive area indicated on the sensitivity map, and that the construction activity is not located on or immediately adjacent to a property listed or determined to be eligible for listing on the National or State Registers of Historic Places, and that there is no new permanent building on the construction site within the following distances from a building, structure, or object that is more than 50 years old, or if there is such a new permanent building on the construction site within those parameters that NYS Office of Parks, Recreation and Historic Preservation (OPRHP), a Historic Preservation Commission of a Certified Local Government, or a qualified preservation professional has determined that the building, structure, or object more than 50 years old is not historically/archeologically significant. ■ 1-5 acres of disturbance - 20 feet ■ 5-20 acres of disturbance - 50 feet ■ 20+ acres of disturbance - 100 feet, or b. DEC consultation form sent to OPRHP, and copied to the NYS DEC Agency Historic Preservation Officer (APO), and (i) the State Environmental Quality Review (SEAR) Environmental Assessment Form (EAF) with a negative declaration or the Findings Statement, with documentation of OPRHP's agreement with the resolution; or (ii) documentation from OPRHP that the construction activity will result in No Impact; or (iii) documentation from OPRHP providing a determination of No Adverse Impact; or (iv) a Letter of Resolution signed by the owner/operator, OPRHP and the DEC APO which allows for this construction activity to be eligible for coverage under the general permit in terms of the State Historic Preservation Act (SHPA); or c. Documentation of satisfactory compliance with Section 106 of the National Historic Preservation Act for a coterminous project area: (i) No Affect (ii) No Adverse Affect M (Part 1. F) . Discharges after construction activities have been completed and the site has undergone final stabilization; . Discharges that are mixed with sources of non-stormwater other than those expressly authorized under subsection E.3. of this Part and identified in the SWPPP required by this permit; 3. Discharges that are required to obtain an individual SPDES permit or another SPDES general permit pursuant to Part VII.K. of this permit; -i. Construction activities or discharges from construction activities that may adversely affect an endangered or threatened species unless the owner or operator has obtained a permit issued pursuant to 6 NYCRR Part 182 for the project or the Department has issued a letter of non -jurisdiction for the project. All documentation necessary to demonstrate eligibility shall be maintained on site in accordance with Part II.C.2 of this permit. 5. Discharges which either cause or contribute to a violation of water quality standards adopted pursuant to the ECL and its accompanying regulations; 6. Construction activities for residential, commercial and institutional projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA -s; and b. Which disturb one or more acres of land with no existing impervious cover, and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA") Soil Survey for the County where the disturbance will occur. 7 Construction activities for linear transportation projects and linear utility projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA -s; and b. Which disturb two or more acres of land with no existing impervious cover, and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the USDA Soil Survey for the County where the disturbance will occur. 10 (Part I.F.8.c.iii) (iii) Executed Memorandum of Agreement, or d. Documentation that: (i) SHPA Section 14.09 has been completed by NYS DEC or another state agency. 9. Discharges from construction activities that are subject to an existing SPDES individual or general permit where a SPDES permit for construction activity has been terminated or denied; or where the owner or operator has failed to renew an expired individual permit. Part II. OBTAINING PERMIT COVERAGE A.Notice of Intent (NOI) Submittal . An owner or operator of a construction activity that is not subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then submit a completed NOI form to the Department in order to be authorized to discharge under this permit. An owner or operator shall use either the electronic (eNO1) or paper version of the NOI that the Department prepared. Both versions of the NOI are located on the Department's website (http://www.dec.ny.gov/ ). The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the following address. NOTICE OF INTENT NYS DEC, Bureau of Water Permits 625 Broadway, 4t" Floor Albany, New York 12233-3505 }°. An owner or operator of a construction activity that is subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then have its SWPPP reviewed and accepted by the regulated, traditional land use control MS4 prior to submitting the NOI to the Department. The owner or operator shall have the "MS4 SWPPP Acceptance" form signed in accordance with Part VII.H., and then submit that form along with a completed NOI to the Department. An owner or operator shall use either the electronic (eNO1) or paper version of the NOI. The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the address in Part II.A.1. 12 (Part II.A.2) The requirement for an owner or operator to have its SWPPP reviewed and accepted by the MS4 prior to submitting the NOI to the Department does not apply to an owner or operator that is obtaining permit coverage in accordance with the requirements in Part II.E. (Change of Owner or Operator) or where the owner or operator of the construction activity is the regulated, traditional land use control MS4. :3. The owner or operator shall have the SWPPP preparer sign the "SWPPP Preparer Certification" statement on the NOI prior to submitting the form to the Department. -t. As of the date the NOI is submitted to the Department, the owner or operator shall make the NOI and SWPPP available for review and copying in accordance with the requirements in Part VII.F. of this permit. B. Permit Authorization (Part II.6.4) An owner or operator shall not commence construction activity until their authorization to discharge under this permit goes into effect. ' Authorization to discharge under this permit will be effective when the owner or operator has satisfied all of the following criteria: a. project review pursuant to the State Environmental Quality Review Act ("SEQRA") have been satisfied, when SEQRA is applicable. See the Department's website (http://www.dec.ny.gov/) for more information, b. where required, all necessary Department permits subject to the Uniform Procedures Act ("UPA') (see 6 NYCRR Part 621) have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). Owners or operators of construction activities that are required to obtain UPA permits must submit a preliminary SWPPP to the appropriate DEC Permit Administrator at the Regional Office listed in Appendix F at the time all other necessary UPA permit applications are submitted. The preliminary SWPPP must include sufficient information to demonstrate that the construction activity qualifies for authorization under this permit, c. the final SWPPP has been prepared, and d. a complete NOI has been submitted to the Department in accordance with the requirements of this permit. :3. An owner oroperatorthat has satisfied the requirements of Part II.6.2 above 13 under this permit if the Department determines that the SWPPP does not meet the permit requirements. In accordance with statute, regulation, and the terms and conditions of this permit, the Department may deny coverage under this permit and require submittal of an application for an individual SPDES permit based on a review of the NOI or other information pursuant to Part II. 5. Coverage under this permit authorizes stormwater discharges from only those areas of disturbance that are identified in the NOI. If an owner or operator wishes to have stormwater discharges from future or additional areas of disturbance authorized, they must submit a new NOI that addresses that phase of the development, unless otherwise notified by the Department. The owner or operator shall not commence construction activityon the future or additional areas until their authorization to discharge under this permit goes into effect in accordance with Part I I.B. of this permit. C. General Requirements For Owners or Operators With Permit Coverage The owner or operator shall ensure that the provisions of the SWPPP are implemented from the commencement of construction activity until all areas of disturbance have achieved final stabilization and the Notice of Termination ("NOT") has been submitted to the Department in accordance with Part V. of this permit. This includes any changes made to the SWPPP pursuant to Part III.A.4. of this permit. . The owner or operator shall maintain a copy of the General Permit (GP -0- 15-002), NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form, inspection reports, and all documentation necessary to demonstrate eligibility with this permit at the construction site until all disturbed areas have achieved final stabilization and the NOT has been submitted to the Department. The documents must be maintained in a secure location, such as a job trailer, on-site construction office, or mailbox with lock. The secure location must be accessible during normal business hours to an individual performing a compliance inspection. :3. The owner or operator of a construction activity shall not disturb greater than five (5) acres of soil at any one time without prior written authorization from the Department or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity). At a minimum, the owner or operator must comply with the following requirements in order to be authorized to disturb greater than five (5) acres of soil at any one time: a. The owner or operator shall 15 (Part II.6.3) will be authorized to discharge stormwater from their construction activity in accordance with the following schedule: a. For construction activities that are not subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives a complete electronic version of the NOI (eNOI) for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.6.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post -construction stormwater management practices pursuant to Part III.C.; or (ii) Sixty (60) business days from the date the Department receives a complete NOI (electronic or paper version) for construction activities with a SWPPP that has not been prepared in conformance with the design criteria in technical standard referenced in Part III.6.1. or, for construction activities that require post -construction stormwater management practices pursuant to Part III.C., the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, or; (iii) Ten (10) business days from the date the Department receives a complete paper version of the NOI for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.6.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post - construction stormwater management practices pursuant to Part III.C. b. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives both a complete electronic version of the NOI (eNOI) and signed "MS4 SWPPP Acceptance" form, or (ii) Ten (10) business days from the date the Department receives both a complete paper version of the NOI and signed "MS4 SWPPP Acceptance" form. -i. The Department may suspend or deny an owner's or operator's coverage 14 (Part II.C.3.a) have a qualified inspector conduct at least two (2) site inspections in accordance with Part IV.C. of this permit every seven (7) calendar days, for as long as greater than five (5) acres of soil remain disturbed. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. b. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. The soil stabilization measures selected shall be in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. c. The owner oroperatorshall prepare a phasing plan that defines maximum disturbed area per phase and shows required cuts and fills. d. The owner or operator shall install any additional site specific practices needed to protect water quality. e. The owner or operator shall include the requirements above in their SWPPP. In accordance with statute, regulations, and the terms and conditions of this permit, the Department may suspend or revoke an owner's or operator's coverage under this permit at any time if the Department determines that the SWPPP does not meet the permit requirements. Upon a finding of significant non-compliance with the practices described in the SWPPP or violation of this permit, the Department may order an immediate stop to all activity at the site until the non-compliance is remedied. The stop work order shall be in writing, describe the non-compliance in detail, and be sent to the owner or operator. 5. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4, the owner or operator shall notify the regulated, traditional land use control MS4 in writing of any planned amendments or modifications to the post -construction stormwater management practice component of the SWPPP required by Part IIIA. 4. and 5. of this permit. Unless otherwise notified by the regulated, traditional land use control MS4, the owner or operator shall have the SWPPP amendments or modifications reviewed and accepted by the regulated, traditional land use control MS4 prior to commencing construction of the post -construction stormwater management practice 16 (Part II.D) D. Permit Coverage for Discharges Authorized Under GP -0-10-001 . Upon renewal of SPDES General Permit for Stormwater Discharges from Construction Activity (Permit No. GP -0-10-001), an owner or operator of a construction activity with coverage under GP -0-10-001, as of the effective date of GP -0-15-002, shall be authorized to discharge in accordance with GP -0-15-002, unless otherwise notified by the Department. An owner or operator may continue to implement the technical/design components of the post -construction stormwater management controls provided that such design was done in conformance with the technical standards in place at the time of initial project authorization. However, they must comply with the other, non -design provisions of GP -0-15-002. E. Change of Owner or Operator (Part III.A.5) . When property ownership changes or when there is a change in operational control over the construction plans and specifications, the original owner or operator must notify the new owner or operator, in writing, of the requirement to obtain permit coverage by submitting a NOI with the Department. Once the new owner or operator obtains permit coverage, the original owner or operator shal I then submit a completed NOT with the name and permit identification number of the new owner or operator to the Department at the address in Part II.A.1. of this permit. If the original owner or operator maintains ownership of a portion of the construction activity and will disturb soil, they must maintain their coverage under the permit. Permit coverage for the new owneror operatorwill be effective as of the date the Department receives a complete NOI, provided the original owner or operatorwas not subject to a sixty (60) business day authorization period that has not expired as of the date the Department receives the NOI from the new owner or operator. SWPPP does not meet one or more of the minimum requirements of this permit. The notification shall be in writing and identify the provisions of the SWPPP that require modification. Within fourteen (14) calendar days of such notification, or as otherwise indicated by the Department, the owner or operator shall make the required changes to the SWPPP and submit written notification to the Department that the changes have been made. If the owner or operator does not respond to the Department's comments in the specified time frame, the Department may suspend the owner's or operator's coverage under this permit or require the owner or operator to obtain coverage under an individual SPDES permit in accordance with Part II.C.4. of this permit. Prior to the commencement of construction activity, the owner or operator must identify the contractor(s) and subcontractor(s) that will be responsible for installing, constructing, repairing, replacing, inspecting and maintaining the erosion and sediment control practices included in the SWPPP; and the contractor(s) and subcontractor(s) that will be responsible for constructing the post -construction stormwater management practices included in the SWPPP. The owner or operator shall have each of the contractors and subcontractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person shall be known as the trained contractor. The owner or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: "I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations" In addition to providing the certification statement above, the certification page must also identify the specific elements of the SWPPP that each contractor and subcontractor will be responsible for and include the name and title of the person providing the signature; the name and title of the 19 (Part III) Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) A. General SWPPP Requirements A SWPPP shall be prepared and implemented by the owner or operator of each construction activity covered by this permit. The SWPPP must document the selection, design, installation, implementation and maintenance of the control measures and practices that will be used to meet the effluent limitations in Part I.B. of this permit and where applicable, the post -construction stormwater management practice requirements in Part I.C. of this permit. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be submitted to the Department prior to the commencement of construction activity. A copy of the completed, final NOI shall be included in the SWPPP. 2. The SWPPP shall describe the erosion and sediment control practices and where required, post -construction stormwater management practices that will be used and/or constructed to reduce the pollutants in stormwater discharges and to assure compliance with the terms and conditions of this permit. In addition, the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges. 3. All SWPPPs that require the post -construction stormwater management practice component shall be prepared by a qualified professional that is knowledgeable in the principles and practices of stormwater management and treatment. . The owner or operator must keep the SWPPP current so that it at all times accurately documents the erosion and sediment controls practices that are being used or will be used during construction, and all post -construction stormwater management practices that will be constructed on the site. At a minimum, the owner or operator shall amend the SWPPP: a. whenever the current provisions prove to be ineffective in minimizing pollutants in stormwater discharges from the site; b. whenever there is a change in design, construction, or operation at the construction site that has or could have an effect on the discharge of pollutants; and c. to address issues or deficiencies identified during an inspection by the qualified inspector, the Department or other regulatory authority. 5. The Department may notify the owner or operator at any time that the (Part III.A.6) trained contractor responsible for SWPPP implementation; the name, address and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification statement is signed. The owner or operator shall attach the certification statement(s) to the copy of the SWPPP that is maintained at the construction site. If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced, they must also sign the certification statement and provide the information listed above. r For projects where the Department requests a copy of the SWPPP or inspection reports, the owner or operator shall submit the documents in both electronic (PDF only) and paper format within five (5) business days, unless otherwise notified by the Department. B. Required SWPPP Contents Erosion and sediment control component - All SWPPPs prepared pursuant to this permit shall include erosion and sediment control practices designed in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. Where erosion and sediment control practices are not designed in conformance with the design criteria included in the technical standard, the owner or operator must demonstrate equivalence to the technical standard. At a minimum, the erosion and sediment control component of the SWPPP shall include the following: a. Background information about the scope of the project, including the location, type and size of project; b. A site map/construction drawing(s) for the project, including a general location map. At a minimum, the site map shall show the total site area; all improvements; areas of disturbance; areas that will not be disturbed; existing vegetation; on-site and adjacent off-site surface water(s); floodplain/floodway boundaries; wetlands and drainage patterns that could be affected by the construction activity, existing and final contours ; locations of different soil types with boundaries; material, waste, borrow or equipment storage areas located on adjacent properties; and location(s) of the stormwater discharge(s); c. A description of the soil(s) present at the site, including an identification of the Hydrologic Soil Group (HSG); d. A construction phasing plan and sequence of operations describing the intended order of construction activities, including clearing and grubbing, excavation and grading, utility and infrastructure installation and any other 20 (Part I11.B.1 A) activity at the site that results in soil disturbance; e. A description of the minimum erosion and sediment control practices to be installed or implemented for each construction activity that will result in soil disturbance. Include a schedule that identifies the timing of initial placement or implementation of each erosion and sediment control practice and the minimum time frames that each practice should remain in place or be implemented; f. A temporary and permanent soil stabilization plan that meets the requirements of this general permit and the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005, for each stage of the project, including initial land clearing and grubbing to project completion and achievement of final stabilization; g. A site map/construction drawing(s) showing the specific location(s), size(s), and length(s) of each erosion and sediment control practice; h. The dimensions, material specifications, installation details, and operation and maintenance requirements for all erosion and sediment control practices. Include the location and sizing of any temporary sediment basins and structural practices that will be used to divert flows from exposed soils; i. A maintenance inspection schedule for the contractor(s) identified in Part III.A.6. of this permit, to ensure continuous and effective operation of the erosion and sediment control practices. The maintenance inspection schedule shall be in accordance with the requirements in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005; j. A description of the pollution prevention measures that will be used to control litter, construction chemicals and construction debris from becoming a pollutant source in the stormwater discharges; k. A description and location of any stormwater discharges associated with industrial activity other than construction at the site, including, but not limited to, stormwater discharges from asphalt plants and concrete plants located on the construction site; and I. Identification of any elements of the design that are not in conformance with the design criteria in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. Include the reason for the deviation or alternative design 21 (Part 111.B.2.c.iv) that each post -construction stormwater management practice has been designed in conformance with the sizing criteria included in the Design Manual; (v) Identification of any sizing criteria that is not required based on the requirements included in Part I.C. of this permit; and (vi) Identification of any elements of the design that are not in conformance with the performance criteria in the Design Manual. Include the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the Design Manual; d. Soil testing results and locations (test pits, borings); e. Infiltration test results, when required; and f. An operations and maintenance plan that includes inspection and maintenance schedules and actions to ensure continuous and effective operation of each post -construction stormwater management practice. The plan shall identify the entity that will be responsible for the long term operation and maintenance of each practice. 3. Enhanced Phosphorus Removal Standards - All construction projects identified in Table 2 of Appendix B that are located in the watersheds identified in Appendix C shall prepare a SWPPP that includes post - construction stormwater management practices designed in conformance with the applicable sizing criteria in Part I.C.2. b., c. or d. of this permit and the performance criteria, Enhanced Phosphorus Removal Standards included in the Design Manual. At a minimum, the post -construction stormwater management practice component of the SWPPP shall include items 2.a - 2.f. above. C. Required SWPPP Components by Project Type Unless otherwise notified by the Department, owners or operators of construction activities identified in Table 1 of Appendix B are required to prepare a SWPPP that only includes erosion and sediment control practices designed in conformance with Part II1.B.1 of this permit. Owners or operators of the construction activities identified in Table 2 of Appendix B shall prepare a SWPPP that also includes post -construction stormwater management practices designed in conformance with Part 111.6.2 or 3 of this permit. 23 (Part III.B.1.1) and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. . Post -construction stormwater management practice component — The owner or operator of any construction project identified in Table 2 of Appendix B as needing post -construction stormwater management practices shall prepare a SWPPP that includes practices designed in conformance with the applicable sizing criteria in Part I.C.2.a., c. or d. of this permit and the performance criteria in the technical standard, New York State Stormwater Management Design Manual dated January 2015 Where post -construction stormwater management practices are not designed in conformance with the performance criteria in the technical standard, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. The post -construction stormwater management practice component of the SWPPP shall include the following: a. Identification of all post -construction stormwater management practices to be constructed as part of the project. Include the dimensions, material specifications and installation details for each post -construction stormwater management practice; b. A site map/construction drawing(s) showing the specific location and size of each post -construction stormwater management practice; c. A Stormwater Modeling and Analysis Report that includes: (i) Map(s) showing pre -development conditions, including watershed/subcatchments boundaries, flow paths/routing, and design points; (ii) Map(s) showing post -development conditions, including watershed/subcatchments boundaries, flow paths/routing, design points and post -construction stormwater management practices; (iii) Results of stormwater modeling (i.e. hydrology and hydraulic analysis) for the required storm events. Include supporting calculations (model runs), methodology, and a summary table that compares pre and post -development runoff rates and volumes for the different storm events; (iv) Summary table, with supporting calculations, which demonstrates 22 (Part IV) Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS A. General Construction Site Inspection and Maintenance Requirements . The owner or operator must ensure that all erosion and sediment control practices (including pollution prevention measures) and all post - construction stormwater management practices identified in the SWPPP are inspected and maintained in accordance with Part IV.B. and C. of this permit. f'. The terms of this permit shall not be construed to prohibit the State of New York from exercising any authority pursuant to the ECL, common law or federal law, or prohibit New York State from taking any measures, whether civil or criminal, to prevent violations of the laws of the State of New York, or protect the public health and safety and/or the environment. B. Contractor Maintenance Inspection Requirements . The owner or operator of each construction activity identified in Tables 1 and 2 of Appendix B shall have a trained contractor inspect the erosion and sediment control practices and pollution prevention measures being implemented within the active work area daily to ensure that they are being maintained in effective operating condition at all times. If deficiencies are identified, the contractor shall begin implementing corrective actions within one business day and shall complete the corrective actions in a reasonable time frame. 2. For construction sites where soil disturbance activities have been temporarily suspended (e.g. winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the trained contractor can stop conducting the maintenance inspections. The trained contractor shall begin conducting the maintenance inspections in accordance with Part IV.13.1. of this permit as soon as soil disturbance activities resume. :3. For construction sites where soil disturbance activities have been shut down with partial project completion, the trained contractor can stop conducting the maintenance inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post -construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. C. Qualified Inspector Inspection Requirements 24 (Part IV.C) The owner or operator shall have a qualified inspector conduct site inspections in conformance with the following requirements: [Note: The trained contractor identified in Part III.A.6. and IV.B. of this permit cannot conduct the qualified inspector site inspections unless they meet the qualified inspector qualifications included in Appendix A. In order to perform these inspections, the trained contractor would have to 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 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]. A qualified inspector shall conduct site inspections for all construction activities identified in Tables 1 and 2 of Appendix B, with the exception of: a. the construction of a single family residential subdivision with 25% or less impervious cover at 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 in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; b. the construction of a single family home that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; c. construction on agricultural property that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres; and d. construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. . Unless otherwise notified by the Department, the qualified inspector shall conduct site inspections in accordance with the following timetable: (Part IV.C.2.e) a. For construction sites where soil disturbance activities are on-going, the qualified inspector shall conduct a site inspection at least once every seven (7) calendar days. b. For construction sites where soil disturbance activities are on-going and 25 be separated by a minimum of two (2) full calendar days. ;. At a minimum, the qualified inspectorshall inspect all erosion and sediment control practices and pollution prevention measures to ensure integrity and effectiveness, all post -construction stormwater management practices under construction to ensure that they are constructed in conformance with the SWPPP, all areas of disturbance that have not achieved final stabilization, all points of discharge to natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site, and all points of discharge from the construction site. -3. The qualified inspector shall prepare an inspection report subsequent to each and every inspection. At a minimum, the inspection report shall include and/or address the following: a. Date and time of inspection; b. Name and title of person(s) performing inspection; c. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection; d. A description of the condition of the runoff at all points of discharge from the construction site. This shall include identification of any discharges of sediment from the construction site. Include discharges from conveyance systems (i.e. pipes, culverts, ditches, etc.) and overland flow; e. A description of the condition of all natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site which receive runoff from disturbed areas. This shall include identification of any discharges of sediment to the surface waterbody; f. Identification of all erosion and sediment control practices and pollution prevention measures that need repair or maintenance; g. Identification of all erosion and sediment control practices and pollution prevention measures that were not installed properly or are not functioning as designed and need to be reinstalled or replaced; h. Description and sketch of areas with active soil disturbance activity, areas that have been disturbed but are inactive at the time of the inspection, and areas that have been stabilized (temporary and/or final) since the last inspection; (Part IV.C.2.b) (Part IV.C.4.i) the owner or operator has received authorization in accordance with Part II.C.3 to disturb greater than five (5) acres of soil at any one time, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. For construction sites where soil disturbance activities have been temporarily suspended (e.g. winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the qualified inspector shall conduct a site inspection at least once every thirty (30) calendar days. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to reducing the frequency of inspections. d. For construction sites where soil disturbance activities have been shut down with partial project completion, the qualified inspector can stop conducting inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post -construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to the shutdown. If soil disturbance activities are not resumed within 2 years from the date of shutdown, the owner or operator shall have the qualified inspector perform a final inspection and certify that all disturbed areas have achieved final stabilization, and all temporary, structural erosion and sediment control measures have been removed, and that all post -construction stormwater management practices have been constructed in conformance with the SWPPP by signing the "Final Stabilization" and "Post -Construction Stormwater Management Practice" certification statements on the NOT. The owner or operator shall then submit the completed NOT form to the address in Part II.A.1 of this permit. e. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall 26 i. Current phase of construction of all post -construction stormwater management practices and identification of all construction that is not in conformance with the SWPPP and technical standards; j. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment control practices and pollution prevention measures; and to correct deficiencies identified with the construction of the post -construction stormwater management practice(s); k. Identification and status of all corrective actions that were required by previous inspection; and I. Digital photographs, with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report being maintained onsite within seven (7) calendar days of the date of the inspection. The qualified inspector shall also take digital photographs, with date stamp, that clearly show the condition of the practice(s) after the corrective action has been completed. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report that documents the completion of the corrective action work within seven (7) calendar days of that inspection. 5. Within one business day of the completion of an inspection, the qualified inspector shall notify the owner or operator and appropriate contractor or subcontractor identified in Part III.A.6. of this permit of any corrective actions that need to be taken. The contractor or subcontractor shall begin implementing the corrective actions within one business day of this notification and shall complete the corrective actions in a reasonable time frame. 6- All inspection reports shall be signed by the qualified inspector. Pursuant to Part II.C.2. of this permit, the inspection reports shall be maintained on site with the SWPPP. Part V. TERMINATION OF PERMIT COVERAGE A. Termination of Permit Coverage . An owner or operator that is eligible to terminate coverage under this permit must submit a completed NOT form to the address in Part II.A.1 of this permit. The NOT form shall be one which is associated with this permit, signed in accordance with Part VII.H of this permit. 27 28 (Part V.A.2) 2 An owner or operator may terminate coverage when one or more the following conditions have been met: a. Total project completion - All construction activity identified in the SWPPP has been completed; and all areas of disturbance have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post -construction stormwater management practices have been constructed in conformance with the SWPPP and are operational; b. Planned shutdown with partial project completion - All soil disturbance activities have ceased; and all areas disturbed as of the project shutdown date have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post - construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational; c. A new owner or operator has obtained coverage under this permit in accordance with Part II.E. of this permit. d. The owner or operator obtains coverage under an alternative SPDES general permit or an individual SPDES permit. For construction activities meeting subdivision 2a. or 2b. of this Part, the owner or operator shall have the qualified inspector perform a final site inspection prior to submitting the NOT. The qualified inspector shall, by signing the "Final Stabilization" and "Post -Construction Stormwater Management Practice certification statements on the NOT, certify that all the requirements in Part V.A.2.a. or b. of this permit have been achieved. t. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4 and meet subdivision 2a. or 2b. of this Part, the owner or operator shall have the regulated, traditional land use control MS4 sign the "MS4 Acceptance" statement on the NOT in accordance with the requirements in Part VII.H. of this permit. The regulated, traditional land use control MS4 official, by signing this statement, has determined that it is acceptable for the owner or operator to submit the NOT in accordance with the requirements of this Part. The regulated, traditional land use control MS4 can make this determination by performing a final site inspection themselves or by accepting the qualified inspector's final site inspection certification(s) required in Part V.A.3. of this permit. 29 (Part VII) Part VII. STANDARD PERMIT CONDITIONS A. Duty to Comply The owner or operator must comply with all conditions of this permit. All contractors and subcontractors associated with the project must comply with the terms of the SWPPP. Any non-compliance with this permit constitutes a violation of the Clean Water Act (CWA) and the ECL and is grounds for an enforcement action against the owner or operator and/or the contractor/subcontractor; permit revocation, suspension or modification; or denial of a permit renewal application. Upon a finding of significant non-compliance with this permit or the applicable SWPPP, the Department may order an immediate stop to all construction activity at the site until the non-compliance is remedied. The stop work order shall be in writing, shall describe the non-compliance in detail, and shall be sent to the owner or operator. If any human remains or archaeological remains are encountered during excavation, the owner or operator must immediately cease, or cause to cease, all construction activity in the area of the remains and notify the appropriate Regional Water Engineer (RWE). Construction activity shall not resume until written permission to do so has been received from the RWE. B. Continuation of the Expired General Permit This permit expires five (5) years from the effective date. If a new general permit is not issued prior to the expiration of this general permit, an owner or operator with coverage under this permit may continue to operate and discharge in accordance with the terms and conditions of this general permit, if it is extended pursuant to the State Administrative Procedure Act and 6 NYCRR Part 621, until a new general permit is issued. C. Enforcement Failure of the owner or operator, its contractors, subcontractors, agents and/or assigns to strictly adhere to any of the permit requirements contained herein shall constitute a violation of this permit. There are substantial criminal, civil, and administrative penalties associated with violating the provisions of this permit. Fines of up to $37,500 per day for each violation and imprisonment for up to fifteen (15) years may be assessed depending upon the nature and degree of the offense. D. Need to Halt or Reduce Activity Not a Defense It shall not be a defense for an owner or operator in an enforcement action that it would have been necessary to halt or reduce the construction activity in order to maintain compliance with the conditions of this permit. (Part V.A.5) For construction activities that require post -construction stormwater management practices and meet subdivision 2a. of this Part, the owner or operator must, prior to submitting the NOT, ensure one of the following: a. the post -construction stormwater management practice(s) and any right- of-way(s) needed to maintain such practice(s) have been deeded to the municipality in which the practice(s) is located, b. an executed maintenance agreement is in place with the municipality that will maintain the post -construction stormwater management practice(s), c. for post -construction stormwater management practices that are privately owned, the owner or operator has a mechanism in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator's deed of record, d. for post -construction stormwater management practices that are owned by a public or private institution (e.g. school, university, hospital), government agency or authority, or public utility; the owner or operator has policy and procedures in place that ensures operation and maintenance of the practices in accordance with the operation and maintenance plan. Part VI. REPORTING AND RETENTION OF RECORDS A. Record Retention The owner or operator shall retain a copy of the NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form and any inspection reports that were prepared in conjunction with this permit for a period of at least five (5) years from the date that the Department receives a complete NOT submitted in accordance with Part V. of this general permit. B. Addresses With the exception of the NOI, NOT, and MS4 SWPPP Acceptance form (which must be submitted to the address referenced in Part II.A.1 of this permit), all written correspondence requested by the Department, including individual permit applications, shall be sent to the address of the appropriate DOW Water (SPDES) Program contact at the Regional Office listed in Appendix F. 30 (Part VILE) E. Duty to Mitigate The owner or operator and its contractors and subcontractors shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. F. Duty to Provide Information The owner or operator shall furnish to the Department, within a reasonable specified time period of a written request, all documentation necessary to demonstrate eligibility and any information to determine compliance with this permit or to determine whether cause exists for modifying or revoking this permit, or suspending or denying coverage under this permit, in accordance with the terms and conditions of this permit. The NOI, SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any person within five (5) business days of the owner or operator receiving a written request by any such person to review these documents. Copying of documents will be done at the requester's expense. G. Other Information When the owner or operator becomes aware that they failed to submit any relevant facts, or submitted incorrect information in the NOI or in any of the documents required by this permit, or have made substantive revisions to the SWPPP (e.g. the scope of the project changes significantly, the type of post -construction stormwater management practice(s) changes, there is a reduction in the sizing of the post - construction stormwater management practice, or there is an increase in the disturbance area or impervious area), which were not reflected in the original NOI submitted to the Department, they shall promptly submit such facts or information to the Department using the contact information in Part II.A. of this permit. Failure of the owner or operator to correct or supplement any relevant facts within five (5) business days of becoming aware of the deficiency shall constitute a violation of this permit. H. Signatory Requirements i. All NOls and NOTs shall be signed as follows: a. For a corporation these forms shall be signed by a responsible corporate officer. For the purpose of this section, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the 32 (Part VII.H.1.a.i) (Part VII.K.1) corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation; or (ii) the manager of one or more manufacturing, production or operating facilities, provided the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship these forms shall be signed by a general partner or the proprietor, respectively; or c. For a municipality, State, Federal, or other public agency these forms shall be signed by either a principal executive officer or ranking elected official. For purposes of this section, a principal executive officer of a Federal agency includes: the chief executive officer of the agency, or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., Regional Administrators of EPA). . The SWPPP and other information requested by the Department shall be signed by a person described in Part VII.H.1. of this permit or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part VII.H.1. of this permit; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named 33 discharge under this general permit shall be terminated. Applications must be submitted to the appropriate Permit Administrator at the Regional Office. The Department may grant additional time upon demonstration, to the satisfaction of the Department, that additional time to apply for an alternative authorization is necessary or where the Department has not provided a permit determination in accordance with Part 621 of this Title. 2 When an individual SPDES permit is issued to a discharger authorized to discharge under a general SPDES permit for the same discharge(s), the general permit authorization for outfalls authorized under the individual SPDES permit is automatically terminated on the effective date of the individual permit unless termination is earlier in accordance with 6 NYCRR Part 750. L. Proper Operation and Maintenance The owner or operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the owner oroperatorto achieve compliance with the conditions of this permit and with the requirements of the SWPPP. M. Inspection and Entry The owner or operator shall allow an authorized representative of the Department, EPA, applicable county health department, or, in the case of a construction site which discharges through an MS4, an authorized representative of the MS4 receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: Enter upon the owner's or operator's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and 3. Inspect at reasonable times any facilities or equipment (including monitoring and control equipment), practices or operations regulated or required by this permit. 4. Sample or monitor at reasonable times, for purposes of assuring permit compliance or as otherwise authorized by the Act or ECL, any substances or parameters at any location. (Part VII.H.2.b) individual or any individual occupying a named position) and, c. The written authorization shall include the name, title and signature of the authorized representative and be attached to the SWPPP. 3. All inspection reports shall be signed by the qualified inspector that performs the inspection. -. The MS4 SWPPP Acceptance form shall be signed by the principal executive officer or ranking elected official from the regulated, traditional land use control MS4, or by a duly authorized representative of that person. It shall constitute a permit violation if an incorrect and/or improper signatory authorizes any required forms, SWPPP and/or inspection reports. I. Property Rights The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Owners or operators must obtain any applicable conveyances, easements, licenses and/or access to real property prior to commencing construction activity. J. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. K. Requirement to Obtain Coverage Under an Alternative Permit . The Department may require any owner or operator authorized by this permit to apply for and/or obtain either an individual SPDES permit or another SPDES general permit. When the Department requires any discharger authorized by a general permit to apply for an individual SPDES permit, it shall notify the discharger in writing that a permit application is required. This notice shall include a brief statement of the reasons for this decision, an application form, a statement setting a time frame for the owner or operator to file the application for an individual SPDES permit, and a deadline, not sooner than 180 days from owner or operator receipt of the notification letter, whereby the authorization to 34 (Part VII.N) N. Permit Actions This permit may, at any time, be modified, suspended, revoked, or renewed by the Department in accordance with 6 NYCRR Part 621. The filing of a request by the owner or operator for a permit modification, revocation and reissuance, termination, a notification of planned changes or anticipated noncompliance does not limit, diminish and/or stay compliance with any terms of this permit. O. Definitions Definitions of key terms are included in Appendix A of this permit. P. Re -Opener Clause i . 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. . Any Department initiated permit modification, suspension or revocation will be conducted in accordance with 6 NYCRR Part 621, 6 NYCRR 750-1.18, and 6 NYCRR 750-1.20. Q. Penalties for Falsification of Forms and Reports In accordance with 6NYCRR Part 750-2.4 and 750-2.5, any person who knowingly makes any false material statement, representation, or certification in any application, record, report or other document filed or required to be maintained under this permit, including reports of compliance or noncompliance shall, upon conviction, be punished in accordance with ECL §71-1933 and or Articles 175 and 210 of the New York State Penal Law. R. Other Permits Nothing in this permit relieves the owner or operator from a requirement to obtain any other permits required by law. 35 36 APPENDIX A Definitions Alter Hydrology from Pre to Post -Development Conditions - means the post - development peak flow rate(s) has increased by more than 5% of the pre -developed condition for the design storm of interest (e.g. 10 yr and 100 yr). Combined Sewer - means a sewer that is designed to collect and convey both "sewage" and "stormwater". Commence (Commencement of) Construction Activities - means the initial disturbance of soils associated with clearing, grading or excavation activities; or other construction related activities that disturb or expose soils such as demolition, stockpiling of fill material, and the initial installation of erosion and sediment control practices required in the SWPPP. See definition for "Construction Activity(ies)" also. Construction Activity(ies) - means any clearing, grading, excavation, filling, demolition or stockpiling activities that result in soil disturbance. Clearing activities can include, but are not limited to, logging equipment operation, the cutting and skidding of trees, stump removal and/or brush root removal. Construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Direct Discharge (to a specific surface waterbody) - means that runoff flows from a construction site by overland flow and the first point of discharge is the specific surface waterbody, or runoff flows from a construction site to a separate storm sewer system and the first point of discharge from the separate storm sewer system is the specific surface waterbody. Discharge(s) - means any addition of any pollutant to waters of the State through an outlet or point source. Environmental Conservation Law (ECL) - means chapter 43-B of the Consolidated Laws of the State of New York, entitled the Environmental Conservation Law. Equivalent (Equivalence) — means that the practice or measure meets all the performance, longevity, maintenance, and safety objectives of the technical standard and will provide an equal or greater degree of water quality protection. Final Stabilization - means that all soil disturbance activities have ceased and a uniform, perennial vegetative cover with a density of eighty (80) percent over the entire pervious surface has been established; or other equivalent stabilization measures, such as permanent landscape mulches, rock rip -rap or washed/crushed stone have been applied ditches, man-made channels, or storm drains): (i) Owned or operated by a State, city, town, borough, county, parish, district, association, or other public body (created by or pursuant to State law) having jurisdiction over disposal of sewage, industrial wastes, stormwater, or other wastes, including special districts under State law such as a sewer district, flood control district or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization, or a designated and approved management agency under section 208 of the CWA that discharges to surface waters of the State, (ii) Designed or used for collecting or conveying stormwater; (iii) Which is not a combined sewer, and (iv) Which is not part of a Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. National Pollutant Discharge Elimination System (NPDES) - means the national system for the issuance of wastewater and stormwater permits under the Federal Water Pollution Control Act (Clean Water Act). New Development — means any land disturbance that does meet the definition of Redevelopment Activity included in this appendix. NOI Acknowledgment Letter - means the letter that the Department sends to an owner or operator to acknowledge the Department's receipt and acceptance of a complete Notice of Intent. This letter documents the owner's or operator's authorization to discharge in accordance with the general permit for stormwater discharges from construction activity. 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. Performance Criteria — means the design criteria listed under the "Required Elements" sections in Chapters 5, 6 and 10 of the technical standard, New York State Stormwater Management Design Manual, dated January 2015. It does not include the Sizing Criteria (i.e. WQv, RRv, Cpv, Qp and Qf ) in Part I.C.2. of the permit. Pollutant - means dredged spoil, filter backwash, solid waste, incinerator residue, sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand and industrial, municipal, agricultural waste and ballast discharged into water; which may cause or might reasonably be expected to cause pollution of the waters of the state in contravention of the standards or guidance values adopted as provided in 6 NYCRR Parts 700 et seq . on all disturbed areas that are not covered by permanent structures, concrete or pavement. General SPDES permit - means a SPDES permit issued pursuant to 6 NYCRR Part 750 1.21 and Section 70-0117 of the ECL authorizing a category of discharges. Groundwater(s) - means waters in the saturated zone. The saturated zone is a subsurface zone in which all the interstices are filled with water under pressure greater than that of the atmosphere. Although the zone may contain gas-filled interstices or interstices filled with fluids other than water, it is still considered saturated. Historic Property — means any building, structure, site, object or district that is listed on the State or National Registers of Historic Places or is determined to be eligible for listing on the State or National Registers of Historic Places. Impervious Area (Cover) - means all impermeable surfaces that cannot effectively infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots, driveways, roads, runways and sidewalks); building rooftops and miscellaneous impermeable structures such as patios, pools, and sheds. Infeasible — means not technologically possible, or not economically practicable and achievable in light of best industry practices. Larger Common Plan of Development or Sale - means a contiguous area where multiple separate and distinct construction activities are occurring, or will occur, under one plan. The term "plan" in "larger common plan of development or sale" is broadly defined as any announcement or piece of documentation (including a sign, public notice or hearing, marketing plan, advertisement, drawing, permit application, State Environmental Quality Review Act (SEQRA) environmental assessment form or other documents, zoning request, computer design, etc.) or physical demarcation (including boundary signs, lot stakes, surveyor markings, etc.) indicating that construction activities may occur on a specific plot. For discrete construction projects that are located within a larger common plan of development or sale that are at least 1/4 mile apart, each project can be treated as a separate plan of development or sale provided any interconnecting road, pipeline or utility project that is part of the same "common plan" is not concurrently being disturbed. Minimize — means reduce and/or eliminate to the extent achievable using control measures (including best management practices) that are technologically available and economically practicable and achievable in light of best industry practices. Municipal Separate Storm Sewer (MS4) - a conveyance or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, 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, or other Department endorsed individual(s). It can also mean someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided that person has training in the principles and practices of erosion and sediment control. Training in the principles and practices of erosion and sediment control means that the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect shall receive four (4) hours of training every three (3) years. It can also mean a person that meets the Qualified Professional qualifications in addition to the Qualified Inspector qualifications. Note: Inspections of any post -construction stormwater management practices that include structural components, such as a dam for an impoundment, shall be performed by a licensed Professional Engineer. Qualified Professional - means a person that is knowledgeable in the principles and practices of stormwater management and treatment, such as a licensed Professional Engineer, Registered Landscape Architect or other Department endorsed individual(s). Individuals preparing SWPPPs that require the post -construction stormwater management practice component must have an understanding of the principles of hydrology, water quality management practice design, water quantity control design, and, in many cases, the principles of hydraulics. All components of the SWPPP that involve the practice of engineering, as defined by the NYS Education Law (see Article 145), shall be prepared by, or under the direct supervision of, a professional engineer licensed to practice in the State of New York.. Redevelopment Activity(ies) — means the disturbance and reconstruction of existing impervious area, including impervious areas that were removed from a project site within five (5) years of preliminary project plan submission to the local government (i.e. site plan, subdivision, etc.). Regulated, Traditional Land Use Control MS4 - means a city, town or village with land use control authority that is required to gain coverage under New York State DEC's SPDES General Permit For Stormwater Discharges from Municipal Separate Stormwater Sewer Systems (MS4s). Routine Maintenance Activity - means construction activity that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility, including, but not limited to: - Re -grading of gravel roads or parking lots, - Stream bank restoration projects (does not include the placement of spoil material), - Cleaning and shaping of existing roadside ditches and culverts that maintains the approximate original line and grade, and hydraulic capacity of the ditch, - Cleaning and shaping of existing roadside ditches that does not maintain the approximate original grade, hydraulic capacity and purpose of the ditch if the changes to the line and grade, hydraulic capacity or purpose of the ditch are installed to improve water quality and quantity controls (e.g. installing grass lined ditch), - Placement of aggregate shoulder backing that makes the transition between the road shoulder and the ditch or embankment, - Full depth milling and filling of existing asphalt pavements, replacement of concrete pavement slabs, and similar work that does not expose soil or disturb the bottom six (6) inches of subbase material, - Long-term use of equipment storage areas at or near highway maintenance facilities, - Removal of sediment from the edge of the highway to restore a previously existing sheet -flow drainage connection from the highway surface to the highway ditch or embankment, - Existing use of Canal Corp owned upland disposal sites for the canal, and - Replacement of curbs, gutters, sidewalks and guide rail posts. Site limitations — means site conditions that prevent the use of an infiltration technique and or infiltration of the total WQv. Typical site limitations include: seasonal high groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5 inches/hour. The existence of site limitations shall be confirmed and documented using actual field testing (i.e. test pits, soil borings, and infiltration test) or using information from the most current United States Department of Agriculture (USDA) Soil Survey for the County where the project is located. Sizing Criteria — means the criteria included in Part I.C.2 of the permit that are used to size post -construction stormwater management control practices. The criteria include; Water Quality Volume (WQv), Runoff Reduction Volume (RRv), Channel Protection Volume (Cpv), Overbank Flood (Qp), and Extreme Flood (Qf). State Pollutant Discharge Elimination System (SPDES) - means the system established pursuant to Article 17 of the ECL and 6 NYCRR Part 750 for issuance of permits authorizing discharges to the waters of the state. Steep Slope — means land area with a Soil Slope Phase that is identified as an E or F, or 621 of the Environmental Conservation Law (ECL), Article 70. Water Quality Standard - means such measures of purity or quality for any waters in relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et seq. the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA") Soil Survey for the County where the disturbance will occur. Surface Waters of the State - shall be construed to include lakes, bays, sounds, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes, inlets, canals, the Atlantic ocean within the territorial seas of the state of New York and all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt, public or private (except those private waters that do not combine or effect a junction with natural surface waters), which are wholly or partially within or bordering the state or within its jurisdiction. Waters of the state are further defined in 6 NYCRR Parts 800 to 941. Temporarily Ceased — means that an existing disturbed area will not be disturbed again within 14 calendar days of the previous soil disturbance. Temporary Stabilization - means that exposed soil has been covered with material(s) as set forth in the technical standard, New York Standards and Specifications for Erosion and Sediment Control, to prevent the exposed soil from eroding. The materials can include, but are not limited to, mulch, seed and mulch, and erosion control mats (e.g. jute twisted yarn, excelsior wood fiber mats). Total Maximum Daily Loads (TMDLs) - A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. It is a calculation of the maximum amount of a pollutant that a waterbody can receive on a daily basis and still meet water quality standards, and an allocation of that amount to the pollutant's sources. A TMDL stipulates wasteload allocations (WLAs) for point source discharges, load allocations (LAS) for nonpoint sources, and a margin of safety (MOS). Trained Contractor - means an employee from the contracting (construction) company, identified in Part III.A.6., that has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the trained contractorshall receive four (4) hours of training every three (3) years. It can also mean an employee from the contracting (construction) company, identified in Part 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, or someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity). The trained contractor is responsible for the day to day implementation of the SWPPP. Uniform Procedures Act (UPA) Permit - means a permit required under 6 NYCRR Part APPENDIX B Required SWPPP Components by Project Type Table 1 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT ONLY INCLUDES EROSION AND SEDIMENT CONTROLS The following construction activities that involve soil disturbances of one (1) or more acres of land, but less than five (5) acres: • Single family home not located in one of the watersheds listed in Appendix C or not directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions with 25% or less impervious cover at total site build -out and not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E • Construction of a barn or other agricultural building, silo, stock yard or pen. The following construction activities that involve soil disturbances of one (1) or more acres of land: • Installation of underground, linear utilities; such as gas lines, fiber-optic cable, cable TV, electric, telephone, sewer mains, and water mains • Environmental enhancement projects, such as wetland mitigation projects, stormwater retrofits and stream restoration projects • Bike paths and trails • Sidewalk construction projects that are not part of a road/ highway construction or reconstruction project • Slope stabilization projects • Slope flattening that changes the grade of the site, but does not significantly change the runoff characteristics • Spoil areas that will be covered with vegetation • Land clearing and grading for the purposes of creating vegetated open space (i.e. recreational parks, lawns, meadows, fields), excluding projects that alter hydrology from pre to post development conditions • Athletic fields (natural grass) that do not include the construction or reconstruction of impervious area and do not alter hydrology from pre to post development conditions • Demolition project where vegetation will be established and no redevelopment is planned • Overhead electric transmission line project that does not include the construction of permanent access roads or parking areas surfaced with impervious cover • Structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State", excluding projects that involve soil disturbances of less than five acres and construction activities that include the construction or reconstruction of impervious area The following construction activities that involve soil disturbances between five thousand (5000) square feet and one (1) acre of land: All construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. Table 2 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES POST -CONSTRUCTION STORMWATER MANAGEMENT PRACTICES The following construction activities that involve soil disturbances of one (1) or more acres of land: • Single family home located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions that involve soil disturbances of between one (1) and five (5) acres of land with greater than 25% impervious cover at total site build -out • Single family residential subdivisions that involve soil disturbances of five (5) or more acres of land, and single family residential subdivisions that involve soil disturbances of less than five (5) acres that are part of a larger common plan of development or sale that will ultimately disturb five or more acres of land • Multi -family residential developments-, includes townhomes, condominiums, senior housing complexes, apartment complexes, and mobile home parks • Airports • Amusement parks • Campgrounds • Cemeteries that include the construction or reconstruction of impervious area (>5% of disturbed area) or alter the hydrology from pre to post development conditions • Commercial developments • Churches and other places of worship • Construction of a barn or other agricultural building(e.g. silo) and structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State" that include the construction or reconstruction of impervious area, excluding projects that involve soil disturbances of less than five acres. • Golf courses • Institutional, includes hospitals, prisons, schools and colleges • Industrial facilities, includes industrial parks • Landfills • Municipal facilities-, includes highway garages, transfer stations, office buildings, POTW's and water treatment plants • Office complexes • Sports complexes • Racetracks, includes racetracks with earthen (dirt) surface • Road construction or reconstruction • Parking lot construction or reconstruction • Athletic fields (natural grass) that include the construction or reconstruction of impervious area (>5% of disturbed area) or alter the hydrology from pre to post development conditions • Athletic fields with artificial turf • Permanent access roads, parking areas, substations, compressor stations and well drilling pads, surfaced with impervious cover, and constructed as part of an over -head electric transmission line project , wind -power project, cell tower project, oil or gas well drilling project, sewer or water main project or other linear utility project • All other construction activities that include the construction or reconstruction of impervious area or alter the hydrology from pre to post development conditions, and are not listed in Table 1 45 Figure 1 - New York City Watershed East of the Hudson -� EE MAN -4 ` EAST FISHKILL - PAW1-INO ATT ERSONi KENT I •. SOUTHEAST PUT 4Adv1 VALtE' CAPMEL B��iER• N RTH SALEM, (hyIIMER. L•iJ'I� ri.{ _VVISeOR Y '.RI TOW E0FORD J #� RILia MOUN K 1,0 ;a OAS LF_ I .. RTH CAS U - ILEA-S,44T HA S0^4 EOH Watershed APPENDIX C Watersheds Where Enhanced Phosphorus Removal Standards Are Required Watersheds where owners or operators of construction activities identified in Table 2 of Appendix B must prepare a SWPPP that includes post -construction stormwater management practices designed in conformance with the Enhanced Phosphorus Removal Standards included in the technical standard, New York State Stormwater Management Design Manual ("Design Manual"). • Entire New York City Watershed located east of the Hudson River - Figure 1 • Onondaga Lake Watershed - Figure 2 • Greenwood Lake Watershed -Figure 3 • Oscawana Lake Watershed — Figure 4 • Kinderhook Lake Watershed — Figure 5 Figure 2 - Onondaga Lake Watershed 46 C LAY 47 48 Figure 3 - Greenwood Lake Watershed t WARWICK SL I �GREENWOOD E '110sph-wtits WallbrchL-d 49 Figure 5: Kinderhook Lake Watershed SAND LAKE EAST GREEN BUSH e � NAB SCIr3DACK T1 - NEW LEBANON I KINDERI OOK( CHATHAM I I rYi � III VALATIE I I I I I Kinderhaok Lake Watershed Figure 4 - Oscawana Lake Watershed PHIL IP STCW*N KENT PUTNAM'VALLEY r , I I D,S AWANA LAKE _ r' i r� CARMEL Ph osphortis ftwsPed 50 APPENDIX D 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. 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