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Home My WebLink About20171240 Henry St Condos App 12-11-17 [FOR OFFICE USE1 KT OGA CITY OF SARATOGA SPRINGS (Application#) aPLANNING BOARD ter: f ,i: ' rte. El (Date received) ',:' li i' , -- -L'''', `-,,'. 7.)' ci.,,v/.0 '-r City Hall -474 Broadway . 4.. 3L'. Saratoga Springs, New York 12866-2296 /C(,9P,oRATco ' ''`' Tel:518-587-3550 fax:518-580-9480 http://www.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: Pro1 Henry Street Condominiums ' 120 Henrytreet p y Pro ert Address/Location: y 165.52-3-31 T-5 Tax Parcel #: Zoning District: (for example: /6552-4-37) Multi-familyresidential 30 unit Residential units PPro osed Use. Date special use permit granted (if any): 8/10/2017 Date zoning variance granted (if any): NA Is property located within (check all that apply)?: -listoric District f krchitectural Review District 500' of a State Park, city boundary, or county/state highway APPLICANT(S)* OWNER(S) (/f not applicant) ATTORNEY/AGENT Robert Bucher LAGroup Name 18 Computer Drive E, Ste 103 215 Ballard Rd 40 LongAlleyAddress Albany, NY 12205 Gansevoort, NY 12831 Saratoga Springs, NY 12866 Phone 518-426-8880 518-587-9998 518-587-8100 rbucher@designlogicarchitects.com fparillo@wiltontravelplaza.com mbrobston@thelagroup.com Email Identify primary contact person: Applicant 'Owner ✓Agent *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 1 Application Fee: A check for the total amount below payable to: "Commissioner of Finance" MUST accompany this application. 0 Sketch Plan - $250 $ Final Site Plan Approval Residential - $250 plus $150/unit $ 7)650 Non-Residential - $500 plus $100/1,000 SQ. FT. $ Modification Residential - $250 $ Non-Residential - $500 $ Total $ 7,650 Submission Deadline—Check City's website (www.saratoga-springs.org) for application deadlines and meeting dates. Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? YES _ NO_✓_. If YES, a statement disclosing the name, residence, nature and extent of this interest must be filed wit 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, I hereby authorize members of the Planning Board and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Applicant Signature: Date: If applicant is not current owner, owner must also sign. Owner Signature: Date: City of Saratoga Springs-Site Plan Review Application 2 [FOR OFFICE USE1 CITY OF SARATOGA SPRINGS ` (Application#) PLANNING BOARD (Date received) City Hall-474 Broadway '., Saratoga Springs, New York 12866-2296 Tel:518-587-3550 fax:518-580-9480 htt www.sarato a-s rin s.or p// g p g g Rev.12/2015 SITE PLAN REVIEW SUBMITTAL CHECKLIST Project Name: Henry Street Condominiums 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 I. Completed Site Plan Application (3 hard copies -*I w/original signature-and I digital) and Fee 2. SEQR Environmental Assessment Form-short or long form as required by action. 3. Set of plans including: (3) large scale plans (sheets must be 24" x 36", drawn to a scale of not more than I"=50 feet). One digital version of all submittal items (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 13. References to all prior variances or special use permits 14. Existing and proposed contours and spot grades (at 2 foot intervals) 15. Identification of all spoil or borrow areas ❑ Z 1 6. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains, rock outcroppings, etc. D i 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: Matthew Brobston Date: 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. ProProject Name: Henry Street Condominiums J Date: Pro'ect Location / Limits: 128 Henry Street, Saratoga Springs, NY 12866 J Pro'ect Descri tion: Multi unit condominium building J p 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 El Minor arterial El Mixed use collector El Mixed use local El Residential collector El Residential local El Special use street El 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 ® Aub ❑ examples) Existing Transit Operations Do transit facilities exist within the study area, including bus and El El El Closest CDTA bus stop is at Henry St and Lake Ave. train stops/stations? Is the project area on a transit route? (CDTA Service Routes) El El ❑ Project area is near CDTA bus stop. Are there bicycle racks, shelters, or parking for transit riders El El El There are no bicycle racks,shelters or parking for transit riders. available? Existing Access and Mobility Do connective opportunities exist with schools, hospitals, senior El El ❑ care or community centers or persons with disabilities within No schools,hospitals,etc within the project area. project area? Are there gaps inhibiting continuous access between schools, El El El hospitals, senior care, or community centers or persons with No schools,hospitals,etc within the project area. disabilities within project area?" Project Area Context Are there prominent landmarks, recreation, shopping, employment El El El center, cultural centers or other key destinations that offer Close to downtown shopping and restaurants. 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. The City of Saratoga Springs Comprehensive Plan includes the subject property in the CRN-3 (core residential neighborhood -3) classification, which allows multi-family residential use. 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? El El ❑ Bicycle parking proposed inside building parking garage. Pedestrian accommodations? El El ❑ Sidewalk along Henry St adjacent to subject property. Access and Mobility accommodations? El El El Transit accommodations? El El El Truck/freight accommodations? El El El Streetscape elements? El El ❑ Planters(integral w/building) Bike Facilities: Off-roadway bike El Yes EINo LINA Pedestrian Facilities: accommodations Dedicated bike lane YesiNoLINA Sidewalks on both sides of El Yes ■❑No LINA❑ the street Shared-use lane El Yes EINo LINA Striped crosswalks YesLINoLINA Shoulder Yes NoLINAp ❑ ❑ ❑ Geometric modifications Yes NoLINA Acce table actuated trafficLIYes •NoLINA ❑ ❑ p to reduce crossing signal bike detection, including turn lanes distances such as curb signals allow adequate Yes •No •NA extensions (e.g. bulb-outs) Do q ❑ Acceptable provision for YesLINo •NA minimum time forp ❑ greenpedestrian traffic signal bicyclist to safely cross features (e. . ped. buttons) intersection? g Si na a and avement YesLINo •NAPedestrian signage for El Yes ■❑No LINAg g p ❑ crossing &wayfinding markings specific to proposed y g bike facilities Safety islands/medians on 111Yes EiNo LINA Bicycle safe inlet grates EIYes ❑No ❑NAroadways with two or more y traffic lanes in each direction Bicycle parking, eg. bike racks, LI Yes •No LINA bike lockers Enhanced supplemental EI Yes EiNo LINA Transit Facilities: pedestrian treatments at Yes NoLINAuncontrolled marked Transit shelters ❑ ❑ crossings Bus turnouts LI Yes •No LINA g ads Yes •NoLINA Connectivity: Standing p ❑ Are therero osed El Yes EINo LINAHas CDTA been contacted? LIYes •No LINA p p connections to other bike Access and Mobility Facilities: paths, pedestrian facilities, or Adequate sidewalk or paved ❑ Yes EiNo LINA transit facilities? path Are there proposed El Yes EINo LINA Acceptable LI Yes LINo •NA connections to any key consideration/provision for destinations listed on page 1? accessible pedestrian traffic Are there proposed LI Yes EINo LINA signal features connections to Curb ramps, including EIYes LINo LINA neighborhoods? detectable warning Streetscape Elements: surface Are streetscape elements EI Yes LINo LINA Acceptable slope and EIYes LINo LINA proposed such as cross-slope for driveway ramps, landscaping, street trees, sidewalks, crossings) planters, buffer strips, etc? Have conflicts been reduced LI Yes LI No ■❑ NA Pedestrian-level lighting El Yes LINo LINA among pedestrian, bicyclists, and motor vehicles (access Public seating or benches LI Yes LINo •NA management)? Design Standards and Guidelines Design meets guidelines such as described below for LI 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 Cost Estimate for Letter of Credit PB# Project No: 2017017 Project: Henry St Condominiums Location: 128 Henry St Saratoga Springs, New York Date: 12/7/2017 ON-SITE WORK Item Quantity Unit Unit Cost Subtotal Site Preparation and Grading Erosion Control (including silt fence &construction acl 1 LS $2,000.00 $2,000.00 Rough Grading 1 LS $15,000.00 $15,000.00 Hardscape Asphalt Pavement 2,480 SF $3.00 $7,440.00 Concrete Walk 480 SF $5.25 $2,520.00 Cast in Place Concrete Curb 32 LF $18.00 $576.00 Site Amenities Traffic signs 1 LS $750.00 $750.00 Landscaping 1 LS $3,500.00 $3,500.00 Site Utilities 6" HDPE Roof Leader 20 LF $12.00 $240.00 On-Site Total $32,026.00 On-Site Total X.25 $8,006.50 OFF-SITE WORK Concrete Sidewalk 2900 SF $5.25 $15,225.00 Cast in Place Concrete Curb 640 LF $18.00 $11,520.00 Bike Rack 1 EA $600.00 $600.00 6" PVC Sanitary line 14 LF $20.00 $280.00 8" PVC Sanitary Line 145 LF $22.00 $3,190.00 8"x4" Reducer 1 EA $1,500.00 $1,500.00 Fire Hydrant and Valve Assembly 1 EA $4,500.00 $4,500.00 4" Insertion Valve 1 EA $3,500.00 $3,500.00 8" Insertion Valve 2 EA $4,500.00 $9,000.00 8" DIP Waterline 152 LF $32.00 $4,864.00 8x8x4 Tee 1 EA $2,000.00 $2,000.00 Sanitary Manholes 2 EA $3,500.00 $7,000.00 Decorative Street Lights 2 EA $5,500.00 $11,000.00 Shrubs 14 EA $250.00 $3,500.00 Deciduous Trees 6 EA $700.00 $4,200.00 6' Bench 2 EA $750.00 $1,500.00 Connection to SAN MH 1 LS $2,000.00 $2,000.00 As Built Drawings 1 LS $3,500.00 $3,500.00 Off-Site Total $88,879.00 Total Site Work $120,905.00 Letter of Credit Amounts Total off-site work $88,879.00 Total on-site work x .25 $8,006.50 Total $96,885.50 L.O.C. amount $97,000.00 The LA GROUP Landscape Architecture&Engineering P.C. Peopte,Purpose.Nacc, 40 Long Alley Saratoga Springs NY 12866 :518-587-8100 if:518-587-0180 Engineering Reportwww.thelagroup.com Water and Sanitary Sewer For HENRY STREET CONDOMINIUMS 128 HENRY STREET SARATOGA SPRINGS, NEW YORK Planning Board #17.0,0( Prepared For: Robert Bucher 18 Computer Drive East Suite 103 Albany, NY 12205 Prepared By: The LA Group, P.C. 40 Long Alley Saratoga Springs, New York 12866 of NE*. J-0 0 * * Q WO) fc C): Eu 0,- • 4,?c,' OD sZq ‹eif 0FiesssA December 11, 2017 I. Project Description The Henry Street Condominium project consists of a proposed subdivision of the parcel currently occupied by Four Seasons Natural Foods on Henry Street. As a part of the subdivision, a new condominium building to house 24 units, with 49 total bedrooms, is proposed. The first floor of the building will be parking. II. Existing Water and Sanitary Sewer Utilities The portion of the lot where the proposed work will be completed does not currently receive water or sanitary service, since it is currently undeveloped. Municipal water service is available from the City of Saratoga Springs. A 4-inch diameter water main is located along the western side of Henry Street. The 4-inch main connects tees into 8-inch main at the intersection of York Street. Municipal sanitary sewer service is also available from the City of Saratoga Springs at the corner of York Street and Henry Street, where a sanitary manhole is located. The gravity sewer pipe inverts entering and exiting the manhole are both 8-inches in diameter. This sanitary line eventually connects to the Saratoga County Sewer District No. 1 (SCSD), where it ultimately is directed for conveyance and treatment at the SCSD wastewater treatment plant in Mechanicville. III. Projected Water and Wastewater Flows The table below provides information on the anticipated wastewater flow rates for the project: Description Use Rate Total Use (49) 1-bedroom units 110 gpd/units 5,390 gpd Total 5,390 gpd Average daily flow for wastewater is estimated to be 3.74 gallons per minute (gpm) based on a 24 hour day. Estimated peak hourly flow is 15.7 gpm(4.2 x average).2 Average daily demand for water is estimated to be approximately equal to the wastewater flow or 3.74 gpm. Instantaneous peak demand is estimated at 3.0 gpm3 for each unit giving a total instantaneous demand of 147 gpm. 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 3.74 gallons per minute (GPM) over the 24 hour period. • Max Day Demand is 7.48 gallons per minute (GPM) based on twice the average. • Peak Hourly Flow is 15.7 gallons per minute (GPM)based on 4.2 times the average. • Fire Flow Demand is 1,000 gallons per minute (GPM) per ISO guidelines. IV. Proposed Water and Wastewater Utilities Proposed Water Utilities To service the project, the existing 4-inch main in Henry Street will be replaced with an 8-inch ductile iron water main along the frontage of the property to provide domestic service to the building. It is anticipated that the units will have fire protection via a fire sprinkler system. For a building protected by an automatic fire sprinkler system, the ISO states: "The NFF for residential occupancies (such as apartment buildings, lodgings and rooming houses, board and care facilities, hotels, motels and dormitories)protected by an automatic fire sprinkler system installed in accordance with the general criteria of NFPA 13R, Standard for the Installation of Sprinkler Systems in Residential Occupancies up to and including Four•Stories in Height, is the demand at the base of the automatic sprinkler riser". "The minimum NFF is 1,000 gpm at 20 psi for a duration of 2 hours". Using the minimum given by ISO, the NFF for this facility is 1,000 gpm. 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 Wastewater Utilities For sanitary sewer collection, an 8-inch gravity sanitary sewer main will be extended down Henry Street. This gravity sewer will be owned and maintained by the City of Saratoga Springs. The project proposes connection to this manhole via a 6-inch lateral. The lateral will be installed at a minimum 2.0% slope to ensure adequate pipe cleansing. Notes 1. From Table 1,Appendix 75-A Wastewater Treatment Standards-Residential Onsite Systems (110 gallons per day per bedroom) 2. From Figure 1, GLUMRB Recommended Standards for Wastewater Facilities Q= (18 +P%)±(4 +P%)where P=population in thousands 3. From Tables XIV Community Water Systems Source Book,Ameen (3.0 gpm/residence) Full Environmental Assessment Form Part.1-Project and Setting Instructions for Completing Part 1 Part I is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A& B. in Sections C, D& E, most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section J allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. Name of Action or Project: The Moderne Saratoga Project Location(describe,and attach a general location map): 128 Henry Street,Saratoga Springs,NY BriefiTiescription of Proposed Action(include purpose or need): Nev Construction of a 30 unit residential condominium building - Telephone: Name of Applicant/Sponsor: 518-426-8800 Robert Bucher Jr E-Mail: rbucher@designlogicarchitects,com J Address:18 Computer Drive Suite 103 CitY11)°:Albany State:NY Zip Code: 12205 Project Contact(if not same as sponsor;give name and title/role); Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if riot same as sponsor): Telephone: 518_584_1444 Frank Parilla E-Mail: fparlilo@l6saratoga_corn Address: 215 Ballard Road -_ LCity/130: wilton State: NY Zip Code:12831 Page 1 of 13 RESET FORM B.Government Approvals B.Government Approvals Funding,or Sponsorship. (-Funding" includes grants,loans,tax relief arid any other forms of financial assistance.) _____________ Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council, Town Board, ElYesEiNo or Village Board of Trustees b.City,Town or Village ElYesENo Saratoga Springs Planning Board 8/17 Planning Board or Commission c, City Council, Town or ElYesgfiNo Village Zoning Board of Appeals d. Other local agencies 0YesEN0 Saratoga Springs Design Review Commission e.County agencies gnYesENo Saratoga County Planning Board 1. Regional agencies ENes1231\lo 1.., g.State agencies ElYes 0 No h.Federal agencies ElYesaiNo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ElYesO1"10 If Yes, ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? DieesiZNo ill. Is the project site within a Coastal Erosion Hazard Area? CI YesgiNo C. Planning and Zoning 1. Planning and zoning actions. ____ [-Will administrative or legislative adoption,or amendment of a plan, local law,ordinance,rule or regulation be the 0YesIZNo only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C, F and G. * If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land .,_ use plans. a. Do any municipally- adopted (city,town, village or county)comprehensive land use plan(s)include the site ElYes0No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action OYcsIZINo would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway EriesEINo Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes, identify the plan(s): -- - c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ElYesONo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 RESET FORM C.3. Zoning a, Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. 10 YesEINo If Yes,what is the zoning classification(s) including any applicable overlay district? T-5 Neighborhood Center _ b. Is the use permitted or allowed by a special or conditional use permit? Wil YesID No c.Is a zoning change requested as part of the proposed action? Ei Yes ON° If Yes, 1 What is the proposed new zoning for the site? . C.4.Existing community services. a.In what school district is the project site located?Saratoga Springs 1 b.What police or other public protection forces serve the project site? Saratoga Spregs Policartment, c. Which tire protection and emergency medical services serve the project site? Saratoga Springs Fire Department - d.What parks serve the project site? All Parks within the City of SaratmApprin - _ D. Project Details 1 D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential, industrial,commercial, recreational; if mixed,include all components)? Residential b. a.Total acreage of the site of the proposed action? ,47 acres b.Total acreage to be physically disturbed? .47 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .47 acres c. Is the proposed action an expansion of an existing project or use? 0 Yes El No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: _ d. Is the proposed action a subdivision,or does it include a subdivision? PlYes EINo If Yes, i. Purpose or type of subdivision?(e.g.,residential, industrial,commercial;if mixed, specify types) Subdivision U. Is a cluster/conservation layout proposed? Eyes No iii. Number of lots proposed? 2 iv, Minimum and maximum proposed lot sizes? Minimum .47 Maximum 1.25 e. Will proposed action be constructed in multiple phases? ID Yes0No i. If No,anticipated period of construction: 12 months a. If Yes: • Total number of phases anticipated 8 Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases. including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 RESET FORM _i f.Does the Project include new residential uses? Oes[]No If Yes, show numbers of units proposed. lrlr Multiple Family(four or more. One 1'wo F Three Fact Initial Phase At completion 30 of ail phases g, Does the proposed act iorl include new noa-residential construction(including expansions)? E]YesoNo If Yes, L Total number of structures W1"dth; and length ii. Dirrier)sions(in feet)of largest proposed structure: height,- square feet , Approximate extent of building space to be heated or cooled: & [J Yes 0 No h. Does the proposed action-include construction or other activities that will result in the impoundment of any liquids,such as creation of awater supply,reservoir,pond,lake,waste lagoon or other swrage9. If Yes., i, Purpose of the impoundment: it. If a water irnpoundment�the principal source of the water: E]Ground water[]Surface water streams❑Other specify: iii. If other than water, ide�tify the type of impounded/contained liquids and their source. ' of the proposed impoundment. Volume: m,*-Ilion gallons;surface area: acres iv. Approximate size v. Dimensions of the proposed dam or impounding structure: height; length v'. Construction method./materials for the proposed dam or impounding structure (e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? LjYesoNo fw (Not including general site preparation,gradin g or installation of utilities or oundations here all excavated materials will remain onsite) If Yes: I-What is th e p u rpose of the excavation or died in ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? 4 Volume (specify tons or cubic yards): Over what duration of time? W. Describe nature,and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. —0 No Iv. Will there be onsite dewatering or processing o f excavated materials? ❑ides If ye.s,describe. v. What is the total area to be dredged or excavated? acres A What is the maximum area to be worked at any one time? acres VI'lf. What would be the maximurn depth of excavation or dredging? feet []Yes o viii. Will the excavation require blasting? ix. Summarize site reclamation.goals and plan: of or encroachment []Yesg]No It in alteration of,increase or decrease in sire b. Would the proposed action cause or result into any existing wetland,waterbody,shoreline,beach or adjacent area? If' es: L Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 RESET FORM f or zi. Describe. how the proposed action would affect that waterbody or wetland, e.g. excavation, filL placement ostructures, alteratk-)n of channels, banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: M iv. Will proposed action cause or result In disturbance to bottom sedimems? if Yes, describe- moval of aquatic vegetation? Will proposed action cause or result in the destruction or re If Yes: • acres of aquatic vegetation proposed to be removed expected ;acreage of aq u at i c vegetat ito n proposed to b e re ni ori ed ive species at access): purpose of proposed removal (e.g. beach clewing, invas' control, • proposed method of plant removal: y oduct(s)- If chernical/herbicide treatment will be used, specif pr v. Describe any proposed reclamation/mitigation folic) wing disturbance: c. Will the proposed action use, or ci-eate a new demand for water? If Yes: 7 700 gallons/day i. Total anticipated water usage/demand per day: ii. Will theproposed action obtain water from an existing public water supply? if Yes: ® YesE] No El Yes[--] No VIYes. EIN o 93'es ONo N Name of district or service area: �prinqs e the proposal? W] YesCl No Does the existing public. water supply have capacity to Sery 2] Yes[:] No Is the prcJeCt site in the existing distriW OYesONo is expansion of the district needed? V1 YesE—] No 4ii. ill ln Do existing lines serve the project site? supply the p 'ect? E]YesO�mlo I Wie extension within an existing district be necessary to r0i If Yes: Describe extensions or capacity expansions proposed to serve this project: 0 our of supply for the district, Sphngs & iv. Is a new water supply district or service area proposed to be formed to serve ihe project site? YesW]No If, Yes: 6 Applicant/sponsor for new district: 0 D ate app 11 c at 1 o n subm fitted or antic ipated: a Proposed source(s) of supply,, for new district: V. If apublic water supply wi I I not he Used, describe plans to provide water supply for the project: ivate), maximum pumpint',', capacity: gal loris/minute. vi. If water supply will be from wells (public or pri MMMMMMMMMMM� d. Will the proposed action generate liquid wastes? OYesF.]No If Yes: 6, 1. Total anticipated liquid waste generation per day. 930 gallons/day all components ii. Nature of liquid wastes- to be generated (e.g., sanitary wastewater, industrial; if combination, describe i and approximate volumes or proportions of each): Sa 0 ri Malgly to the S wer District #1 H1, Will the proposed action use any existing public wastewater treatment facillifies? JZ]YesoNo If Yes: c Name of wastewater treatment plant to be, used. Saratoga County Sewer Distrit #1— Name of district: Saratoga county Sewer Distdct Does the existing astewater treatment plant have capacity to serve the pro, wect? 23Ye E]No Is the project site in the existing distriCt? OyesElNio [:]Ye.sV]No Is expansion of the district needed? Page 5 of 13 RESET FORM R=- • Do existing sewer lines serve the project site? • W i Il I i rye extension within an existing district be necessary to serve t he project If Yes: a Describe extensi011'S Or Capacity expansions proposed to serve this project: N, Will a new wastewater (sewage) treatment district be foamed to serve the project Site? If Yes.. OYes [3No []YesoNo 0YesV3T\o Applicant/sponsor for new district: Date application submitted or witicipated: What is the receiving water for the wastewater dischargO. v. If public facilities will not be used, describe plans to provide wastewater treatment for the project, including specifying proposed receiving water (name and classification 'I f surface discharge, o r describe subsurface d1sposa] plans): J!i. Describe any plans or designs to capture, recycle or reuse liquid waste: e. Will the proposed action disturb more than one acre and create stormwater runoff, either from new point E]YesONo sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stonnwater) or non -point source (Le. sheet flow) during construction or post construction? If Yes: How much imperyious surface will the project create in relation to total size ol'project parcel? Square feet or acres (impervious surface) Square feet or acres (parcel size) U. Describe types of new point sources. iii. Where will the stormwater runoff be directed ('.e. on-site stormwater management facility/structures, adjacent properties, groundwater, on-site surface water or off-site surface waters)? • If to surface waters, identify receiving water bodies or wetlands: 0 Will stormwater runoff flow to adjacent properties? [:]Yes[-] No iv. Does proposed plan minimize impervious surfaces, use pervious Materials or collect and re -use stormwater9 El YesE]No F. Does the proposed action include, or will it use on-site, one or more sources of air- emissions, including fuel [3YesoNo combustion, waste incineration, or other processes or operations? If Yes, identify: 1. Mobile sources during pToject operations (e.g., heavy eq ti i pment. fl cet or del i very vehicles) U. Stationary SOUrces during construction (e.g., power generation, structural beating, batch plant, crushers) iii. Stationary sources during operations (e.g... process emissions, large boilers, electric generation) g. Will any air emission sources named in D.21 (above), require a NY State Air Registration, Air Facility Permit, []YesV]No or Federal Clem Air Act Title IV or Title V Perin it? If' es: 1. Is the project site located in an Air quality non -attainment area? (Area routinely or periodically fails to meet E]Yes 0 No ambient air quality standards for all or some parts of the year) ii- Inaddition to emissions as calculated in the application, the pr1DJ'cct will generate+ Tons year (short tons) -of Carbon Dioxide (CO2) `Tns/year (short tons) of Nitrous Oxide (N-vO) • —Tons/year (short tons) of Perfluorocarbons (11"CO Tons./year (short tons) of Sulfur Hexafluoride (SF ,,) Tons/year (short tons) of Carbon Dioxide equivalent of Hydroflourocarbons (HFCs) Tons/year (short tons) of Hazardous Air Pollutants (HAPS) ,Page 6 of 13 1 RESET FORM h. Will the proposed action generate or emit methane (including, but not limited to, sewaae treatment plants, El YeSO N 0 landfills, cornposting facilities)? If Yesd. i., Estimate methane generation in tons/ ear (rnetric)- ii. Describe any methane capture, control or elimination measures included in project design (e.g., combustion to generate heat or electricity, flaring): � Will the proposed action result in the release of air pollutants from open-air operations or proceses. suc 1i I sh as Elest No quarry or landfill operations? If Yes-, Describe operations and nature of emissions (e.g., diesel exhaust, rock padiculates/dust): Will the proposed action result in a substantial increase in traffic above present levels or generate substantial J i []YesoNo rose demand fo r transportat i on fac i I i ti es o r sery i ces9 If Yes- +Evening E]Weekend 1. When is the peak traffic expected (Check all that apply): El Momi ng El El Randomly between hours of to if'. For commercial activities only, projected number of semi-trailer truck tripsiday: Ul. Parking spaces., Existing Proposed Net increase/decrease, ❑`�'es❑No iv. Does the proposed action include any sharSC. ed Uparking? v. I f the proposed action includes any modification of existing roads, creation of new roads or change in ex i st i n g access., describe: Vi. Arepublic/pnivat-e transportation sere iceor facilities available within 1/2 m1le of the proposed site? ❑'des❑ No vii 'dill the proposed action include access to public transportation or acco iii modations ror use of hybrid, electric [:]Yes[:] No or other alternative fueled vehicles? vin, Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing [:]Yes[] No pedestrian or bicycle routes? k. Will the proposed. action (for commercial or industrial projects only) generate new or additional deniand Myeso No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action': ity for the project (e.g., on-site. combustion, on-site renewable, via grid/local utility. or Usources/supplist's of lectriel . Anticipated e other): iii. W11 I the proposed action reqUire a now, or an upgrade to, an existing substation? ❑Yes❑NO 1. Hours of operation.' Answer all items which apply. i. During Construction'. +i, During Operationsd • Monday - Friday: 7 am a Monday - Friday: 24 hours 0 Saturday: 24 hours • Saturday: 9 am- 5 pm 0 Sunday: 24 hours 0 Sunday.-, closed 0 Holidays: 24 hours a Holidays: closed Page 7 of 13 RESET FORM m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, 6(J �)es LJ No operation, or both? If yes-, i, Provide details Including sources, time of day and duration: Qqr construction hours ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen?. 1:1 Yes No Describe: n- Will the proposed action have outdoor liflit ing"? 0 Yes D No If yes: i, Describe source s), location(s), height of fixture(s), direction/aim, and proximity to nearest occupied structures: -Outdoor lighfinq will be wall mounted at various heights but will exceed dark sky compliant conditions ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen.) El Yes0 [No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? if Yes, -describe possible sources, potential frequency and duration of odor emissions., and proximity to nearest occupied structures: p. Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,1 0 gallons) El Yes ONo or chemical Products (185 gallons in above ground storage or anmun aot in underground storage)? C� If Yes: t. Product(s) to be stored I i i i1.Volurne(s) per unit time (e.g., month, year) iii. Generally describe proposed storage facilities: — q+ Will the proposed action (commercial, 'Industrial and recreational proiws only) use. pesticides (i.e., herbicides, [:)Yes ONo insecticides) during construction or operation? If Yes: i, Describe proposed treatment(s): ii. will the roused action use. Integrated Pest Management Practices? El Yes E]Noon icommercial or industrial -eqUirc the nianagernent. or disposal Yes VINo act(projects only) involve r i o r. Will the proposed of solid waste (excluding hazardous materials)? If Yes: i. Describe any .;olid waste(s) to be generated during construction or operation of the Facility: Construction: tons per (unit of time • Operation tons per (unit of time) . escre any proposals for ii -site minimition, recycling or reuse of materials to avoid disposal as solid waste: 11Diboza Construction: Operation: iii, Proposed disposal methods/facifities for solid waste generated on-site: 0 Construction'. Openalloii*+ Page 8 of 13 RESET FORM s. Does the proposed action include construction or modification of a solid waste management facility? D Yes 0 No 4=1 If Yes: j, Type of management or handling of waste proposed for the site (e.g., recycling or transfer station, composting, landfill., or other disposal activities): ii. Anticipated rate of disposal/processing: Tons/month, if transfer or other non- ombustion1thermal treatment, or Tons/hour, if combustion or thermal treatment iii- If Landfill, anticipated site life: years t.Will proposed action at the site involve the commercial generatim treatment, storage, or disposal ol"hazardous waste? If Yes: . Name(s) of all hazardous wastes or Qonstituents to be generated, handled or managed at facility: li, Generally describe processes or activities involving hazardous wastes or constituents. Iii. Specify amount to be handled or generated - tolls/month .1 - iv Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: YesoNo tyq UYesUNo v, W i I I any hazardous wastes be d i sp c sed at an existing o ffs ite hazardous waste fac i I I If Yes- provide name and location of facility: If No- dCSCTi'be proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: I E. Site and Setting of Proposed Action EA. Land uses on and surrounding the project site a. Existing land uses. .i. Check all uses that occur on,., adjoining and near the project site. Urban 13 -industrial [] Commercial [I Residential (suburban) Rural (non-farm) Forest ❑lture [3Aquatic E]Other (specify) iL If MiX Of LISeSI generally describe: b. Land uses and covertypes on the project site. Land use or Current Acreage After Change Coverty Pe Acreage Project Completion (Acres -!-/-) Roads, buildings, and other paved or impervious .44 +.44 surfaces a Forested 0 Meadows, grasslands or brush la.nods (non- 47 -44 agricultural, incl udiiicy abandoned agricultural) & Agricultural (includes active orchards, field, greenhouse etc.) 0 Surface water features (lakes, ponds, Streams, rivers, etc.) a Wetlands (freshwater or tidal) a Non -vegetated (bare rock, earth or fill) 0 Other Describe: Page 9 of 13 1 RESET FORM cJs the project site presently used by members Ofthe COMMUffity for public recreation? E1Ycs1DNo i. If Yes: explain. d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals. licensed E YesON-o day care centers, or group homes) within 1500 feet of the project site? If Yes, W L ldentifFacilities: e. Does the project site contain an existing dam? E1YesW1No If Yes: i, Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • S-urface area: acres • Volume impounded: gallons OR acre-feet. h. Dam's existing hazard classification: tit. Provide date and SUMMarize results of last inspection: f, Has the project site ever been used as a municipal, commercial or industrial solid waste man anent facility, Yes too 4t facility? or does the project site adJ'oitn property which is now, or was at one time,, used as a solid waste managernen If Ycs: t. Has the facility been formally closed? es[:] N E]Yo a If Yes, Cite sou rcest docung ant ation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities - g. Havc hazxdous wastes been generated, treated andlor disposed of at the site. c)r does the project site adjoin E]Yesg]No property which is now or was at one time used to commercially treat., store and/or dispose of hazardous waste? If Yes - i. Describe waste(s) handled and waste management act ivil ties, i nc I u d in g app rox i mate time w hen activities occurred h. Potential contamination history, Has there been a reported spill at the proposed project site, or have any 0 yeso No remedial actions been conducted at or adjacent to the proposed site.' If Yes*.. i. Isany portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site [:]Yes[:]No .exited 1 atio n d arab ase? Check al I tai at app ly: E] Yes —Spills Incidents database Provide DEC ID number(s); Yes — Environmental Site Remediation database Provide DEC ID number(s)- Neither database It . I f s i to has been subj ect of RCRA corrective activities, describe control measures; _ W. Is the project within 2000 feet of any site in the lEC Environmental Site Remediation database. ElYes[] No If yes, provide DEC ID number(s): iV, If YeS to (i), or (iii) above., describe current status of site(s): Page 10 of 13 RESET FORM v. is the project site subject to an institutional control I Mi iting property uses? [:1 YcsV1 No 0 If yes, DEC site ID number: Describe the type of institutional control (e.g., deed restriction or easement).. • Describe any use limitations - a, • Describe any engineenng controls: • WH I the project affect the i n.stitutional or en-gineering controls in place? 0 YesE]No 0 Explain: E.2. Natural Resources On or Near Project Site a. What is the avera gge depth to bedrock on the project site9 feet b. Are there bedrock outcroppings on the project site? If Yes, what proportion of the site is comprised of bedrock outcroppings? c. Predom i nant soil type(s) present on project site: Deerfield Loamy fine sand 60% Windsor Loamy sand 40 % d, What is the average depth to the water table an the project site Average- 5 +/- feet a of e. Drainage status of project site soils.:0 Well Drained: % site 91 Moderately Well Drairiedf 100 % of SAC D Poorly Drained % of site ,mate proportion of proposed action site with slopes: 91 o-1 0%4. 10 % of site f. Approxi 0 10-15%: 25 % of site 0 15% or greater; 65 % of site g. Are there any unique geologic features on the project site? If Yes, describe: E]ye.-SmN'o YesVINo h. S u rfacc. water features. E]YesVINo site contain wetlands or other waterbodies (including streamss rivers, 'ect r0i t. Does any porton of the p ponds or lakes)? ct site? ��Fesg]No ii. Do any wetlands or other waterbodies adjoin the proje i [f yes to either i or ii, continue. if No, skip to E.2J. rbodies within or adjolmnor the project site regulated by any federal, � �� iii. Are any ofthe wetlands or wale state or local agency? iv. For each identified regulated wetland and waterbody on the project site, provide the following information - 0 Streams, Name Classification 0 Lakes or Ponds: Name Classification a Wetlands: Name Approximate Size a W etland Io. (If regulated by DEC) ty-impaired dYes os�o v. Are any of the above water bodies listed in the most recent compilation of NYS water quali -vvaterbodies? if yes.. name of impaired water body/bodies and basis for fisting as impaired: i. Is the Project site in a designated Flood ay? i. Is the project site in the 100 year Floodplain? 'k. Is the project site in the 500 year Floodpiain? 1. Is theproject site located Over, or Immediately adjoining, a primary., principal or sole source aquifer? If Yes: i. Name of aquifer: 0yes0 []Yes e ayes 0,No E �" e S ON 0 Page I I of 13 RESET FORM in, ldentify t1lie predominant wildlife species that occupy or use the project site: urban and suburban wildlife reptile, birds, and insects n. Does the project site contain ;a designated significant natural community? 0 Yes ON 0 If Yes: i. Describe the habitat/community (composition, function, and basis for designation): fl. Source(s) of description or evaluation: iii- "Extent o f com r un It /ha b flat: .0 Currently- acres 0 Following completion of project as proposed: acres 0 Gain or loss (indicate + or acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as D YesONo endare ocred or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? p, Does the project site contain any species of plant or animal that Is listed by NYS as rm, or as a species of 0YesgflNo special concern? q. Is the prq:lect site or adjoining area currently used for hunting, trapping, fishing or shell fishing? []Yeso if yes, give a brief description of how the proposed action may affect that use; E.3. Designated Public Resources On or Near Project Site a. Is the project site, or any portion of it, located in a designated agricultural district certified pursuant to O es o Agriculture and Markets Law, Article 25 -AA, Section 303 and 304? If Yes., provide county plus district name/number. b+ Are agricultural lands consisting of highly productive soils present? [—]Yes [Z]No i. [f Yes: acreage(s) an project site? if, Source(s) of soH rating(s): c. Does the project site contain all or part of, or is it substantially contiguous to, a registered National []YesoNo Natural Landmark? If'' es.. i, Nature of the natural landmark: Biological Community El Geological Feature U. Provide brief description of landmark. including values behind designation -and approximate. size/extent: d. Is the pmject site located in or does it adjoin a state listed Critical Environmental Area'.) E]Yes2]No If Yes: i. CEA name. U. Basis for designation: iii. Designating agency and date.: Page 12 of 13 RESET FORM I e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district 0 YeZ No which is listed on, or has been nominated by the NYS Board of Historic Preservation for inclusion on, the State or N at I o n al Re ginter of Hi sto ril c lel aces? If Yesd- 4 Nature of historic/archaeologicai resource: 0 Archaeo logical Site 0 H i stonic Building or District ii, Name: iii. Brief description of attributes on which listinry is based: k. -- C Is theproject site, or any portion of it, located in or adjacent to an area designated as sensitive for E]YesoNo archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? g. Have additional archaeological or historic sites) or resources been identified cm the project site? E]YesoNo If Yes: i. Describe possible resource(s): ii. Basis for identification'. h. Is theproject site within five miles of any officially designated and publicly accessible federal, state, or local ❑i�esg]No scenic or aesthetic resource? If Yes: J. Identify resource: ii. Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway, etc )# iii. Distance bctween project and resource: miles. I Ithe idor under the Wild, Scenic and Recreational Rivers C Yes9l No s project site located within a designated river cor Program 6 NYCRR 666? If Yes: i. Identithe name of the river and its designation, i4 Is the activity consistent with development restrictions contained in 6NYCRR Fart 666? E] Yes E]No F. Additional Information Attach any additional infonnation which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal, please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the Information provided is true to the best of my knowledge. Date 7 z/ Z-617 AviDlicant/Sponsor Name 2 23 " (14 Cie -7// L --7 Signature Title PRINT FORM Page 13 of 13 RESET FORM r- •��1•• VJ } }} N_ U Q F O of l VJ N w Fo J Z w o o U O J O 7 Z w z a Q O W Om J Q O tL�WO } 0 z (n wZ�O Q �J Z ZZ CLJ Y Otr Q �� HO Ja ¢ wo cot (L .8z zw c}io� F o wowm '� ZO Z J Ow -w w wm z Iw OUT 0 M w 0w waN� 0 W a ww O� 00 Qww 3 FQ ta.l} Q QtLM QL, Qtr CL UUU Yz Qm w of tL F- F-0 HO LLZZ Ow opo oz rn c' J? �(ez WpZ a 00 0 a� w E o mm • r� ' \ VCV CL o mw =a�0� z N LLI (n Q~ ~ON U� Z WZ �w =_ }~ Q YZ tLLj o Q =ULLj �_Nz 0 m 300 mu H � 3QW T�^/� V1 O LLI mF of m 0m FaD�a wz �O m New C/� I- rd �_ (n U W L'-jO wC.!) c ~} J JAZ •�•-� Q = mK Om0Ip LL d? 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RID C) c Z zz � L� ZC� <0 < Z 0 0 UmU MOMCD(Dom>- C) m O CD z �ai 2i < 0' < N:7 7, MIof 0 LU w (]3,dlrC3d SV d3AOO z 0 z U) < LLI LU 77/ �7 w < fr w0 www" , w <0 >I 4 -q\>T < �5 w < /ui ii P > su) < ww :W7 OZ WZ - —:7 0 0 Iz pj IL U) < wo 0 = K U) W \ � 02 < C) 10 0H 0 LLF- C) 2 < z >eanO z0 C, JO 30vi F - w X - < 9 (338m)3J sv A2Jn8 80 HON3)A 11 Lu 0 ll r i i i F- F- W O �,= < �.� x -W LL, > 0 '0 0. ZW w Op LLI Z W < LL, O < < LL W M U) Z Lu U) N W of > 0,200 Z, CY Z �3 CO > LU LL, 0 ai (K x Ol C < w co I Lu O ca 0 0 W< co LL Lc�l The LA GROUP Landscgi pe Arch itect u re & Erigi rieemig P C. 40 Long Alley p: 518-587-8100 Saratoga Springs J.- 518-58-e-0180 NY 12866 vvvvvv.thelagr0LIP.001II Stormwater Pollution Prevention Plan for: Henry Street Condominiums Owner/Operator(s): Robert Bucher 18 Computer Drive E, Ste 103 Albany, NY 12205 518-426-8880 SWPPP Contact(s): The LA Group, PC 40 Long Alley Saratoga Springs, NY 12866 1-518-587-8100 1-518-587-0180 SWPPP Preparation Date: December 11, 2017 Table of Contents 1.0 PERMIT OVERVIEW AND REQUIREMENTS.....................................................................1 1.1 PERMIT OVERVIEW...................................................................................................................... 1 2.0 SWPPP REVIEW, UPDATE.......................................................................................................1 2.1 SWPPP REVIEW.......................................................................................................................... 1 2.2 SWPPP 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.................................................................................................. 6 5.0 POST CONSTRUCTION STORMWATER MANAGEMENT PRACTICES ...................... 6 5.1 STORMWATER MANAGEMENT CONTROLS................................................................................... 6 5.2 POST CONSTRUCTION STORMWATER MANAGEMENT DRAWINGS ................................................ 6 5.3 HYDRAULIC AND HYDROLOGIC ANALYSIS.................................................................................. 6 5.4 COMPARISON OF PRE AND POST CONSTRUCTION STORMWATER RUNOFF .................................... 7 5.5 WATER QUALITY VOLUME.......................................................................................................... S 5.6 CHANNEL PROTECTION VOLUME................................................................................................. 9 S.% RUNOFF REDUCTION VOLUME..................................................................................................... 9 6.0 POST CONSTRUCTION STORMWATER MAINTENANCE .............................................. 9 6.1 MECHANISM OF OPERATION AND MAINTENANCE........................................................................ 9 6.2 MAINTENANCE TO BE PERFORMED.............................................................................................. 9 7.0 CONSTRUCTION WASTE........................................................................................................ 9 8.0 TEMPORARY STABILIZATION FOR FROZEN CONDITIONS.....................................10 9.0 SPILL PREVENTION PRACTICES.......................................................................................11 10.0 CERTIFICATIONS....................................................................................................................15 11.0 DEFINITIONS............................................................................................................................ 20 Appendices A HydroCAD Calculations and Storm Data B Soil Survey and Map Set — Location Map, Site Preparation and Demolition, Grading and Utility Plan C SWPPP Inspection Forms —SWPPP Inspection Report D Other SWPPP Forms — Construction Sequence, SWPPP Plan Changes, Spill Response Form, Stormwater Management Practice Maintenance Log E Historical Documentation/ Environmental Resource Map Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 B. 2.0 SWPPP REVIEW, UPDATE 2.1 SWPPP Review The City of Saratoga Springs requires preparation of a SWPPP for non-residential activities disturbing 0.1 acres or more. The project is proposed to disturb 0.85 acres. Project review will be conducted by the City of Saratoga Springs. 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. 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. L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 1 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 3.0 SITE ASSESSMENT, EVALUATION AND PLANNING 3.1 Project Location The project is located at 128 Henry Street in the City of Saratoga Springs, Saratoga County, NY 12866. See Appendix B for a general site location map. 3.2 Pre -Development Conditions The project site is located adjacent to the intersection of York Street and Henry Street, on the east side of Henry Street. The project includes creating a new 0.47 acre parcel. The proposed parcel is a vacant lot. Stormwater runoff from the existing lot sheet flows to a low spot within the lot, where it is capture by a catch basin. This structure conveys flow to the municipal storm sewer at the street. 3.3 Project Scope The project includes construction of a new building and associated parking. The Project will disturb approximately +/-0.85 acres. 3.4 Receiving Waters The site discharges to the municipal storm sewer along Henry Street, which flows west to the box culverts under High Rock Avenue. 3.5 Historic Preservation Determination/Environmental Impact The project is not anticipated to disturb any historical or cultural resources nor will it impact any significant natural communities. Maps of the location and nearby historical and natural resources are included in Appendix E. 3.6 Soils The USDA/NRCS soil survey map for this site shows Deerfield loamy fine sand, and Windsor loamy sand mapped in the project vicinity. These soils are classified in the hydrologic soil group (HSG) `A'. Soil information can be found in Appendix B. Lcw)= The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 2 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 4.0 EROSION AND SEDIMENT CONTROL 4.1 Erosion and Sediment Control Practices Temporary Structural Practices ✓ Silt Fence ✓ Dust Control ✓ Construction Entrance ✓ Inlet Protection Permanent Structural Controls ✓ Asphalt pave ment/concrete walks ✓ Lawn/landscaping 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 B 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 B. 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. Lcu)= The LA G L.&4%d-�f-dpe Ai i hN1eel pyre 0 EIngerte mg P Page 3 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 and inlet protection prior to any site disturbance. Maintain erosion control measures for duration Week 1 of site disturbances. Begin building construction Week 2-20 Begin utility installation Week 3-5 Complete sidewalk improvements and associated Week 10-11 streetscape Fine grade, landscape, seed and mulch 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. ✓ Replace top -soil, mulch and seed where seeding has been disturbed. L -MJ The LA GROU L.&4%d�f-dpe Ai i hN1eel pyre 0 EIngerLwr q PC- Page 4 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 C. 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 Henry Street Condominiums The LA Group Project Number -2017017 4.6 Contractor Sequence Form The operator shall prepare a summary of construction status using the Construction Sequence Form (included in Appendix D) 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 a green roof to treat stormwater runoff prior to discharge off-site. The capacity of the green roof has been sized to treat the entire required water quality volume for the site, although the water quality volume for the area draining to the green roof is less. The project includes streetscape improvements along Henry Street. Improvements include new curbing and sidewalk. Due to limited space it is infeasible to treat runoff from the sidewalk. A variance is requested from the City to provide treatment of runoff from the sidewalks. In order to compensate for not treating the sidewalk, the green roof has been oversized. 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. L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 6 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 5.4 Comparison of Pre and Post Construction Stormwater Runoff Stormwater Quantity. These calculations are based on the HydroCAD analysis. 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. Since it is infeasible to collect the run off from the site frontage for treatment, it is also infeasible to reduce peak flow rates exiting the site during post development conditions. An assessment was completed in order to understand the hydraulic effects of the increase on post -development flow rates. See Appendix A for the calculations described below. Stormwater discharge from along the site frontage and the project site is collected via a 12 -inch pipe that runs along Henry Street. This pipe connects to a manhole at the southwest corner of the project site, within Henry Street. An additional HydroCAD analysis was performed to understand the additional flows entering the structure from the street. During a 10 -year storm event, 0.5 cfs would enter the structure via runoff from the street. The project site is anticipated to contribute a peak flow rate of 2.25 cfs to the structure, which gives a total flow rate of 2.75 cfs from both the project site and street runoff. This structure also receives flow from the south via run off from Henry Street and Spruce Alley via a 15 -inch CPP. Assuming the 15 -inch pipe is flowing full (during a large rain event); the maximum flow rate entering the structure would be 4.57 cfs. The invert out of the structure at the intersection of Henry Street and York Street is an 18" CPP that runs east -west along York Street. This pipe discharges directly to the City box culverts which convey flow north along High Rock Avenue. The 18" CPP is installed at a 1% slope per an as -built survey for 38 High Rock Park, by Thompson Fleming on March 10, 2010. Assuming this pipe is flowing full, the maximum flow rate it could convey would be 10.50 cfs. Since the flow rate entering the structure (sum of the 12 -inch and 15 -inch pipes, and the project site, 7.32 cfs) is less than the full pipe flow rate of the invert out of the structure (10.50 cfs), it was determined that the increase in peak flow rates will not significantly affect the hydraulics of the local storm sewer. Since the 18" CPP also discharges to the underground box culvert, the flows conveyed from this development are of a significantly lower magnitude than what the box culvert could convey. Flow from the green roof will eventually go to the municipal stormwater collection along Henry Street (Analysis Point 1). tLJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 7 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 Pre -Development Post -Development 10 year, 24 hour storm (Qp) 0.13 CFS 2.25 CFS 100 year, 24 hour storm (Qf) 1.64 CFS 4.95 CFS 5.5 Water Quality Volume The following formula was utilized to determine water quality volume: WQv=P( ) (RvILA) 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 (WQv) at the site will be managed though a green roof. The required WQv for the site is 0.045 ac -ft, the green roof will provide WQv for the site, 0.05 ac -ft. The provided WQv was determined via the volume capacity of the green roof, which consists of several permeable layers of varying retention capacities. There are two different areas that are a part of the green roof system: the green roof and the pavers. For cutsheet information on the layers of the roof described here in, please see Appendix A. The green roof consists of 6" of growing media, a filter sheet, and a drainage/retention element. Above the 6" of growing media, 1 " of ponding is provided around the green roof extents. The drainage and retention element is also below the adjacent paver areas. During dry weather times, the green roof is able to draw water that has been retained in this layer via capillary action. The three volumes considered in the water quality volume are the 1" of surficial ponding above the green roof, the retention capacity of the green roof, and lastly the retention capacity of the paver areas. The total retention volume is 0.05 ac -ft, based on a retention volume of 2.16 gallons/sf at the green roof and 0.5 gallons/sf at the paver area (see Appendix A for calculations). k(MM)m The LA G L.&4%d-�f-dpe Ai i hN1eel pyre 0 EIngerte mg P Page 8 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 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. LA The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 10 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 ■ 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. ■ Materials will be brought on site in the minimum quantities required. ■ All materials stored on site will be stored in a neat, orderly manner in their appropriate containers, and if possible, under a roof or other enclosure. ■ Products will be kept in their original containers with the original manufacturer's label. ■ Substances will not be mixed with one another unless recommended by the manufacturer. ■ Whenever possible, all of a product will be used up before disposal. ■ Manufacturer's recommendations for proper use and disposal will be followed. ■ The construction manager or his designee will inspect regularly to ensure proper use and disposal of materials on site. ■ The contractor shall prohibit washing of tools, equipment, and machinery in or within 100 feet of any watercourse or wetland. ■ All above grade storage tanks are to be protected from vehicle damage by temporary barriers. Inventory for Pollution Prevention Plan The materials and substances listed below are expected to be on-site during construction. L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 11 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 ■ Petroleum for fueling vehicles will be stored in above ground storage tanks. Tanks will either be steel with an enclosure capable of holding 110% of the storage tank volume or of a Con -Store, concrete encased type typically employed by NYSDOT. Hydraulic oil and other oils will be stored in their original containers. Concrete and asphalt will be stored in the original delivery trucks. ■ Fertilizer may be stored on site in its original container for a short period of time prior to seeding. Original containers will be safely piled on pallets or similar devices to protect from moisture. ■ Paints and other similar materials will be stored in their original containers and all empty containers will be disposed of in accordance with label directions. ■ Portable sanitary facilities, which contain chemical disinfectants (deodorants) will be located on-site, with the disinfectants held in the tank of the toilet. Hazardous Products These practices are used to reduce the risks associated with hazardous materials. ■ Products will be kept in original containers unless they are not re- sealable. ■ Original labels and material safety data sheets will be retained; they contain important product information. ■ If surplus product must be disposed of, manufacturers' or local and State recommended methods for proper disposal will be followed. Spill Prevention The following product specific practices will be followed on site. Petroleum Products: ■ Construction personnel should be made aware that emergency telephone numbers are located in this SWPPP. ■ 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. Lcu)= The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 12 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 ■ Fuels, oils, chemicals, material, equipment, and sanitary facilities will be stored/located away from trees and at least 100 feet from streams, wells, wet areas, and other environmentally sensitive sites. ■ Dispose of chemical containers and surplus chemicals off the project site in accordance with label directions. ■ Use tight connections and hoses with appropriate nozzles in all operations involving fuels, lubricating materials or chemicals. ■ Use funnels when pouring fuels, lubricating materials or chemicals. ■ Refueling and cleaning of construction equipment will take place in parking areas to provide rapid response to emergency situations. ■ All on-site vehicles will be monitored for leaks and receive regular preventative maintenance to reduce the chance of leakage. Any vehicle leaking fuel or hydraulic fuel will be immediately scheduled for repairs and use will be discontinued until repairs are made. Fertilizers: ■ Fertilizer will be stored in its original containers on pallets with water resistant coverings. ■ Proper delivery scheduling will minimize storage time. ■ Any damaged containers will be repaired immediately upon discovery and any released fertilizer recovered to the fullest extent practicable. Paints: ■ All containers will be tightly sealed and stored when not required for use. ■ Excess paint will not be discharged to the storm water system or wastewater system, but will be properly disposed of according to manufacturers' instructions or State and local regulations. Concrete Trucks: ■ 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 L _MJ The LA G L.&4%d_�f_dpe Ai i hN1eel pyre 0 EIngerte mg P Page 13 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 14 Stormwater Pollution Prevention Plan 10.0 CERTIFICATIONS Henry Street Condominiums The LA Group Project Number -2017017 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: Signature: Company Name: L(m)m The LA G L.&4%d-�f-dpe Ai i hN1eel pyre 0 EIngerte mg P Title: Date: Page 15 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification Henry Street Condominiums The LA Group Project Number -2017017 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 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�) 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 Henry Street Condominiums The LA Group Project Number -2017017 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 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)w 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 Henry Street Condominiums The LA Group Project Number -2017017 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 Contractor and Subcontractor Certification Henry Street Condominiums The LA Group Project Number -2017017 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 19 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 19 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 20 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 21 Stormwater Pollution Prevention Plan Henry Street Condominiums The LA Group Project Number -2017017 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 22 Appendix A HydroCAD Calculations and Storm Data CL a o ❑ c �/ j N N ro > Ln V o 0-0 Z3 0 Ul o�� Rte; s v p U. v N O co v y (O f6 3 d'inz -°°z a -4to Q a= U H V) a o 0 o O O > a < z o O z m H F- r z z z z LU LU z O x x ov N W a s o i U U w w U m m z o cn m U � u a � z - w ; Q C� LU r 0 CD CD CD I Z w a 0 M Z u� n M O Q \ z NO Q p a Z Z N J J Cf) F -- O H W N mo z QQia _ W J } W ~ Q Z O CD 110, oo� 00 N cn d 3 • _/_ / •.. Q Q \J O M r / /% 29� / ••�Z . Q Vl W C N *41#m z p (f N � �� °� z o N f zo ■Z m 2 m —87— •�� U] cn < : 8a-� , / —286— — _ _ �4W \ o = Ln o / / X285— \ Q \Q w - M \ U /-2g7✓ / / ��— *#4%p J J r Cl) o � F-- c i � \ \ \ 2�6i � / / / //fig �2� � — �� — •*�1 m z C) co / ti CD cn ¢ vri\ \ \ \ ■ BIZ\ i \ Z - i w Lei X \ LLJ \ I • II d / Of Q Q - r N ^ C7 - ID 4i/ N O M \ U r ul O Q w 41#40 Ln oro r QQ w_ � a N Q % ♦ \ a — \ 1 � ♦ y \ ��J M m , 0' 1 e� lb \ �U�o Z V1 I\ I \N I \ NNi o 01- ZNo � QH� mUr ooO O. �r d m £�N 'ry6 S Q a J dJc4p m 11 � \ \ n o .ti Q 8y ti 1S N N , xj bye d N N o S \ \ S� 1S 3° S Q'h \ bLZ / = 1S I S y J ° 3 \\ S S U J J - Z 1 S 00S\ S 0� Subcat r000�\ A �1 100000-10ON" -j (1 ) AP- 1 Subcat Subcat Reach on Link Routing Diagram for Pre Development Prepared by The LA Group, Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Pre Development Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq -ft) (subcatchment-numbers) 301020 39 >75% Grass cover, Good, HSG A (1, 2) 61831 98 Paved parking, HSG A (1, 2) 36,851 50 TOTAL AREA Pre Development Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (sq -ft) Group Numbers 361851 HSG A 112 0 HSG B 0 HSG C 0 HSG D 0 Other 36,851 TOTAL AREA Pre Development Prepared by The LA Group Printed 12/8/2017 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 Sub (sq -ft) (sq -ft) (sq -ft) (sq -ft) (sq -ft) (sq -ft) Cover Nun 30,020 0 0 0 0 307020 >75% Grass cover, Good 6,831 0 0 0 0 6,831 Paved parking 36,851 0 0 0 0 36,851 TOTAL AREA Pre Development Type 11 24 -hr 1 -yr Rainfall=2.15" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 5 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=26,576 sf 18.84% Impervious Runoff Depth>0.00" Tc=6.0 min CN=50 Runoff=0.00 cfs 0 cf Subcatchment2: Subcat 2 Runoff Area=10,274 sf 17.75% Impervious Runoff Depth=0.00" Tc=6.0 min CN=49 Runoff=0.00 cfs 0 cf Link AP -1: AP -1 Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Total Runoff Area = 36,851 sf Runoff Volume = 0 cf Average Runoff Depth = 0.00" 81.46% Pervious = 30,020 sf 18.54% Impervious = 6,831 sf Pre Development Type 11 24 -hr 10 -yr Rainfall=3.75" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 6 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=26,576 sf 18.84% Impervious Runoff Depth>0.21" Tc=6.0 min CN=50 Runoff=0.10 cfs 470 cf Subcatchment2: Subcat 2 Runoff Area=10,274 sf 17.75% Impervious Runoff Depth>0.19" Tc=6.0 min CN=49 Runoff=0.03 cfs 159 cf Link AP -1: AP -1 Inflow=0.13 cfs 629 cf Primary=0.13 cfs 629 cf Total Runoff Area = 36,851 sf Runoff Volume = 629 cf Average Runoff Depth = 0.20" 81.46% Pervious = 30,020 sf 18.54% Impervious = 6,831 sf Pre Development Type 11 24 -hr 100 -yr Rainfall=6.20" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 1 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=26,576 sf 18.84% Impervious Runoff Depth>1.09" Tc=6.0 min CN=50 Runoff=1.21 cfs 2,420 cf Subcatchment2: Subcat 2 Runoff Area=10,274 sf 17.75% Impervious Runoff Depth>1.02" Tc=6.0 min CN=49 Runoff=0.43 cfs 876 cf Link AP -1: AP -1 Inflow=1.64 cfs 3,296 cf Primary=1.64 cfs 3,296 cf Total Runoff Area = 36,851 sf Runoff Volume = 3,296 cf Average Runoff Depth = 1.07" 81.46% Pervious = 30,020 sf 18.54% Impervious = 6,831 sf Pre Development Type 11 24 -hr 100 -yr Rainfall=6.20" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1: Subcat 1 Runoff = 1.21 cfs @ 11.99 hrs, Volume= 2,420 cf, Depth> 1.09" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.20" Area (sf) CN Description 215569 39 >75% Grass cover, Good, HSG A 51007 98 Paved parking, HSG A 261576 50 Weighted Average 215569 81.16% Pervious Area 55007 18.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 2: Subcat 2 Runoff = 0.43 cfs @ 11.99 hrs, Volume= 876 cf, Depth> 1.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.20" Area (sf) CN Description 85451 39 >75% Grass cover, Good, HSG A 15824 98 Paved parking, HSG A 105274 49 Weighted Average 81451 82.25% Pervious Area 15824 17.75% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Link AP -1: AP -1 Inflow Area = 36,851 sf, 18.54% Impervious, Inflow Depth > 1.07" for 100 -yr event Inflow = 1.64 cfs @ 11.99 hrs, Volume= 3,296 cf Primary = 1.64 cfs @ 11.99 hrs, Volume= 3,296 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs HYDROCAD CALCULATIONS POST DEVELOPMENT CLV O O O u ti ri 8 o 0 of W Ln co s co ^T/ N N rY cIr- .0 Q co co ,� .O o L h L ro W Z '� O Q� ° Z Q N L N al _a (D•� V7 8- _Q Ln ID a0 cam. �, O U v O co v .m 'm P' O 3 dco to Q a = U H cn a o 0 o O O w U H U S � � a > a z z w zO z � w � U ¢ ¢ m z ¢ z :5z z U z K W W o a F LU U v) ¢ U U O K U N w m m z O V m c ¢ u) U o I � i I Z ■ - j� W ■ Q Cl) C'3 i W J r O cD c� CD \aN1 O't Izw� l O 7 ¢ p Z Z N J J UW O r- 111 N �o z QQia _ W J > WCf) LLJ U) ~ ¢ z LLJCO Q w j \ ♦1 cn cN � D �5� • \ •.♦ Q Q � � \J O M / �� ♦.♦. Lo I Q�r / zwmM C ♦ m CD Ld . \ �♦-�� may/ �� -- •♦♦ z \ O CC m ♦ •♦♦ z Ln _ ♦♦ \ cn = Ln ■ �♦ f ♦♦♦ IN, nz v F, • — z C)� \ �♦ ♦♦.` m Q �' \ Zs: ♦♦ ♦�♦� ♦ \ J N r . J r 2 •INI .� ♦� / / i'.. ♦**♦♦ • 275 ♦ - eX27: .♦ \ \ ♦ \ ♦ / ♦. mac, _ *♦♦ ��b� ♦�♦ INS cle) m ♦. �, cb sgti ♦1♦ & " \ .♦ \ 40 88 LLJ Z(n� j \ N ae z N \ omo� �ti Z � C,4 Q W J r 9ro ti60 i m • • r \�Jri Q - h O eg2aJ s GQ4 a lb y iii RSO � e 0 cQ 9Z. > \ S N !f \ S J \ \ Post Development_DBH Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Area Listing (selected nodes) Area CN Description (sq -ft) (subcatchment-numbers) 131680 39 >75% Grass cover, Good, HSG A (213, 4) 231171 98 Paved parking, HSG A (1, 2, 3, 4) 36,851 76 TOTAL AREA Post Development_DBH Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 3 Soil Listing (selected nodes) Area Soil Subcatchment (sq -ft) Group Numbers 361851 HSG A 1, 2, 3, 4 0 HSG B 0 HSG C 0 HSG D 0 Other 36,851 TOTAL AREA Post Development_DBH Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 4 Ground Covers (selected nodes) HSG -A HSG -B HSG -C HSG -D Other Total Ground Sub (sq -ft) (sq -ft) (sq -ft) (sq -ft) (sq -ft) (sq -ft) Cover Nun 13,680 0 0 0 0 137680 >75% Grass cover, Good 23,171 0 0 0 0 23,171 Paved parking 36,851 0 0 0 0 36,851 TOTAL AREA Post Development_DBH Type 11 24 -hr 1 -yr Rainfall=2.15" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 5 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=6,646 sf 100.00% Impervious Runoff Depth>1.79" Tc=6.0 min CN=98 Runoff=0.44 cfs 992 cf Subcatchment2: Subcat 2 Runoff Area=11,501 sf 55.48% Impervious Runoff Depth>0.31" Tc=6.0 min CN=72 Runoff=0.14 cfs 298 cf Subcatchment3: Subcat 3 Runoff Area=16,050 sf 48.08% Impervious Runoff Depth>0.19" Tc=6.0 min CN=67 Runoff=0.09 cfs 251 cf Subcatchment4: Subcat 4 Runoff Area=2,654 sf 91.48% Impervious Runoff Depth>1.36" Tc=6.0 min CN=93 Runoff=0.15 cfs 300 cf Link AP -1: AP -1 Inflow=0.81 cfs 1,841 cf Primary=0.81 cfs 1,841 cf Total Runoff Area = 36,851 sf Runoff Volume = 1,841 cf Average Runoff Depth = 0.60" 37.12% Pervious = 13,680 sf 62.88% Impervious = 23,171 sf Post Development_DBH Type 11 24 -hr 10 -yr Rainfall=3.75" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 6 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=6,646 sf 100.00% Impervious Runoff Depth>3.24" Tc=6.0 min CN=98 Runoff=0.79 cfs 1,796 cf Subcatchment2: Subcat 2 Runoff Area=11,501 sf 55.48% Impervious Runoff Depth>1.16" Tc=6.0 min CN=72 Runoff=0.59 cfs 1,116 cf Subcatchment3: Subcat 3 Runoff Area=16,050 sf 48.08% Impervious Runoff Depth>0.89" Tc=6.0 min CN=67 Runoff=0.62 cfs 1,187 cf Subcatchment4: Subcat 4 Runoff Area=2,654 sf 91.48% Impervious Runoff Depth>2.79" Tc=6.0 min CN=93 Runoff=0.29 cfs 617 cf Link AP -1: AP -1 Inflow=2.25 cfs 4,717 cf Primary=2.25 cfs 4,717 cf Total Runoff Area = 36,851 sf Runoff Volume = 4,717 cf Average Runoff Depth = 1.54" 37.12% Pervious = 13,680 sf 62.88% Impervious = 23,171 sf Post Development_DBH Type 11 24 -hr 100 -yr Rainfall=6.20" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 1 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR -20 method, UH=SCS, Weighted -CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1: Subcat 1 Runoff Area=6,646 sf 100.00% Impervious Runoff Depth>5.45" Tc=6.0 min CN=98 Runoff=1.31 cfs 3,017 cf Subcatchment2: Subcat 2 Runoff Area=11,501 sf 55.48% Impervious Runoff Depth>2.91" Tc=6.0 min CN=72 Runoff=1.43 cfs 2,788 cf Subcatchment3: Subcat 3 Runoff Area=16,050 sf 48.08% Impervious Runoff Depth>2.45" Tc=6.0 min CN=67 Runoff=1.72 cfs 3,280 cf Subcatchment4: Subcat 4 Runoff Area=2,654 sf 91.48% Impervious Runoff Depth>5.03" Tc=6.0 min CN=93 Runoff=0.51 cfs 1,112 cf Link AP -1: AP -1 Inflow=4.95 cfs 10,197 cf Primary=4.95 cfs 10,197 cf Total Runoff Area = 36,851 sf Runoff Volume = 10,197 cf Average Runoff Depth = 3.32" 37.12% Pervious = 13,680 sf 62.88% Impervious = 23,171 sf Post Development_DBH Type 11 24 -hr 100 -yr Rainfall=6.20" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1: Subcat 1 Runoff = 1.31 cfs @ 11.96 hrs, Volume= 3,017 cf, Depth> 5.45" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.20" Area (sf) CN Description 65646 98 Paved parking, HSG A 61646 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 2: Subcat 2 Runoff = 1.43 cfs @ 11.97 hrs, Volume= 2,788 cf, Depth> 2.91" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.20" Area (sf) CN Description 55120 39 >75% Grass cover, Good, HSG A 61381 98 Paved parking, HSG A 111501 72 Weighted Average 55120 44.52% Pervious Area 65381 55.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 3: Subcat 3 Runoff = 1.72 cfs @ 11.98 hrs, Volume= 3,280 cf, Depth> 2.45" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.20" Area (sf) CN Description 81333 39 >75% Grass cover, Good, HSG A 75716 98 Paved parking, HSG A 165050 67 Weighted Average 81333 51.92% Pervious Area 71716 48.08% Impervious Area Post Development_DBH Type 11 24 -hr 100 -yr Rainfall=6.20" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 3 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 4: Subcat 4 Runoff = 0.51 cfs @ 11.96 hrs, Volume= 1,112 cf, Depth> 5.03" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -yr Rainfall=6.20" Area (sf) CN Description 226 39 >75% Grass cover, Good, HSG A 25428 98 Paved parking, HSG A 21654 93 Weighted Average 226 8.52% Pervious Area 25428 91.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Link AP -1: AP -1 Inflow Area = 36,851 sf, 62.88% Impervious, Inflow Depth > 3.32" for 100 -yr event Inflow = 4.95 cfs @ 11.97 hrs, Volume= 10,197 cf Primary = 4.95 cfs @ 11.97 hrs, Volume= 10,197 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Stormwater Practice Sizing Job Name and # Henry Street Water Quality Volume Calculation 12/5/2017 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 21365 * *Includes green roof area as impervious. WQv Required = 1945 ft 3 0.045 ac -ft Job Name and # Henry Street Minimum Runoff Reduction Volume 12/5/2017 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=0.551 B=0.401 C=0.301 D=0.20 S (HSG A) 0.55 Aic 0.49 acres Rv 0.95 90% Rainfall 1.15 Ai 0.270 RRv = 0.025 acre feet = 11070 ft' Job Name Channel Protection Volume Calculation 12/6/2017 Predevelopment Step 1: Determine Qu P = 2.15 in. (1 -yr. storm) Area = 0.85 acres CN = 50 Ia = 2.000 Henry Street Condominiums Ia/P = 0.93 Tc = 0.15 Hrs. Using Figure 4 -II, TR -55 and Tc, determine Qu (csm/in) IQU = 200 csm/in I Sten 2: Determine Qo/Qi Using Figure B-1, DEC Manual Appendix Bfor T = 24 hrs. and Qu, determine Qo/Qi QO/Qi = 0.08 I Step 3: Determine Vs/Vr IVs/Vr = 0.682 - 1.43(Qo/Qi) + 1.64 (QO/Qi)A2 - 0.804 (QO/Qi)A3 Vs/Vr = 0.578 IStep 4: Determine Qd (Using Figure 2.1, TR -55 or SCS TR -16 and P, determine Qd (in of runoff) Qd = 0 in IStep 5: Determine Cnv Area = 0.85 acres Cpv = Vs = (Vs/Vr) * Qd * A/12 Cpv = 0.000 ac -ft Cpv = 0 ft 3 Job Name Henry Street Condominiums Channel Protection Volume Calculation 12/6/2017 Post Development Step 1: Determine Qu P = 2.15 in. (1 -yr. storm) Area = 0.85 acres CN = 76 Ia = 0.632 Ia/P = 0.29 Tc = 0.1 Hrs. Using Figure 4 -II, TR -55 and Tc, determine Qu (csm/in) Qu = 950 csm/in IStep 2: Determine Oo/Oi Using Figure B-1, DEC Manual Appendix Bfor T = 24 hrs. and Qu, determine Qo/Qi QO/Qi = 0.02 Step 3: Determine Vs/Vr IVsNr = 0.682 - 1.43(Qo/Qi) + 1.64 (QO/Qi)A2 - 0.804 (QO/Qi)A3 VsNr = 0.654 IStep 4: Determine Od (Using Figure 2.1, TR -55 or SCS TR -16 and P, determine Qd (in of runoff Qd = 0.55 in Step 5: Determine Cpv Area = 0.85 acres Cpv = Vs = (Vs/Vr) * Qd * A/12 Cpv = 0.025 ac -ft Cpv = 1110 ft 3 (Volume reduction achieved through green infrastructure SMP 1 2135 ft 3 3 ICpv Req: -1025 ft Henry Street Condominiums Green Roof Manufacturer's Information Area sf Volume Retained gal/sf Volume Retained gallons Volume Retained Cf Green Roof 5120 2.16 11059 1479 Pavers 3189 0.54 1722 230 Subtotal 1709 1" of Ponding 5120 - - 427 Total WQv Provided Total WQv Provided 2135 cf 0.05 ac -ft Green Roof System From cutsheet: 1.8 gal/sf 2.16 ga I/sf Retention for a system with 5" of media. Linearly scaled for 6" of media. Pavers 0.42 gal/sf (Floradrain) From cut sheet 0.12 gal/sf (SSM45) From manufacturer 0.54 ga I/sf Tota I Retention capacity is a combination of the SSM45 filter fabric and the FD40E Floradrain. Product Data Sheet Protection Mat SSM 45 Water and nutrient retention mat of recy- cled synthetic fibers, for the application as a protection layer under green roofs, gravel fills, slab pavings, etc. Features • resistant to mechanical stress • with proven protective effect according to European Standard EN ISO 13428 • water and nutrient retention • non -rotting • biologically neutral • bitumen and polystyrene compatible • made of recycled fibers • quick and easy installation Technical Data i a b' • F y EDP No. 2046 Protection Mat SSM 45 High quality recycled fiber mat made of polyester/polypropylene, with fleece backing. Color: brown mottled Thickness: ca. 0.2 in. (ca. 5 mm) Weight: ca. 0.1 lbs/sq. ft. (ca. 470 g/m2) ter retention capacity: ca. 0.12 gal/sq. ft. (ca. 5 I/m2) Strength class: 3 Protection efficiency according to EN ISO 13428: Residual thickness >_ 40 % Tensile strength lengthwise: > 31.4 lbs/in. (> 5.5 kN/m) Extension lengthwise: > 75 % Dimensions: ca. 6.6 ft. x 32.8 ft. (ca. 2.00 m x 10.00 m) ca. 215 sq. ft. (ca. 20M2), folded Installation Instructions Install the Protection Mat SSM 45 above a waterproofing or root barrier with an overlap of 4 inch. The protection mat has to be taken above the Growing Media along edges and at roof penetrations. Cut the protection mat in situ at roof penetrations. Consider an Health and Safety This product does not require a material safety data sheet (MSDS) according to the OSHA Hazard Communication Standard (29 CFR 1910.1200). When used as recommended or under ordinary ZinCo USA Inc. 471 Page Street, Unit 5 • Stoughton, MA 02072 Phone 866 766 3155 • Fax 866 766 3955 info@zinco-usa.com • www.zinco-usa.com allowance for overlap and wastage of ca. 10-15 %. Protection Mat SSM 45 is, included, but not limited to, to be installed according to manufacturer's instructions, not exposed to UV -light, completely covered. Call manufacturer for further options. conditions, it should not present a health and safety hazard. However, an MSDS can be provided as a courtesy in response to a customer request. Lifl MANNING'S EQUATION CALCULATIONS: Based on the formula Q = 1.486/n x AR 2/3 x S1/2 where R = A/P Pipe Diameter 15 inches Cross-sectional area, A = 1.23 SF Wetted perimeter, P = 3.93 FT Channel slope, S = 0.0050 FT/FT Roughness coefficient, n = 0.013 Flow, Q = 4.57 CFS Velocity, V = 3.72 FPS Check capacity of 18 inch sewer (flowing full) : Use Manning's Equation where: Cross-sectional area, Wetted perimeter, Channel slope, Roughness coefficient, A = 1.77 SF P = 4.71 FT S = 0.010 FT/FT n = 0.013 Flow, Q = 10.50 CFS or 4714.5 GPM Velocity, V = 5.94 FPS Henry Street Drainage 1 12/8/2017 Post Development_DBH_18 INCH PIPE CALC Type 11 24 -hr 1O -yr Rainfall=3.75" Prepared by The LA Group Printed 12/8/2017 HydroCADO 10.00-19 s/n 00439 © 2016 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment 5: Henry Street Runoff Runoff = 0.50 cfs @ 11.96 hrs, Volume= 1,136 cf, Depth> 3.24" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall=3.75" Area (sf) CN Description 0 39 >75% Grass cover, Good, HSG A 41203 98 Paved parking, HSG A 41203 98 Weighted Average 0 0.00% Pervious Area 45203 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Appendix B Soil Survey and Map Set USDA United States Department of Agriculture NRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Saratoga County, New York November 15, 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 SoilMap.................................................................................................................. 5 SoilMap................................................................................................................6 Legend.................................................................................................................. 7 MapUnit Legend.................................................................................................. 8 MapUnit Descriptions.......................................................................................... 8 SaratogaCounty, New York............................................................................10 DeA Deerfield loamy fine sand, nearly level.............................................10 OeE Windsor loamy sand, 25 to 35 percent slopes..................................11 4 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. 5 Ln 599190 430 35" N fr` 430 5' 0" N 599190 599210 599230 599250 599270 Ln Map Scale: 1:845 if printed on A portrait (8.5" x 11") sheet. Meters N 0 10 20 40 60 Feet 0 40 80 160 240 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 6 Custom Soil Resource Report Soil Map 599210 599230 599250 599270 599290 f �jf / (tr `IJ !f % 1 t ff f e ` rr O 599310 430 5' 5" N y 1 W� 1 it O AIM O 430 5' 0" N 599310 Custom Soil Resource Report Map Unit Legend Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, 0 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DeA Deerfield loamy fine sand, nearly level 1.0 58.1% OeE Windsor loamy sand, 25 to 35 percent slopes 0.7 41.9% Totals for Area of Interest 1.8 100.0% 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 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, 0 Custom Soil Resource Report onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 9 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 10 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 OeE—Windsor loamy sand, 25 to 35 percent slopes Map Unit Setting National map unit symbol. 2sv17 Elevation. 10 to 1,110 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: Not prime farmland Map Unit Composition Windsor and similar soils. 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Windsor Setting Landform: Dunes, outwash plains, outwash terraces, deltas Landform position (three-dimensional): Tread, riser Down-slope shape. Convex, linear Across -slope shape. Convex, linear Parent material. Loose sandy glaciofluvial deposits derived from granite and/or loose sandy glaciofluvial deposits derived from schist and/or loose sandy glaciofluvial deposits derived from gneiss Typical profile Oe - 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. 25 to 35 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) 11 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 (0.0 to 1.9 mmhos/cm) Available water storage in profile: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated). None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Hydric soil rating. No Minor Components Hinckley Percent of map unit. 10 percent Landform: Outwash plains, deltas, kames, eskers Landform position (two-dimensional). Summit, shoulder, backslope Landform position (three-dimensional): Nose slope, side slope, crest, head slope, rise Down-slope shape. Convex Across -slope shape. Linear, convex Hydric soil rating. No 12 Appendix C SWPPP Inspection Form Henry Street Condominiums 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. ❑ ❑ ❑ Routine Inspection. 2. Inspection following rain event. ❑ ❑ ❑ Date of last inspection: 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 D 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: Robert Bucher (518) 426-8880 Within 1 hour of a spill discovery greater than 2 gallons the following must be notified: Robert Bucher 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: RI�HOME SUBMIT SEARCH) COMMUNICATE Lb-�j 7 Q 4.9 zi D Py -Y u 1. ton 8 e 17r S ar toga VL-3 vi Lngs k lk 29 L L 236 rr fl� -7 LZ Sip '3 Cn z r7 -T, ri _0 Z sl ib f- C.1 f oy 0 �a r� 4—_ ,•r 1 I 7 13 ' f L Ln Ql � 4 cn kn a �' ' o I Lnv r kn 3 4-1 3 di .n LL u Li c E L _0 —del ,n '1 ,n — 01 41 h4 r4 rp �tl 41 N 0 m uo V J i R4 d1 d, r + � da y a 4 bo n 12 c > ai D ` k— a--� Ci , C] L- = W 1 4— ams 4.1 dl 41 41 da In r9 L ai f47R aj r6 0 � � I ■ El 0 � w w y w City oSaratoga Sp { OFFICE of PUBLIC WORT ' r5 Lake Avenue `. Saratoga Springs, New 'fork 12866 • ` " s Phone 518-587-3550 * * Fax 515-587-2417 koL,�' www.sartoga-sparings.org NEW WATER SERVICE CONNECTION AGREEMENT APPLICATION FORM Property Owner's Name; Frank Parillo Property Address; 120 Henry Street Size of Tap (cheek one below): %1� 11 191 Dumber of Dwellings. 3 0 ANTHONY. J. SCIROCCO onsszoNER Tlmo= J. CoG N DEPUTY CpNMSSTO ER Henry St. Project �� (if applicable): Condominiums P Ta Map : 165.52-3-31 © Greater than I" A unit of water shall be deed as fourteen thousand (14,000) cubic feet of water per year. Contact the Water Dept at ext. 2502 for assistance with grater use estimation and meter specifications before signing below. Estimated Cubic Peet of Nater per Year: 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 fall and complete authority to execute this document and find 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 document will be delivered to all appropriate and necessary governmental entities. Authorized Signature: Company Name: Design Logic Architects ornpan Address: 18 Computer Drive E, Suite 103, Albany, NY 12205 ,honeI ur ber: 518.426.8880 Fax Number: Date; 04/20/17 Department of Public Works Approval: Date: