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Home My WebLink About20180533 385 Broadway Mixed Use 8-17-18 Submittal LCJ The LA GROUP Landscape Architecture&Engineering P C_ People.Purpose.Place. 40 Long Alley Saratoga Springs NY 12866 p:518-587-8100 j 518-587-0180 www.thelagroup.com August 17, 2018 Mr. Mark Torpey, Chairman City of Saratoga Springs Planning Board 474 Broadway Saratoga Springs, New York 12866 RE: 385 Broadway Site Plan Application Dear Mr. Torpey: Attached please find additional information to supplement the original submittal on the 385 Broadway project. The information includes; • Updated plans • Revised SEQRA Long Form with attached Traffic study completed by Greenman-Pedersen, Inc. Correspondence from NYS OPRHP • Documentation associated with the access easement along the rear of the property • Response letter to City Designated Engineer's comments • Revised letter-of-credit estimate based on engineer's comments • Revised SWPPP We are exploring options with respect to civic space as discussed with Kate and Brad and will have a proposal to you in the near future. We look forward to presenting this project to the Planning Board at the September 6th Planning Board meeting. Sincerely, /4-14/ David R. Carr, Jr., RLA,ASLA Associate Principal dcarr@thelagroup.com G:\Proj-2014\201445_Oak_Ridge_Development_Phase2\201445Admin\01Correspondence\2.2Letters\2015 03-04 Torpey Ltr..docx Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. Name of Action or Project: 385 Broadway Apartments Project Location(describe,and attach a general location map): 385 Broadway,Saratoga Springs Brief Description of Proposed Action(include purpose or need): The proposed action consists of a mixed use commercial/residential building which includes on-site parking and municipal water and sewer connections. Name of Applicant/Sponsor: Telephone:(518)456-7155 385 Bway Saratoga LLC/Peter Rosecrans(contact person) E-Mail: prosecrans@burnsmgmt.com Address:1732 Western Avenue City/PO:Albany State:New York Zip Code:12203 Project Contact(if not same as sponsor;give name and title/role): Telephone: Same E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: (518)330-5312 385 Bway Saratoga LLC,Thomas Newkirk,Managing Member E-Mail: Address: 553 Crescent Avenue City/PO: State: Zip Code: Saratoga Springs New York 12866 Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and 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, ❑Yes 0No or Village Board of Trustees b. City,Town or Village 0Yes❑No Saratoga Planning Board,Site Plan approval June 7,2018 Planning Board or Commission c. City Council,Town or ❑Yes mNo Village Zoning Board of Appeals d.Other local agencies OYes❑No Saratoga DRC, Historic Review May 23,2018 e. County agencies OYes❑No Saratoga County Planning,Advisory Opinion f. Regional agencies ❑Yes mNo g. State agencies ❑Yes ONo h.Federal agencies ❑Yes 0No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? El Yes IZINo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑YesmNo iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes0No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No 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 ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action OYes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): NYS Heritage Areas:Mohawk Valley Heritage Corridor, NYS Heritage Areas:Saratoga c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes0No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? T-6,Commercial Core b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? C.4.Existing community services. a.In what school district is the project site located? City of Saratoga Springs b.What police or other public protection forces serve the project site? City of Saratoga Springs Police Dept. c.Which fire protection and emergency medical services serve the project site? City of Saratoga Springs Fire Dept. d.What parks serve the project site? Congress Park D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)? Mixed use commercial/residential b. a. Total acreage of the site of the proposed action? 0.73 acres b.Total acreage to be physically disturbed? 0.79 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.73 acres c.Is the proposed action an expansion of an existing project or use? ❑Yes®No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial; if mixed,specify types) ii. Is a cluster/conservation layout proposed? ❑Yes❑No iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: 11 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month 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 3of13 f.Does the project include new residential uses? ®Yes❑No If Yes, show numbers of units proposed. One Family Two Family Three Family Multiple Family(four or more) Initial Phase 72 At completion of all phases 72 g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i. Total number of structures 1 ii. Dimensions(in feet)of largest proposed structure: +/-65' height; +/-170'width; and +/-280'length iii. Approximate extent of building space to be heated or cooled: +/- 100,000 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons; surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? El Yes❑No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? Building foundation ii. How much material(including rock,earth, sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): +/-4,500 yds • Over what duration of time? 4 weeks iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. Material consists of uncontrolled fill containing sand,gravel,clayey silt and occasional brick and cobbles along with weathered shale and limestone. iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes©No If yes,describe. v. What is the total area to be dredged or excavated? 0.68 acres vi. What is the maximum area to be worked at any one time? 0.68 acres vii. What would be the maximum depth of excavation or dredging? 6- 8 feet viii. Will the excavation require blasting? flYesNo ix. Summarize site reclamation goals and plan: The reclamation of the proposed excavation is the development of a mixed-use building. b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment EYesNo into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii. Will proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑YesENo If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? OYes❑No If Yes: i. Total anticipated water usage/demand per day: 10,550 gallons/day ii. Will the proposed action obtain water from an existing public water supply? 0Yes EINo If Yes: • Name of district or service area: City of Saratoga Springs • Does the existing public water supply have capacity to serve the proposal? m Yes❑No • Is the project site in the existing district? m Yes❑No • Is expansion of the district needed? E Yes®No • Do existing lines serve the project site? m Yes❑No iii. Will line extension within an existing district be necessary to supply the project? EYes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑ Yes0No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi. If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? m Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 10,550 gallons/day ii. Nature of liquid wastes to be generated(e.g., sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary Wastewater iii. Will the proposed action use any existing public wastewater treatment facilities? m Yes❑No If Yes: • Name of wastewater treatment plant to be used: Saratoga County Sewer District No. 1 • Name of district: City of Saratoga Springs • Does the existing wastewater treatment plant have capacity to serve the project? m Yes❑No • Is the project site in the existing district? m Yes❑No • Is expansion of the district needed? ❑Yes mNo Page 5 of 13 • Do existing sewer lines serve the project site? ®Yes❑No • Will line extension within an existing district be necessary to serve the project? ❑Yes No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? [Wes®No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: Not applicable e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes®No sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. iii. Where will the stormwater runoff be directed(i.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: • Will stormwater runoff flow to adjacent properties? ❑Yes❑No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation, structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as DYesNo quarry or landfill operations? If Yes: Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to . ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within V2 mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ®Yes❑No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: +1-450,000 KwH ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): National Grid(supplier),via grid(source) iii. Will the proposed action require a new,or an upgrade to,an existing substation? ❑Yes®No 1. Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7 am-9 pm • Monday-Friday: 24 hours • Saturday: 7 am-5 pm • Saturday: 24 hours • Sunday: none • Sunday: 24 hours • Holidays: none • Holidays: 24 hours Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes®No operation,or both? If yes: i. Provide details including sources,time of day and duration: ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes®No Describe: n.. Will the proposed action have outdoor lighting? ®Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Lighting will be located on the building facade and cast downward ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes®No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ii. Volume(s) per unit time (e.g.,month,year) iii. Generally describe proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ®No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ® Yes ❑No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: +/-8 tons per month (unit of time) • Operation: +/-6.9 tons per month (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: none at this time • Operation: Recycled materials such as; plastic,aluminum,paper and cardboard will be collected separately and transported by a licensed hauler iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: Construction waste will be transported by a licensed hauler to a certified CD facility • Operation: Trash will be collected and transported to a certified collection facility by a licensed hauler Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? El Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous EYes No waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? EYesNo If Yes:provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E. Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ® Urban ❑ Industrial ❑ Commercial ❑ Residential(suburban) ❑ Rural(non-farm) ❑ Forest 0 Agriculture 0 Aquatic 0 Other(specify): ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces 0.68 ac 0.64 ac 0.04 ac • Forested NA NA NA • Meadows,grasslands or brushlands(non- NA NA NA agricultural,including abandoned agricultural) • Agricultural NA NA NA (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) NA NA NA • Wetlands(freshwater or tidal) NA NA NA • Non-vegetated(bare rock,earth or fill) NA NA NA • Other Describe:Landscape:Grass,Tree 0.0 ac 0.04 ac 0.04 ac Page 9 of 13 c. Is the project site presently used by members of the community for public recreation? ❑Yeses No i. If Yes: explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed IZ1YesEl No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: Saratoga Central Catholic High school is located on Broadway,south of the project site. e. Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: iii. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑YesIONo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? El Yes❑ No • If yes,cite sources/documentation: 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.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yeses No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): El Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ®Yes❑No If yes,provide DEC ID number(s):V00475 ,C546057 iv. If yes to(i), (ii)or(iii)above,describe current status of site(s): V00475;60 Lake Ave(fire station),site remediation is complete C546057;53 Putnam Street(sanitation garage),site remediation is currently under review Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes IZINo • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? 12 feet b.Are there bedrock outcroppings on the project site? ❑Yes IZINo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c. Predominant soil type(s)present on project site: uncontrolled fill,sand,silt 100 % % d.What is the average depth to the water table on the project site? Average: 14 feet e. Drainage status of project site soils:❑ Well Drained: %of site ® Moderately Well Drained: 100%of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: 100 %of site ❑ 10-15%: %of site El 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No, skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, El Yes IZINo state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ['Yes IZINo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i. Is the project site in a designated Floodway? ['Yes IZINo j. Is the project site in the 100 year Floodplain? ['Yes IZINo k.Is the project site in the 500 year Floodplain? ['Yes IZINo 1. Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? EYes❑No If Yes: i. Name of aquifer:Principal Aquifer Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: none n.Does the project site contain a designated significant natural community? ❑Yes IZINo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): ii. Source(s)of description or evaluation: iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑YesIZINo endangered 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 rare,or as a species of ❑YesmNo special concern? q. Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ['Yes IZINo 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 ['Yes No 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®No i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes®No If Yes: i. CEA name: ii. Basis for designation: iii. Designating agency and date: Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district WI YesEl No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: 1.Nature of historic/archaeological resource: IZArchaeological Site OHistoric Building or District Name:West Side Historic District,Broadway Historic District ill. Brief description of attributes on which listing is based: Historic buildings exist within the neighborhood f.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for YesIDNo archaeological sites on the NY State Historic Preservation Office(SHP0)archaeological site inventory? g. Have additional archaeological or historic site(s)or resources been identified on the project site? nYesZNo If Yes: I.Describe possible resource(s): Pending response from NYS OPRHP H. Basis for identification: h. Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ElYesIONo scenic or aesthetic resource? If Yes: Identify resource: Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers 0 YesiZI No Program 6 NYCRR 666? If Yes: I. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? DYes ON° F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name //1/4) IV-5 A IldiZ -1,4/10_ Date pi) signature014)/Tkietik Title PRINT FORM Page 13 of 13 E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] Principal Aquifer E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] No E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] No E.3.e. [National Register of Historic Places] Yes - Digital mapping data for archaeological site boundaries are not available. Refer to EAF Workbook. E.3.e.ii [National Register of Historic Places - West Side Historic District, Broadway Historic District Name] E.3.f. [Archeological Sites] Yes E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 Agency Use only [If applicable] Fitil En i1 roninental Assessment ..dorm Project: IPB 18.036 Part 2 w Identification of Potential Project Impacts Date : L sober 18, 2018 Fart 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. we recognize that the lead agency's reviewer(s) will not necessarily be environmental professionals. So, the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2, the form identifies the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. when Part 2 is completed, the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area, complete the Coastal Assessment Form before proceeding with this assessment. 'Pips for completing Part 2: • Review all of the information provided in Part 1. • Review any application, maps, supporting materials and the Full EAF workbook. • Answer each of the 18 questions in Part 2. • 1f you answer "Y"es" to a numbered question, please complete all the questions that follow in that section. • 1f you answer "No" to a numbered question, move on to the next numbered question. • Check appropriate column to indicate the anticipated size of the impact. • Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box "Moderate to large impact may occur." • The reviewer is not expected to be an expert in environmental analysis. 0 if you are not sure or undecided about the size of an impact, it may help to review the sub -questions for the general question and consult the workbook. • When answering a question consider all components of the proposed activity, that is, the "whole action". • Consider the possibility for long-term and cumulative impacts as well as direct impacts. . • Answer the question in a reasonable manner considering the scale and context of the project. 1. Impact on Land Proposed action may involve construction on, or physical alteration of, [:]NO YES the land surface of the proposed site. (See Part 1. D.1 ) I "Yes ", answer questions a - '. of "No' , move on to Section 2. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may involve construction on land where depth to water table is E2d E f ❑ less than 3 feet. b. The proposed action may involve construction on slopes of 15% or greater. Elf c. The proposed action may involve construction on land where bedrock is exposed, or Eta ❑ generally within 5 feet of existing ground surface. d. The proposed action may involve the excavation and removal of more than 1,000 tons D2a ❑ of natural material. e. The proposed action may involve construction that continues for more than one year D 1 e [ ❑ or in multiple phases. f. The proposed action may result in increased erosion, whether from physical D2e, D2q ❑ disturbance or vegetation removal (including from treatment by herbicides). . The proposed action is or may be located within a Coastal Erosion hazard area. g p p � �' � B 1 i [' ❑ h. Other impacts: ❑ ❑ Page 1 of 10 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site (e.g., cliffs, dunes, dNO YES minerals, fossils, caves). (See Part 1. E.2.g) if "Yes ", answer questions a - c. ff "No ?% move on to Section 3. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. Identify the specific land form(s) attached: Egg ❑ ❑ b. The proposed action may result in an increase or decrease of over 10% or more than a b. The proposed action may affect or is adjacent to a geological feature listed as a E3c ❑ ❑ registered National Natural Landmark. c. The proposed action may involve dredging more than 100 cubic yards of material Specific feature: ❑ ❑ from a wetland or water body. c. Other impacts: ❑ ❑ E2h 3. Impacts on Surface water The proposed action may affect one or more wetlands or other surface water N0 ❑ YES bodies (e.g., streams, rivers, ponds or lakes). (See Part 1. D.2, E.2.h) If "Yes ", answer questions a - L Y "No"), move on to Section 4. Relevant No, or Moderate Part I small to large Question(s) impact impact may ma occur occur a. The proposed action may create a new water body. D2b, D 1 h ❑ 11 b. The proposed action may result in an increase or decrease of over 10% or more than a D2b ❑ ❑ 10 acre increase or decrease in the surface area of any body of water. c. The proposed action may involve dredging more than 100 cubic yards of material D2a ❑ ❑ from a wetland or water body. d. The proposed action may involve construction within or adjoining a freshwater or E2h ❑ ❑ tidal wetland, or in the bed or banks of any other water body. e. The proposed action may create turbidity in a waterbody, either from upland erosion, D2a, D2h ❑ ❑ runoff or by disturbing bottom sediments. f. The proposed action may include construction of one or more intake(s) for withdrawal D2c ❑ ❑ of water from surface water. g. The proposed action may include construction of one or more outfall(s) for discharge D2d ❑ ❑ of wastewater to surface water(s). h. The proposed action may cause soil erosion, or otherwise create a source of D2e ❑ ❑ stormwater discharge that may lead to siltation or other degradation of receiving water bodies. i. The proposed action may affect the water quality of any water bodies within or E2h ❑ ❑ downstream of the site of the proposed action. j. The proposed action may involve the application of pesticides or herbicides in or D2q, E2h [] ❑ around any water body. k. The proposed action may require the construction of new, or expansion of existing, D1 a, D2d ❑ ❑ wastewater treatment facilities. Page 2 of 10 1. Other impacts: ❑ [l 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or NO YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a, D.2.c, D.2.d, D.2.p, D.2.q, D.2.t) if - "Yes ", answer questions a - h. If "No ", move on to Section 5. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may require new water supply wells, or create additional demand D2c ❑ [� on supplies from existing water supply wells. E2' ❑ ❑ b. water supply demand from the proposed action may exceed safe and sustainable D2c ❑ ❑ withdrawal capacity rate of the local supply or aquifer. D2b, D2e ❑ ❑ Cite Source: c. The proposed action may allow or result in residential uses in areas without water and D l a, D2c ❑ ❑ sewer services. E2', E2k d. The proposed action may include or require wastewater discharged to groundwater. D2d, E21 ❑ ❑ e. The proposed action may result in the construction of water supply welts in locations D2c, Elf, ❑ ❑ where groundwater is, or is suspected to be, contaminated. E l g, E l h f. The proposed action may require the bulk storage of petroleum or chemical products D2p, E21 ❑ ❑ over ground water or an aquifer. g. The proposed action may involve the commercial application of pesticides within 100 E2h, D2q, [l ❑ feet of potable drinking water or iiTigation sources. E21, D2c h. Other impacts: ❑ C� S. Impact on Flooding The proposed action may result in development on lands subject to flooding. dNN 0 ❑ YES (See Part l.. E.2) If "des ", answertions a - . if "No,", move on to Section 6. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may result in development in a designated floodway. E2i ❑ ❑ b. The proposed action may result in development within a 100 year floodplain. E2' ❑ ❑ c. The proposed action may result in development within a 500 year floodplain. E2k ❑ ❑ d. The proposed action may result in, or require, modification of existing drainage D2b, D2e ❑ ❑ patterns. e. The proposed action may change flood water flows that contribute to flooding. D2b, Eli, ❑ ❑ E2', E2k f. If there is a dam located on the site of the proposed action, is the dam in need of repair, E l e ❑ ❑ or upgrade? Page 3 of 10 g. Other impacts: The proposed action may include a state regulated air emission source. d.N O E]YES 11 El Relevant 6. Impacts on Air The proposed action may include a state regulated air emission source. d.N O E]YES (See Part 1. D.2. f., D,2,h, D.2.g) If "Yes ", answer questions a -f If "No ", move on to Section 7. Relevant Relevant No, or Moderate Part t Part I small to large Question(s) Question(s) impact impact may ma occur may occur occur a. If the proposed action requires federal or state air emission permits, the action may ❑ threatened or endangered species, as listed by New York State or the Federal also emit one or more greenhouse gases at or above the following levels: government, that use the site, or are found on, over, or near the site. i. More than 1000 tons/year of carbon dioxide (CO2) D2g ❑ Cl ii. More than 3.5 tons/year of nitrous oxide (N,O) D2g ❑ ❑ iii. More than 1000 tons/year of carbon equivalent of perfluorocarbons (PFCs) D2g ❑ ❑ iv. More than .045 tons/year of sulfur hexafluoride (SF6) D2g ❑ ❑ ❑ ❑ v. More than 1000 tons/year of carbon dioxide equivalent of D2g ❑ species of special concern or conservation need, as listed by New York State or the hydrochloroflourocarbons (HFCs) emissions Federal government, that use the site, or are found on, over, or near the site. vi. 43 tons/year or more of methane D21a ❑ ❑ b. The proposed action may generate 10 tons/year or more of any one designated D2g ❑ ❑ hazardous air pollutant, or 25 tons/year or more of any combination of such hazardous the Federal government. air pollutants. c. The proposed action may require a state air registration, or may produce an emissions D2f, D2g ❑ ❑ rate of total contaminants that may exceed 5 lbs. per hour, or may include a heat source capable of producing more than 10 million BTU's per hour. d. The proposed action may reach 50% of any of the thresholds in "a" through "c", 172g ❑ ❑ above. e. The proposed action may result in the combustion or thermal treatment of more than I D2s ❑ ❑ ton of refuse per hour. f. Other impacts: ❑ ❑ 7. Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. gym. -q.) NO [YES If".Yes ", answer questions a -j- I ``1Vo 1) 1. move on to Section 8. Relevant No, or Moderate Part t small to large Question(s) impact impact may ma occur occur a. The proposed action may cause reduction in population or loss of individuals of any Ego ❑ threatened or endangered species, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. b. The proposed action may result in a reduction or degradation of any habitat used by E2o ❑ ❑ any rare, threatened or endangered species, as listed by New York State or the federal government. c. The proposed action may cause reduction in population, or loss of individuals, of any E2p ❑ ❑ species of special concern or conservation need, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. d. The proposed action may result in a reduction or degradation of any habitat used by E2p ❑ ❑ any species of special concern and conservation need, as listed by New York State or the Federal government. Page 4 of 10 e. The proposed action may diminish the capacity of a registered National Natural E3c ❑ ❑ Landmark to support the biological community it was established to protect. Question(s) impact impact may may occur occur a. The proposed action may impact soil classified within soil group l through 4 of the f. The proposed action may result in the removal of, or ground disturbance in, any E2n ❑ ❑ portion of a designated significant Natural community. b. The proposed action may sever, cross or otherwise limit access to agricultural land Source: ❑ ❑ (includes cropland, hayf elds, pasture, vineyard, orchard, etc). g. The proposed action may substantially interfere with nestingibreeding, foraging, or E2m ❑ ❑ over --wintering habitat for the predominant species that occupy or use the project site. ❑ ❑ active agricultural land. h. The proposed action. requires the conversion of more than 10 acres of forest, Elb ❑ ❑ grassland or any other regionally or locally important habitat. ❑ ❑ uses, either more than 2.5 acres if located in an Agricultural District, or more than 10 Habitat type & information source: acres if not within an Agricultural District. i. Proposed action (commercial, industrial or recreational projects, only) involves use of D2q ❑ ❑ herbicides or pesticides. ❑ ❑ management system. j. Other impacts: ❑ ❑ S. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) ONO YES �f "des ", ariswer questions a -- h. Y tilvo ", move on to Section 9. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may impact soil classified within soil group l through 4 of the Etc, E3b ❑ ❑ NYS Land Classification _System. b. The proposed action may sever, cross or otherwise limit access to agricultural land Ela, Elb ❑ ❑ (includes cropland, hayf elds, pasture, vineyard, orchard, etc). c. The proposed action may result in the excavation or compaction of the soil profile of E3 ❑ ❑ active agricultural land. d. The proposed action may irreversibly convert agricultural land to non-agricultural Elb, E3a ❑ ❑ uses, either more than 2.5 acres if located in an Agricultural District, or more than 10 acres if not within an Agricultural District. e. The proposed action may disrupt or prevent installation of an agricultural land El a, E l b ❑ ❑ management system. f. The proposed action may result, directly or indirectly, in increased development C2c, C3, ❑ ❑ potential or pressure on farmland. D2c, D2d g. The proposed project is not consistent with the adopted municipal Farmland C2c ❑ ❑ Protection Plan. h. other impacts: ❑ ❑ Page 5 of 10 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from, or are in dN 0 E]YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E. La, E. Lb, E.3.h.) If ".Yes" af�swe� uestians a - a. If "lira ", ¢a to Section 10. Relevant Relevant No, or Moderate Part I Part I small to large Question(s) Question(s) impact impact may may oec r may occur occur a. Proposed action may be visible from any officially designated federal, state, or local E3h [l ❑ scenic or aesthetic resource. nominated by the NYS Board of Historic Preservation for inclusion on the State or b. The proposed action may result in the obstruction, elimination or significant E3h, C 2 b ❑ ❑ screening of one or more officially designated scenic views. b. The proposed action may occur wholly or partially within, or substantially contiguous c. The proposed action may be visible from publicly accessible vantage points: EJ1i ❑ to, an area designated as sensitive for archaeological sites on the NY State Historic i. Seasonally (e.g., screened by summer foliage, but visible during other seasons) ❑ ❑ ii. Year round ❑ ❑ d. The situation or activity in which viewers are engaged while viewing the proposed E3h ❑ to, an archaeological site not included on the NY SHP4 inventory. action is: E2�' Source: i. Routine travel b residents including travel to and from work Y b ❑ C� ii. Recreational or tourism based activities E l c ❑ ❑ e. The proposed action may cause a diminishment of the public enjoyment and E3h ❑ ❑ appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of the proposed D 1 a, Ela, ❑ ❑ project: D 1 f, D l g 0-112 mile %z -3 mile 3-5 mile 5+ mile g. Other impacts: ❑ ❑ 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological U9IV YES resource. (Part 1. E.3 . e, f. and g.) If "Yes ", answer questions a - e. If "No". ao to Section 11. Relevant No, or Moderate Part I small to large Question(s) impact impact may may oec r occur a. The proposed action may occur wholly or partially within, or substantially contiguous De ❑ to, any buildings, archaeological site or district which is listed on or has been nominated by the NYS Board of Historic Preservation for inclusion on the State or National Register of Historic Places. b. The proposed action may occur wholly or partially within, or substantially contiguous E3f ❑ to, an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory. c. The proposed action may occur wholly or artiall within or substantial) contiguous p p Y Y p Y � Yg E3 ❑ to, an archaeological site not included on the NY SHP4 inventory. Source: Page 6 of 10 d. Other impacts: The proposed action may result in a loss of recreational opportunities or a NO YES ❑ [1 (See Part 1. C.2.c, E.1.c., E.2.q.) If any of the above (a -d) are answered "Moderate to large impact may Moderate Relevant No, or e. occur", continue with the following questions to help support conclusions in Part 3: to large Part I small i. The proposed action. may result in the destruction or alteration of all or part E3 e, E3 g, ❑ ❑ of the site or property. E 3 f a. The proposed action may result in a reduction in the quantity of the resource or may occur ii. The proposed action may result in the alteration of the property's setting or De, E3f, ❑ ❑ integrity. E3 g, Ela, E2h, E3d ❑ Elb Elm, Ego, iii. The proposed action may result in the introduction of visual elements which are out of character with the site or property, or may alter its setting. De, Df, Dg, E3h, ❑ ❑ ❑ C2, C3 C2a, E I c, ❑ 11. Impact on open Space and Recreation The proposed action may result in a loss of recreational opportunities or a NO YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.1.c., E.2.q.) If "Yes ", answer estions a - e. If "No ", Lo to Section 12. Moderate Relevant No, or Moderate to large Part I small to large impact may Question(s) impact impact may occur a. The proposed action may result in a reduction in the quantity of the resource or may occur occur a. The proposed action may result in an impairment of natural functions, or "ecosystem D2e, E 1 b ❑ services", provided by an undeveloped area, including but not limited to stormwater E2h, E3d ❑ storage, nutrient cycling, wildlife habitat. Elm, Ego, E2n, EZ ❑ b. The proposed action may result in the loss of a current or future recreational resource. C2a, E I c, ❑ ❑ C2c, E2 c. The proposed action may eliminate open space or recreational resource in an area C2a, C2c with few such resources. E 1 c, E2q d. The proposed action may result in loss of an area now used informally by the C2c, E 1 c ❑ [� community as an open space resource. e. other impacts: [] ❑ 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical Z NO 1-1 YES environmental area (CEA). (See Part 1. E.3 A) I "Yes ", answer questions a - c. ff__'_'No ", go to Section 13. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may result in a reduction in the quantity of the resource or E3d ❑ ❑ characteristic which was the basis for designation of the CEA. b. The proposed action may result in a reduction in the quality of the resource or E3d ❑ ❑ characteristic which was the basis for designation of the CEA. c. Other impacts: ❑ [� Page 7 of 10 13. Impact on Transportation The proposed action may result in a change to existing transportation systems. [�fN O YES (See Part i. D.2.j) If "Yes ", answer r uestions a - f t "No ", o to Section 14. if "Yes'; answer questions a - e. "No ", o to Section 1.5. Relevant No, or Moderate Moderate Part I small to large to large Question(s) Impact impact may impact may a. The proposed action may produce sound above noise levels established by local D2m may occur occur a. Projected traffic increase may exceed capacity of existing road network. D2j ❑ ❑ b. The proposed action may result in the construction of paved parking area for 500 or D2j ❑ ❑ more vehicles. or supply system to serve more than 50 single or two-family residences or to serve a D l q, D2k ❑ c. The proposed action will degrade existing transit access. D2j ❑ ❑ d. The proposed action will degrade existing pedestrian or bicycle accommodations. D2j ❑ ❑ e. The proposed action may alter the present pattern of movement of people or goods. D2j ❑ ❑ f. Other impacts: feet of building area when completed. ❑ ❑ 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy. [21NO F (See Part 1. D.21) if "Yes'; answer questions a - e. "No ", o to Section 1.5. Relevant Relevant No, or Moderate small Part I small to large impact may Question(s) impact impact may a. The proposed action may produce sound above noise levels established by local D2m 1:1 may occur occur a. The proposed action will require a new, or an upgrade to an existing, substation. D2k ❑ ❑ b. The proposed action will require the creation or extension of an energy transmission D l f, ❑ ❑ or supply system to serve more than 50 single or two-family residences or to serve a D l q, D2k ❑ commercial or industrial use. c. The proposed action may utilize more than 2,500 Mwhrs per year of electricity. D2k ❑ ❑ d. The proposed action may involve heating and/or cooling of more than 100,000 square D 1 g ❑ ❑ feet of building area when completed. e. Other Impacts: ❑ ❑ 15. Impact on Noise, Odor, and Light The proposed action may result in an increase in noise, odors, or outdoor lighting. No ❑ YES (See Part 1. D.2.m., n., and o.) L "Yes'; answer questions a - f.ff ".No ", o to Section 16. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may produce sound above noise levels established by local D2m 1:1 ❑ regulation. b. The proposed action may result in blasting within 1,500 feet of any residence, D2rn, E 1 d ❑ ❑ hospital, school, licensed day care center, or nursing home. c. The proposed action may result in routine odors for more than one hour per day. D2o ❑ ❑ Page 8 of 10 d. The proposed action may result in light shining onto adjoining properties. D2n [� ❑ e. The proposed action may result in fighting creating sky -glow brighter than existing area conditions. D2n, Ela ❑ ❑ f: Other impacts: small ❑ ❑ Question(s) 16. Impact on Human Health The proposed action may have an impact on human health from exposure [2] NO EJ YES o new or existing sources of contaminants. (See Part I .D.2.q., E.1. d. f. g. and h.) ff "Yes ", answer questions a - ni. I "No ", ;o to Section 17. Relevant Noor Moderate Part I small to large Question(s) impact impact may may cccu r occur a. The proposed action is located within 1500 feet of a school, hospital, licensed day E l d ❑ ❑ care center, group home, nursing home or retirement community.__ b. The site of the proposed action is currently undergoing remediation. E l g, E l h ❑ ❑ c. There is a completed emergency spill remediation, or a completed environmental site E l g, E lh [� ❑ remediation on, or adjacent to, the site of the proposed action. d. The site of the action is subject to an institutional control limiting the use of the E l g, El h ❑ ❑ property (e.g., easement or deed restriction). e. The proposed action may affect institutional control measures that were put in place E 1 g, E l h ❑ ❑ to ensure that the site remains protective of the environment and human health. f. The proposed action has adequate control measures in place to ensure that future D2t ❑ ❑ generation, treatment and/or disposal of hazardous wastes will be protective of the environment and human health. g. The proposed action involves construction or modification of a solid waste D2q, Elf ❑ ❑ management facility. h. The proposed action may result in the unearthing of solid or hazardous waste. D2q, Elf ❑ ❑ i. The proposed action may result in an increase in the rate of disposal, or processing, of D2r, D2s ❑ ❑ solid waste. j. The proposed action may result in excavation or other disturbance within 2000 feet of Elf, E19 ❑ ❑ a site used for the disposal of solid or hazardous waste. E l h k. The proposed action may result in the migration of explosive gases from a landfill Elf, E l g ❑ ❑ site to adjacent off site structures. 1. The proposed action may result in the release of contaminated leachate from the D2s, E 1 f, ❑ ❑ project site. D2r m. other impacts: ❑ ❑ Page 9 of 10 1.7. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. [?JNO FJYES (See Part 1. C. 'l , C.2. and C.3.) If "des ", answerquestions a -- h. If "No ", go to Section 18. Relevant No, or Moderate Part I small to large Question(s) Impact impact may may occur occur a. The proposed action's land use components may be different from, or in sharp C2, C3, D l a ❑ ❑ contrast to, current surrounding land use pattern(s). Ela, E l b b. The proposed action will cause the pennanent population of the city, town or village C2 ❑ ❑ in which the project is located to grow by more than 5%. c. The proposed action is inconsistent with local land use plans or zoning regulations. C2, C2, C3 ❑ ❑ d. The proposed action is inconsistent with any County plans, or other regional land use C2, C2 ❑ ❑ plans. C2, E3 ❑ ❑ e. The proposed action may cause a change in the density of development that is not C3, D1c, ❑ ❑ supported by existing infrastructure or is distant from existing infrastructure. D 1 d, D l f, ❑ ❑ character. D l d, Elb f. The proposed action is located in an area characterized by love density development C4, D2c, D2d ❑ ❑ that will require new or expanded public infrastructure. D2j g. The proposed action may induce secondary development impacts (e.g., residential or C2a ❑ ❑ commercial development not included in the proposed action) ❑ ❑ h. Other: ❑ ❑ 18. Consistency with Community Character The proposed project is inconsistent with the existing community character. JNO YES (See Part 1. C.2, C.3, D.2, E.3) I f "Yes ", answer questions a - "No ' ; proceed to _Pala 3. Relevant No, or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may replace or eliminate existing facilities, structures, or areas Se, E3f, E3g ❑ ❑ of historic importance to the community. b. The proposed action may create a demand for additional community services (e.g. C4 ❑ ❑ schools, police and fire) c. The proposed action may displace affordable or low-income housing in an area where C2, C3, DI f ❑ ❑ there is a shortage of such housing. D 1 g, E l a d. The proposed action may interfere with the use or enjoyment of officially recognized C2, E3 ❑ ❑ or designated public resources. e. The proposed action is inconsistent with the predominant architectural scale and C2, C3 ❑ ❑ character. f. Proposed action is inconsistent with the character of the existing natural landscape. C2, C3 ❑ ❑ Ela, Elb E2g, E2h g. Other impacts: ❑ ❑ PRINT FULL FORM Page 10 of 10 Agency Use Only [lfApplicable] Project : E18.036 Tate : October 18, 2018 Full En rironmental Assessment Form Part 3 - Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not, or may, result in a significant adverse environmental impact. Based on the analysis in Part 3, the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page, the lead agency can. complete its determination of significance. Reasons Supporting This Determination: To complete this section: Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. Assess the importance of the impact. Importance relates to the geographic scope, duration, probability of the impact occurring, number of people affected by the impact and any additional environmental consequences if the impact were to occur. ® The assessment should take into consideration any design element or project changes. Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not, or may, result in a significant adverse environmental impact. * Provide the reason(s) why the impact may, or will not, result in a significant adverse environmental impact For Conditional Negative Declarations identify the specific condition(s) imposed that will modify the proposed action so that no significant adverse environmental impacts will result. * Attach additional sheets, as needed. Based upon the information provided in Part 1 and an review of potential significant impacts conducted through the use of Part 11, and after discussion and evaluation, the Planning Board finds that no significant adverse environmental impacts will occur with the approval of this project and, as such, issues a negative declarations of environmental impacts. Determination of Significance - Type 1 and Unlisted Actions SEQR Status: [Z] Type 1 El Unlisted Identify portions of EAF completed for this Project: M Part I [Z] Part 2 [Z] Part 3 Upon review of the information recorded on this EAF, as noted, plus this additional support information and considering both the magnitude and importance of each identified potential impact, it is the conclusion of the as lead agency that: [� A. This project will result in no significant adverse impacts on the environment, and, therefore, an environmental impact statement need not be prepared. Accordingly, this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment, that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There wilt, therefore, be no significant adverse impacts from the project as conditioned, and, therefore, this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions (see 6 NYCRR 617A). [:1 C. This Project may result in one or more significant adverse impacts on the environment, and an environmental impact statement must be prepared to further assess the impact(s) and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly, this positive declaration is issued. Name of Action: 385 Broadway Mixed-use Building Name of Lead Agency: Saratoga Springs Planning Board Name of Responsible Officer in Lead Agency: Mark Torpey Title of Responsible Officer: Chairman Signature of Responsible Officer in Lead Agency: ,iVDate: October 18, 2018 Signature of Preparer (if different from Responsible Officer) Date: October 18, 2018 For Further Information: Contact Person: Bradley Birge Address: (interim: 15 Vanderbilt Ave, Saratoga Springs, NY 12866) 474 Broadway, Saratoga Springs, NY 12866 Telephone Number: 518-587-3550 E-mail: bbirge@saratoga-springs.org For Type 1 Actions and Conditioned Negative Declarations, a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located (e.g., Town City l village of) Other involved agencies (if any) Applicant (if any) Environmental Notice .Bulletin: http://www.dec.ny..ov/enb/enb.html PRINT FULL FORM Page 2 of 2 0000 T T— oo oo N N `^ L i 0 Z �j U_ u; CL •CL 0 m O n co w Cl) 4—j >% M � 70 co O MML 'W O W M X W p z w W _ U) U CA Cn W C/) CO z O zz C/) J W z z J O06 J J W Z U)a_ J Q CD U) Cn W a- W- Q z Oa-0�a o wWQof az z Q- z p J J O O z O�OcncnQ OwQP- Q O z U= Z J J z} W W F --- a H H o Q a w w w W' z J W Q W W W>- W-= W= WHOCUpp� 0QH�—H >(n�iip W W W W J —10=COw O X w w= L L LP: Q w O W O UW pcncnc www wmcn�z F— W = r r r r r c%4r»LO(o UUUUU —9 99999 0� 0� w0� Of U) J J J J J J Q p p p p J Z ¢ F Z W LL ¢ U)w CD U CD LU o0- v C15 — LU co F= LU J J U) U LU LL U J W_ Z Z O LU Oo LU J �w F U W LL 01 - LL O J J Ha U w—p ED LU Y LL mLL m0 Cn LL Z O w� mr¢ >U)U) wzS J J J ¢¢w 0 U = z �zui ¢ z W � ZU LU ¢ F LL 2 Ur F Cn U J Z ¢ Cl) d w - C7 w Z � Y J Z CJ LL W O Z cr a C/) V Ir C!) 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J N L� a 1 � Cost Estimate for Letter of Credit Project No: 2018050 Project: 385 Broadway Apartments Location: 385 Broadway Saratoga Springs, New York Date: 5/24/2018 (Revised: 8/15/2018) PB # 18.xxx ON-SITE WORK Item Quantity Unit Unit Cost Subtotal Site Preparation and Grading 1 EA $2,000.00 $2,000.00 Erosion Control (including silt fence & construction access) 1 LS $27000.00 $27000.00 Hardscape 50 LF $42.00 $2,100.00 Asphalt Pavement 2,600 SF $3.00 $7,800.00 Pavement Striping 1 LS $1,000.00 $1,000.00 Cast in Place Concrete Curb 15 LF $30.00 $450.00 Site Amenities Topsoil and Seed 1 LS $500.00 $500.00 Fence 116 LF $25.00 $2,900.00 On -Site Total $14,650.00 On -Site Total X. 25 $33662.50 OFF-SITE WORK Utilities 6" PVC Sanitary line 41 LF $20.00 $820.00 Catch Basin 1 EA $2,000.00 $2,000.00 12" HDPE 58 LF $20.00 $1,160.00 6" DIP Waterline 50 LF $42.00 $2,100.00 Sanitary Connection 1 LS $1,500.00 $1,500.00 16" Water Main Connection 1 EA $27250.00 $2,250.00 16"x6" Tee / Valve 1 EA $27800.00 $27800.00 Hardscape Concrete Sidewalk 1450 SF $5.00 $7,250.00 Granite Curb 105 LF $35.00 $3,675.00 Asphalt Pavement 17350 SF $3.00 $47050.00 Amenities Topsoil and Seed 1 LS $17000.00 $1,000.00 Deciduous Trees 1 EA $700.00 $700.00 Bench 2 EA $400.00 $800.00 Kiosk 1 EA $6,000.00 $6,000.00 As Built Drawings 1 LS $27000.00 $27000.00 Off -Site Total $38,105.00 Total Site Work $52.755.00 Letter of Credit Amounts Total off-site work $387105.00 Total on-site work x .25 $37662.50 Total $41,767.50 L.O.C. amount I I 1 1 $429000.00 NEW YORK STATE OF OPPORTUNITY. ANDREW M. CUOMO Governor June 12, 2018 Parks, Recreation,, and Historic Preservation ROSE HARVEY Commissioner Mr. Robert Fraser Environmental Scientist The LA Group, P.C. 40 Long Alley Saratoga Spring, NY 12866 Re: SEQRA 385 Broadway 385 Broadway, Saratoga Springs, NY 12866 18PRO3079 Dear Mr. Fraser: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP) as part of your SEQRA process. These comments are those of the Division for Historic Preservation and relate only to Historic/ Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impact must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). We have reviewed your submission for the 385 Broadway redevelopment project. We note that 385 Broadway is a non-contributing building within the State and National Register listed Broadway Historic District. We understand that the proposed project will include development of the existing building for mixed residential and commercial use. Because the building is non -historic, we have no concerns with any interior work. Any renovations to the fagade should be appropriate to the surrounding historic district. In addition, we have no archaeological concerns associated with this project. If this project will involve state or federal permitting, funding or licensing, it may require continued review for potential impacts to architectural and archaeological resources, in accordance with Section 106 of the National Historic Preservation Act or Section 14.09 of NYS Parks Recreation and Historic Preservation Law. If you have any questions, I can be reached at (518) 268-2164. Sincerely, f Weston Davey Historic Site Restoration Coordinator weston.davey@parks.ny.gov Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 - (518) 237-8643 - www.nysparks.com via e-mail only 40 Long Alley The LA GROUP Saratoga Springs NY 12866 La nd scape Archi Lec tore & Engineering P -C, 518-587-8100 518 -58'? -0180 www.thelagroup-com Stormwater Pollution Prevention Plan for: 385 Broadway Mix -Use Building Owner/Operator(s): 385 Bway Saratoga, LLC 1732 Western Avenue Albany, NY 12203 Contact: Peter Rosecrans 518-584-9007 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: August 16, 2018 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 .................................... 6 5.5 WATER QUALITY VOLUME.......................................................................................................... 7 5.6 RUNOFF REDUCTION VOLUME..................................................................................................... S 5.7 CHANNEL PROTECTION VOLUME (CPV) ...................................................................................... S 6.0 POST CONSTRUCTION STORMWATER MAINTENANCE .............................................. 8 6.1 MECHANISM OF OPERATION AND MAINTENANCE........................................................................ S 6.2 MAINTENANCE TO BE PERFORMED.............................................................................................. S 7.0 CONSTRUCTION WASTE........................................................................................................ 9 8.0 TEMPORARY STABILIZATION FOR FROZEN CONDITIONS ....................................... 9 9.0 SPILL PREVENTION PRACTICES.......................................................................................10 10.0 CERTIFICATIONS....................................................................................................................14 11.0 DEFINITIONS............................................................................................................................19 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 Historic Preservation/Endangered Species Documentation Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 If modifications are required to the post-stormwater management practices the City of Saratoga Springs must be notified in writing of any planned amendments or modifications to the post -construction stormwater management practice component of the SWPPP. 3.0 SITE ASSESSMENT, EVALUATION AND PLANNING 3.1 Project Location The project is located at 385 Broadway, 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 to the north of the existing Druthers Building. The site is currently comprised of buildings, paved parking area and some grass area. Stormwater runoff from the existing building is collected into a closed drainage off site that discharges to the City drainage complex. 3.3 Project Scope The project includes the construction of a five -story mixed use building. The building will include approximately 12,000 square feet of commercial space and 73 apartments units. The Project will disturb approximately +/-0.73 acres. 3.4 Receiving Waters The site discharges to the City of Saratoga Springs municipal storm sewer network. 3.5 Historic Preservation Determination/Endangered Species The project area is within an area that is shown on the OPRHP website that might possibly contain archeologically sensitive resources; however, the entire site has been previously disturbed and therefore no sensitive resources should be encountered. The Project site is outside of areas noted on the NYSDEC Environmental Resource Mapper that may contain threatened or endangered species, or a critical habitats. A copy of the environmental resource mapper can be found in Appendix E. 3.6 Soils LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering Y C Page 2 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 The USDA/NRCS soil survey map for this site shows mapped in the project vicinity. These soils are classified `A'. Soil report can be found in Appendix B. 4.0 EROSION AND SEDIMENT CONTROL 4.1 Erosion and Sediment Control Practices Temporary Structural Practices ✓ Silt Fence ✓ Inlet Protection ✓ Dust Control ✓ Construction Entrance Permanent Structural Controls ✓ Asphalt pavement/concrete walks Windsor loamy sand series in the hydrologic soil group 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. Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 3 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 Construction Activities Start 4 Stop Sequence must include major items such as, but not limited to, clearing and grubbing, excavation and grading, utility and infrastructure installation and any other activity resulting in soil disturbance. Include installation of erosion and sediment control practices and timing of installation. Install silt fence, construction fence and inlet protection prior to any site disturbance. Maintain erosion control measures Week 1 for duration of site disturbances. Building demolition, site excavation and install underground Weeks 1-3 utilities. Building construction Week 3 - completion Fine grade and landscape After completion of building Remove erosion and sediment control measures upon At completion stabilization of contributing areas. 80% Germination 4.4 Erosion and Sediment Control Practice Maintenance Temporary erosion and sediment control practices will need to be maintained frequently during construction. It is the responsibility of the operator to inspect, and maintain the temporary controls so that they are working efficiently. The operator needs to pay close attention to SWPPP Inspection Reports that will advise of needed maintenance. Captured sediment will have to be removed periodically from each practice in order for the control to function properly. Temporary erosion and sediment control practice maintenance needs are listed below: ✓ Silt fence — maintenance shall be performed as needed and material removed when "bulges" develop in the silt fence. ✓ Storm drain inlet protection — inspect after each storm event. Remove sediment when 50 percent of the storage volume is achieved. ✓ Stabilized construction entrance — entrance shall be maintained in a condition which shall prevent tracking. This may require periodic top dressing with additional aggregate. All sediment tracked onto or spilled on public rights of way shall be removed immediately. When necessary, wheels must be cleaned to remove sediment prior to entrance on public rights of way. When washing is required, it shall be done in an area stabilized with aggregate. Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 4 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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. Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 5 Stormwater Pollution Prevention Plan 4.6 Contractor Sequence Form 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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 as a volume reduction technique and to capture and treat roof runoff prior to discharge off-site. Stormwater runoff from the roof will discharge to a new catch basin installed along Broadway. In addition, the existing stormwater infrastructure along Broadway will be upsized from an 8" line to a 12" storm line to provide adequate flow capacity once offsite. 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, N H . The SCS 24-hour Type 11 design storms for 1, 10, and 100 -year frequency rainfall were analyzed (Appendix A). ✓ Hydrologic/hydraulic analysis for all structural components of the stormwater control system for the applicable design storms. ✓ Comparison of post -development stormwater runoff conditions with pre - development conditions. ✓ Dimensions, material specifications and installation details for each post - construction stormwater control practice. 5.4 Comparison of Pre and Post Construction Stormwater Runoff Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 6 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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. Under pre -development conditions the majority of the site drains to either the East or West. Roof runoff is captured and drains to the Broadway closed storm sewer system. The storm system in Broadway flows south via an 8" line to a catch basin in from of the Adelphi (AP -1). Runoff from the parking areas at the west edge of the site enters a closed storm sewer system to the west of the building which runs south to Washington Street. The Washington Street drainage system flows east to the corner at Broadway and then north to a storm manhole at the intersection of Broadway and Phila Street. Both storm sewer systems meet at Phila Street and flow east to twin 7' x 9' box culverts that run through the city. Post -development stormwater roof runoff will be discharged to a new 12" storm pipe at Broadway that will connect into an existing catch basin to the south of the project area. Runoff from the area west of the building will continue to enter the closed storm sewer system that runs south to Washington Street. Both systems connect at the intersection of Phila Street and Broadway which is the analysis point for the project (AP -1). The project proposes no increase in flow to the twin 7' x 9' box culverts. 5.5 Water Quality Volume The following formula was utilized to determine water quality volume: WQv= (P) (Rv)(A) 12 Where: WQv= Water Quality Volume (acre/feet) Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 7 Table 4-1 Existing Conditions Versus Proposed Conditions Peak Discharge Rates Analysis AP -1 Point Existing Proposed Design Storm (cfs) (cfs) 10 -Year 3.73 3.08 100 -Year 6.48 5.31 5.5 Water Quality Volume The following formula was utilized to determine water quality volume: WQv= (P) (Rv)(A) 12 Where: WQv= Water Quality Volume (acre/feet) Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 7 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 P = 90% Rainfall Event Rv = 0.05 + 0.009(1) where I is impervious cover in percent A = Subcatchment area in acres Water quality volume at the site will be managed though the use of a green roof. The use of a green roof meets the standard practice requirements of the New York State Stormwater Design Manual. Table 5-1 Water Quality Volume WQv Summar SMPProvided Type (ac -ft) SMP -1 Green Roof 0.019 Total 0.019 A total of 3,784 SF of Green Roof (SMP -1) provides WQv through volume reduction. The required WQv for the project site is 0.018 ac -ft, which is less than the WQv provided (0.019 ac -ft). 5.6 Runoff Reduction Volume The total Runoff Reduction for this project is 0.019 ac -ft provided by the green roof. This is greater than the required Runoff Reduction which is 0.002 ac -ft 5.7 Channel Protection Volume (CPv) The project fully reduces the CPv through the use of green infrastructure. 6.0 POST CONSTRUCTION STORMWATER MAINTENANCE 6.1 Mechanism of Operation and Maintenance 385 Bway Saratoga, LLC will be responsible for the long-term operation and maintenance of the stormwater management practices for the life of the site. 6.2 Maintenance to be Performed Post -construction maintenance for this project will consist of regular inspections of permanent stormwater management facilities. These maintenance procedures are essential to assure continual performance of the stormwater management practices on your site. During the inspection and any maintenance activity to the stormwater management practices, the responsible party should fill out an inspection and maintenance log (Appendix C) to record that it was done. The City of Saratoga Springs shall approve a formal maintenance and inspection agreement in accordance with City Code Chapter 242 for stormwater management Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering Y C Page 8 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 facilities to ensure the practices will be properly operated and maintained in accordance with the long-term operation and maintenance plans. This agreement shall be binding on all subsequent land owners and recorded in the office of the County Clerk as a deed restriction on the property. The operator shall retain a qualified professional to: 1) summarize the inspections conducted, maintenance activities performed and repairs made throughout the year, and 2) certify to the City that the specific stormwater management facilities installed at the site are being properly maintained, are in good operation condition and functioning as intended. Green Roof ■ Maintenance may include watering, fertilizing and weeding as needed, specifically during the first year. ■ Roof drains should be checked after each major storm event and cleaned as needed. ■ Clean trash and debris out of system as necessary ■ Dead or diseased vegetation should be replaced ■ Areas devoid of mulch shall be re -mulched on an annual basis 7.0 CONSTRUCTION WASTE Waste Materials: All waste materials generated during construction will be disposed at a suitable landfill or transfer station. Hazardous Waste: The project will not be a generator of hazardous waste and it is not anticipated that any hazardous waste will be generated during construction. If there are any materials generated, a licensed hazardous waste carrier will be contracted to dispose the hazardous material at a suitable disposal site. If hazardous materials are discovered during construction, the work will be stopped until the issue is resolved. Waste: Portable sanitary facilities will be made available to construction personnel and will be serviced regularly. 8.0 TEMPORARY STABILIZATION FOR FROZEN CONDITIONS The following temporary stabilization measures MUST be performed when construction is occurring during winter/frozen ground conditions. The following requirements do not supersede any other requirements of this SWPPP as they apply to non -frozen ground conditions. ■ Perimeter erosion control MUST still be installed prior to earthwork disturbance as per this SWPPP. LC) The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 9 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 ■ 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. ■ 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 LC) The LA GROUP Land scape h rc h ii eau re & E ng itieering Y C Page 10 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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. ■ 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. Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 11 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 ■ 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. ■ 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. Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 12 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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 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 Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 13 Stormwater Pollution Prevention Plan 10.0 CERTIFICATIONS 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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: Signature: Brett Strom Company Name: The LA Group, PC Owner Pollution Prevention Plan Certification Title: Professional Engineer 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: Peter Rosencrans Title: Company Name: 385 Bway Saratoga, LLC LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Date: Page 14 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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 storm water 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 LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 15 1. 2. SWPPP Components You 3. Are Responsible For 4. 5. 6. Name of Trained Individual Responsible for SWPPP Implementation Title Signature of Trained Individual Responsible for SWPPP Implementation Date LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 15 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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 storm water 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 LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C 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 LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 16 Stormwater Pollution Prevention Plan Contractor and Subcontractor Certification 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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 storm water 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 LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C 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 LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 18 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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. Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 19 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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.) Lc)m The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 20 Stormwater Pollution Prevention Plan 385 Broadway Mixed -Use Building The LA Group Project Number -2018050 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. LOM The LA GROUP Land scape h rc h ii eau re & E ng itieering V C Page 21 Appendix A HydroCAD Calculations and Storm Data HYDROCAD CALCULATIONS PRE DEVELOPMENT v ca00 c LA 6 I? I? 00 'o In inN CN (3) z (3j > < o 10 > -ry > 60 I Co Q) 0 0, v Lr) Ln cc LA 3: 00 Lr, 2 00 m .2— 3: z Lu co lu rn L 11 z, M —i < II O co OO < < LU LU a]'Vmdcu ddXL,R WiSIXi Is—ls—ls—ls—ls—Ls—ls—1ST O O ry O 0 o' -o co 0 cl ( 1 Subcat r000�\ AP� 1 10.0 AP— 1 Subcat Subcat Reach 4on Link Routing Diagram for Pre-Development_ Burns_ 385 Broadway Prepared by The LA Group, Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Pre-Development—Burns-385 Broadway Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.057 39 >75% Grass cover, Good, HSG A (2) 0.730 98 Paved parking, HSG A (1, 2) 0.787 94 TOTAL AREA Pre-Development—Burns-385 Broadway Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.787 HSG A 112 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 0.787 TOTAL AREA Pre-Development—Burns-385 Broadway Prepared by The LA Group HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Printed 8/16/2018 Page 4 Ground Covers (all nodes) HSG -A HSG -B HSG -C HSG -D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.057 0.000 0.000 0.000 0.000 0.057 >75% Grass cover, Good 2 0.730 0.000 0.000 0.000 0.000 0.730 Paved parking 1, 2 0.787 0.000 0.000 0.000 0.000 0.787 TOTAL AREA Pre -Development _Burns_385 Broadway Type 11 24 -hr 1 -year Rainfall=2.15" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 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=19,203 sf 100.00% Impervious Runoff Depth>1.79" Tc=6.0 min CN=98 Runoff=1.29 cfs 0.066 of Subcatchment2: Subcat 2 Runoff Area=0.346 ac 83.51% Impervious Runoff Depth>1.00" Tc=6.0 min CN=88 Runoff=0.65 cfs 0.029 of Link AP -1: AP -1 Inflow=1.93 cfs 0.095 of Primary=1.93 cfs 0.095 of Total Runoff Area = 0.787 ac Runoff Volume = 0.095 of Average Runoff Depth = 1.44" 7.25% Pervious = 0.057 ac 92.75% Impervious = 0.730 ac Pre-Development—Burns-385 Broadway Type 11 24 -hr 10 -year Rainfall=3.75" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 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=19,203 sf 100.00% Impervious Runoff Depth>3.24" Tc=6.0 min CN=98 Runoff=2.28 cfs 0.119 of Subcatchment2: Subcat 2 Runoff Area=0.346 ac 83.51% Impervious Runoff Depth>2.33" Tc=6.0 min CN=88 Runoff=1.45 cfs 0.067 of Link AP -1: AP -1 Inflow=3.73 cfs 0.186 of Primary=3.73 cfs 0.186 of Total Runoff Area = 0.787 ac Runoff Volume = 0.186 of Average Runoff Depth = 2.84" 7.25% Pervious = 0.057 ac 92.75% Impervious = 0.730 ac Pre-Development—Burns-385 Broadway Type 11 24 -hr 100 -year Rainfall=6.20" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 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=19,203 sf 100.00% Impervious Runoff Depth>5.45" Tc=6.0 min CN=98 Runoff=3.79 cfs 0.200 of Subcatchment2: Subcat 2 Runoff Area=0.346 ac 83.51% Impervious Runoff Depth>4.52" Tc=6.0 min CN=88 Runoff=2.69 cfs 0.130 of Link AP -1: AP -1 Inflow=6.48 cfs 0.330 of Primary=6.48 cfs 0.330 of Total Runoff Area = 0.787 ac Runoff Volume = 0.330 of Average Runoff Depth = 5.04" 7.25% Pervious = 0.057 ac 92.75% Impervious = 0.730 ac Pre-Development—Burns-385 Broadway Type 11 24 -hr 100 -year Rainfall=6.20" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1: Subcat 1 Runoff = 3.79 cfs @ 11.96 hrs, Volume= 0.200 af, 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 -year Rainfall=6.20" Area (sf) CN Description 195203 98 Paved parking, HSG A 191203 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 = 2.69 cfs @ 11.96 hrs, Volume= 0.130 af, Depth> 4.52" 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 -year Rainfall=6.20" Area (ac) CN Description 0.057 39 >75% Grass cover, Good, HSG A 0.289 98 Paved parking, HSG A 0.346 88 Weighted Average 0.057 16.49% Pervious Area 0.289 83.51 % 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 = 0.787 ac, 92.75% Impervious, Inflow Depth > 5.04" for 100 -year event Inflow = 6.48 cfs @ 11.96 hrs, Volume= 0.330 of Primary = 6.48 cfs @ 11.96 hrs, Volume= 0.330 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs O . OV) W § 00 �o � 0 11 v0 Joy ,?9 tiI. -, o 0 0 0 U) n r\j r1l a) E–i V) OJ > 0 (D QjLn V) g M. 41 6 Ln r\j 0 % Ln U m lu 00 Ln 2 t —j 'o In rn m 00 , —T T �z 15 ST - ST ST - ST C4� �SMP-2 O Subcat 4 Upper Green R0% SubCat 1 CB 1P � 12" Culp SMP -1 Subcat 3 Lower Green Roof Subcat Reach Aon Link O Subcat 2 P-1 Post-Development—Burns-385 Broadway Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.130 39 >75% Grass cover, Good, HSG A (1, 2, 31 4) 0.653 98 Paved parking, HSG A (1, 2, 3, 4) 0.783 88 TOTAL AREA Post-Development—Burns-385 Broadway Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.783 HSG A 1, 2, 3, 4 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 0.783 TOTAL AREA Post-Development—Burns-385 Broadway Prepared by The LA Group HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Printed 8/16/2018 Page 4 Ground Covers (all nodes) HSG -A HSG -B HSG -C HSG -D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.130 0.000 0.000 0.000 0.000 0.130 >75% Grass cover, Good 1, 2, 3, 4 0.653 0.000 0.000 0.000 0.000 0.653 Paved parking 1, 27 3, 4 0.783 0.000 0.000 0.000 0.000 0.783 TOTAL AREA Post -Development -Burns -385 Broadway Type 11 24 -hr 1 -year Rainfall=2.15" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 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=0.448 ac 100.00% Impervious Runoff Depth>1.79" Tc=6.0 min CN=98 Runoff=1.31 cfs 0.067 of Subcatchment2: Subcat 2 Runoff Area=0.103 ac 57.65% Impervious Runoff Depth>0.34" Tc=6.0 min CN=73 Runoff=0.06 cfs 0.003 of Subcatchment3: Subcat 3 Runoff Area=0.106 ac 73.80% Impervious Runoff Depth>0.73" Tc=6.0 min CN=83 Runoff=0.15 cfs 0.006 of Subcatchment4: Subcat 4 Runoff Area=0.126 ac 53.40% Impervious Runoff Depth>0.28" Tc=6.0 min CN=71 Runoff=0.06 cfs 0.003 of Pond 1 P: 12" Culvert Peak Elev=299.24' Inflow=1.50 cfs 0.076 of 12.0" Round Culvert n=0.013 L=20.0' S=0.0200'/' Outflow=1.50 cfs 0.076 of Pond SMP -1: Lower Green Roof Peak EIev=307.60' Storage=2 cf Inflow=0.15 cfs 0.006 of Primary=0.15 cfs 0.006 of Secondary=0.00 cfs 0.000 of Outflow=0.15 cfs 0.006 of Pond SMP -2: Upper Green Roof Peak EIev=347.00' Storage=1 cf Inflow=0.06 cfs 0.003 of Primary=0.06 cfs 0.003 of Secondary=0.00 cfs 0.000 of Outflow=0.06 cfs 0.003 of Link AP -1: AP -1 Inflow=1.56 cfs 0.079 of Primary=1.56 cfs 0.079 of Total Runoff Area = 0.783 ac Runoff Volume = 0.079 of Average Runoff Depth = 1.21" 16.62% Pervious = 0.130 ac 83.38% Impervious = 0.653 ac Post -Development -Burns -385 Broadway Type 11 24 -hr 10 -year Rainfall=3.75" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 0 2018 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=0.448 ac 100.00% Impervious Runoff Depth>3.24" Tc=6.0 min CN=98 Runoff=2.32 cfs 0.121 of Subcatchment2: Subcat 2 Runoff Area=0.103 ac 57.65% Impervious Runoff Depth>1.22" Tc=6.0 min CN=73 Runoff=0.24 cfs 0.011 of Subcatchment3: Subcat 3 Runoff Area=0.106 ac 73.80% Impervious Runoff Depth>1.91" Tc=6.0 min CN=83 Runoff=0.38 cfs 0.017 of Subcatchment4: Subcat 4 Runoff Area=0.126 ac 53.40% Impervious Runoff Depth>1.11" Tc=6.0 min CN=71 Runoff=0.27 cfs 0.012 of Pond 1 P: 12" Culvert Peak Elev=299.66' Inflow=2.85 cfs 0.150 of 12.0" Round Culvert n=0.013 L=20.0' S=0.0200'/' Outflow=2.85 cfs 0.150 of Pond SMP -1: Lower Green Roof Peak EIev=307.69' Storage=31 cf Inflow=0.38 cfs 0.017 of Primary=0.28 cfs 0.017 of Secondary=0.00 cfs 0.000 of Outflow=0.28 cfs 0.017 of Pond SMP -2: Upper Green Roof Peak EIev=347.00' Storage=3 cf Inflow=0.27 cfs 0.012 of Primary=0.26 cfs 0.012 of Secondary=0.00 cfs 0.000 of Outflow=0.26 cfs 0.012 of Link AP -1: AP -1 Inflow=3.08 cfs 0.160 of Primary=3.08 cfs 0.160 of Total Runoff Area = 0.783 ac Runoff Volume = 0.160 of Average Runoff Depth = 2.45" 16.62% Pervious = 0.130 ac 83.38% Impervious = 0.653 ac Post -Development -Burns -385 Broadway Type 11 24 -hr 100 -year Rainfall=6.20" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 0 2018 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=0.448 ac 100.00% Impervious Runoff Depth>5.45" Tc=6.0 min CN=98 Runoff=3.85 cfs 0.203 of Subcatchment2: Subcat 2 Runoff Area=0.103 ac 57.65% Impervious Runoff Depth>3.00" Tc=6.0 min CN=73 Runoff=0.58 cfs 0.026 of Subcatchment3: Subcat 3 Runoff Area=0.106 ac 73.80% Impervious Runoff Depth>4.00" Tc=6.0 min CN=83 Runoff=0.75 cfs 0.035 of Subcatchment4: Subcat 4 Runoff Area=0.126 ac 53.40% Impervious Runoff Depth>2.82" Tc=6.0 min CN=71 Runoff=0.66 cfs 0.030 of Pond 1 P: 12" Culvert Peak EIev=300.66' Inflow=4.74 cfs 0.268 of 12.0" Round Culvert n=0.013 L=20.0' S=0.0200'/' Outflow=4.74 cfs 0.268 of Pond SMP -1: Lower Green Roof Peak EIev=308.34' Storage=270 cf Inflow=0.75 cfs 0.035 of Primary=0.28 cfs 0.035 of Secondary=0.00 cfs 0.000 of Outflow=0.28 cfs 0.035 of Pond SMP -2: Upper Green Roof Peak EIev=347.03' Storage=17 cf Inflow=0.66 cfs 0.030 of Primary=0.61 cfs 0.030 of Secondary=0.00 cfs 0.000 of Outflow=0.61 cfs 0.030 of Link AP -1: AP -1 Inflow=5.31 cfs 0.294 of Primary=5.31 cfs 0.294 of Total Runoff Area = 0.783 ac Runoff Volume = 0.294 of Average Runoff Depth = 4.51" 16.62% Pervious = 0.130 ac 83.38% Impervious = 0.653 ac Post -Development -Burns -385 Broadway Type 11 24 -hr 100 -year Rainfall=6.20" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 © 2018 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1: Subcat 1 Runoff = 3.85 cfs @ 11.96 hrs, Volume= 0.203 af, 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 -year Rainfall=6.20" Area (ac) CN Description 0.000 39 >75% Grass cover, Good, HSG A 0.448 98 Paved parking, HSG A 0.448 98 Weighted Average 0.000 0.00% Pervious Area 0.448 100.00% 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 = 0.58 cfs @ 11.97 hrs, Volume= 0.026 af, Depth> 3.00" 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 -year Rainfall=6.20" Area (ac) CN Description 0.044 39 >75% Grass cover, Good, HSG A 0.059 98 Paved parking, HSG A 0.103 73 Weighted Average 0.044 42.35% Pervious Area 0.059 57.65% 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 = 0.75 cfs @ 11.97 hrs, Volume= 0.035 af, Depth> 4.00" 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 -year Rainfall=6.20" Area (ac) CN Description 0.028 39 >75% Grass cover, Good, HSG A 0.078 98 Paved parking, HSG A 0.106 83 Weighted Average 0.028 26.20% Pervious Area 0.078 73.80% Impervious Area Post -Development -Burns -385 Broadway Type 11 24 -hr 100 -year Rainfall=6.20" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 0 2018 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 = 0.66 cfs @ 11.97 hrs, Volume= 0.030 af, Depth> 2.82" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -year Rainfall=6.20" Area (ac) CN Description 0.059 39 >75% Grass cover, Good, HSG A 0.067 98 Paved parking, HSG A 0.126 71 Weighted Average 0.059 46.60% Pervious Area 0.067 53.40% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Pond 1 P: 12" Culvert Inflow Area = 0.680 ac, 87.28% Impervious, Inflow = 4.74 cfs @ 11.96 hrs, Volume Outflow = 4.74 cfs @ 11.96 hrs, Volume Primary = 4.74 cfs @ 11.96 hrs, Volume Inflow Depth > 4.74" = 0.268 of = 0.268 af, = 0.268 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 300.66' @ 11.96 hrs for 100 -year event Atten= 0%, Lag= 0.0 min Device Routing Invert Outlet Devices #1 Primary 298.59' 12.0" Round Culvert L= 20.0' Ke= 0.500 Inlet / Outlet Invert= 298.59'/ 298.19' S= 0.0200 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf Primary OutFlow Max=4.63 cfs @ 11.96 hrs HW=300.59' (Free Discharge) Ll =Culvert (Inlet Controls 4.63 cfs @ 5.90 fps) Summary for Pond SMP -1: Lower Green Roof Inflow Area = 0.106 ac, 73.80% Impervious, Inflow = 0.75 cfs @ 11.97 hrs, Volume Outflow = 0.28 cfs @ 11.80 hrs, Volume Primary = 0.28 cfs @ 11.80 hrs, Volume Secondary = 0.00 cfs @ 5.00 hrs, Volume Inflow Depth > 4.00" = 0.035 of = 0.035 af, = 0.035 of = 0.000 of for 100 -year event Atten= 63%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs / 2 Post -Development -Burns -385 Broadway Type 11 24 -hr 100 -year Rainfall=6.20" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 0 2018 HydroCAD Software Solutions LLC Page 4 Peak Elev= 308.34' @ 12.09 hrs Surf.Area= 1,200 sf Storage= 270 cf Plug -Flow detention time= 8.0 min calculated for 0.035 of (99% of inflow) Center -of -Mass det. time= 4.2 min (769.6 - 765.4 ) Volume Invert Avail.Storage Storage Description #1 307.59' 567 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Voids Inc.Store Cum.Store (feet) (sq -ft) (%) (cubic -feet) (cubic -feet) 307.59 11200 0.0 0 0 307.76 15200 25.0 51 51 308.26 1,200 20.0 120 171 308.27 11200 100.0 12 183 308.59 15200 100.0 384 567 Device Routing Invert Outlet Devices #1 Primary 307.59' 10.000 in/hr Exfiltration over Surface area #2 Secondary 308.37' 6.0" Horiz. Orifice/Grate C=0.600 25584 Limited to weir flow at low heads Primary OutFlow Max=0.28 cfs @ 11.80 hrs HW=307.60' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.28 cfs) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=307.59' (Free Discharge) L2=0rifice/Grate (Controls 0.00 cfs) Summary for Pond SMP -2: Upper Green Roof Inflow Area = 0.126 ac, 53.40% Impervious, Inflow Depth > 2.82" for 100 -year event Inflow = 0.66 cfs @ 11.97 hrs, Volume= 0.030 of Outflow = 0.61 cfs @ 11.98 hrs, Volume= 0.030 af, Atten= 7%, Lag= 0.1 min Primary = 0.61 cfs @ 11.98 hrs, Volume= 0.030 of Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs / 2 Peak Elev= 347.03' @ 12.00 hrs Surf.Area= 2,584 sf Storage= 17 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= (not calculated: outflow precedes inflow) Volume Invert Avail.Storage Storage Description #1 347.00' 1,221 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Voids Inc.Store Cum.Store (feet) (sq -ft) (%) (cubic -feet) (cubic -feet) 347.00 21584 0.0 0 0 347.17 25584 25.0 110 110 347.67 25584 20.0 258 368 347.68 21584 100.0 26 394 348.00 25584 100.0 827 15221 Post-Development—Burns-385 Broadway Type 11 24 -hr 100 -year Rainfall=6.20" Prepared by The LA Group Printed 8/16/2018 HydroCADO 10.00-21 s/n 00439 0 2018 HydroCAD Software Solutions LLC Page 5 Device Routing Invert Outlet Devices #1 Primary 347.00' 10.000 in/hr Exfiltration over Surface area #2 Secondary 347.78' 6.0" Horiz. Orifice/Grate C=0.600 Limited to weir flow at low heads Primary OutFlow Max=0.60 cfs @ 11.98 hrs HW=347.02' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.60 cfs) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=347.00' (Free Discharge) L2=Orifice/Grate (Controls 0.00 cfs) Summary for Link AP -1: AP -1 Inflow Area = 0.783 ac, 83.38% Impervious, Inflow Depth > 4.51 " for 100 -year event Inflow = 5.31 cfs @ 11.96 hrs, Volume= 0.294 of Primary = 5.31 cfs @ 11.96 hrs, Volume= 0.294 af, 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 # 385 Broadway Water Quality Volume Calculation 5/24/2018 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 Required WQv New Impervious Impervious 100.00% Rv 0.95 90% Rainfall 1.15 Area in Square Feet 11350 WQv Required = 123 ft 0.003 ac-ft Disturbed Impervious %Impervious 100.00% Rv 0.95 90% Rainfall 1.15 Area in Square Feet 29,447 WQv Calculated = 2681 ft 0.062 ac-ft 25% WQv Required= 670 ft 3 0.015 ac-ft Total WQv Required= 793 ft3 0.018 ac-ft Extensive Green Roof Worksheet WQv <_ VSM + VDL + (DP x AGR) VSM = AGR x DSM x nSM VDL = AGR x DDL x nDL Enter Site Data For Drainage Area to be Treated by Practice Catchment Impervious Percent Total Area Rv WQv Precipitation Description Number Area Impervious (Acres) (Acres) (ft 3) (in) 2 0.25 0.25 100% 0.95 991 1.15 0 Enter Parameters for Proposed Green Roof Calculations Notes Green Roof Surface Area AGR 3784 ft 2 Volume Provided In Drainage Layer VDL 161 Depth of Soil Media DSM 0.5 ft 0.25-0.5 Depth of Drainage Layer DDL 0.17 ft Depth of Ponding Above Surface DP 0.08 ft Porosity of the Soil Media nSM 20% Max 20°0 Porosity of the Drainage Layer nDL 25% Max 25°0 Runoff Reduction Error ft3 mag.8UakiC, eI 43rc,vA -rg ts+'lediu ra E>rainaga. A+eralk3n, Water Z3tnragde and FRocst E�.a rrriier 1"sulantmon Membrane 111res4neon an<j R<HDt Dame r We3hog rel ems n e S tnac-- i ra g Uj:O,ix>rt Calculations Volume Provided In Soil Media VSM 378 ft Volume Provided In Drainage Layer VDL 161 ft3 Volume in Ponding Layer 314 ft3 Storage Volume Provided in Green Roof 853 t3 Runoff Reduction Error ft3 mag.8UakiC, eI 43rc,vA -rg ts+'lediu ra E>rainaga. A+eralk3n, Water Z3tnragde and FRocst E�.a rrriier 1"sulantmon Membrane 111res4neon an<j R<HDt Dame r We3hog rel ems n e S tnac-- i ra g Uj:O,ix>rt Appendix B Soil Survey and Map Set Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http-//www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https-//offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http-//www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface.................................................................................................................... 2 HowSoil Surveys Are Made..................................................................................5 SoilMap.................................................................................................................. 8 SoilMap................................................................................................................9 Legend................................................................................................................10 MapUnit Legend................................................................................................ 11 MapUnit Descriptions.........................................................................................11 SaratogaCounty, New York............................................................................13 WnB Windsor loamy sand, 3 to 8 percent slopes.....................................13 References............................................................................................................15 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components, the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 0 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. 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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, onsite investigation is needed to define and locate the soils and miscellaneous areas. 11 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI WnB Windsor loamy sand, 3 to 8 percent slopes 2.7 100.0% Totals for Area of Interest 2.7 100.0% 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, onsite investigation is needed to define and locate the soils and miscellaneous areas. 11 Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Saratoga County, New York WnB—Windsor loamy sand, 3 to 8 percent slopes Map Unit Setting National map unit symbol. 2svkf Elevation. 0 to 1,210 feet Mean annual precipitation. 36 to 71 inches Mean annual air temperature. 39 to 55 degrees F Frost -free period. 140 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Windsor, loamy sand, and similar soils. 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Windsor, Loamy Sand Setting Landform: Deltas, dunes, outwash plains, outwash terraces Landform position (three-dimensional): Riser, tread Down-slope shape. Linear, convex Across -slope shape. Linear, convex Parent material. Loose sandy glaciofluvial deposits derived from granite and/or loose sandy glaciofluvial deposits derived from schist and/or loose sandy glaciofluvial deposits derived from gneiss Typical profile O - 0 to 1 inches: moderately decomposed plant material A - 1 to 3 inches. loamy sand Bw - 3 to 25 inches. loamy sand C - 25 to 65 inches: sand Properties and qualities Slope. 3 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class. Excessively drained Runoff class. Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very high (1.42 to 99.90 in/hr) Depth to water table. More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (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): 2s Hydrologic Soil Group: A Hydric soil rating. No 13 Custom Soil Resource Report Minor Components Hinckley, loamy sand Percent of map unit. 10 percent Landform: Deltas, kames, eskers, outwash plains Landform position (two-dimensional). Summit, shoulder, backslope Landform position (three-dimensional): Head slope, nose slope, side slope, crest, rise Down-slope shape. Convex Across -slope shape. Convex, linear Hydric soil rating. No Deerfield, loamy sand Percent of map unit. 5 percent Landform: Outwash plains, deltas, terraces Landform position (two-dimensional). Footslope Landform position (three-dimensional): Tread, talf Down-slope shape. Linear Across -slope shape. Linear Hydric soil rating. No 14 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http-//www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11 th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http-//www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http-//www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 15 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 43041. http-//www.nres.usda.gov/wps/portal/ n res/deta i I/soi Is/scientists/?cid= n res 142 p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http-//www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid = n res 142 p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nres.usda.gov/Internet/FSE_DOCUMENTS/nresl42p2_052290.pdf 16 385 Broadway Mixed -Use Building WEEKLY SWPPP INSPECTION REPORT Inspector Name: Date: Signature (required): Time: Weather: I Inspection #: Soil Conditions (dry, saturated, etc): I Note: Digital photos, with date stamp required for all practices requiring corrective action, before and after, to be attached to the inspection report. YES NO N/A 1. ❑ ❑ ❑ 2. Routine Inspection. Date of last inspection: Inspection following rain event. Date/time of storm ending: Rainfall amount: Recorded by: 3. ❑ ❑ ❑ Is this a final site inspection? 4. ❑ ❑ ❑ Has site undergone final stabilization? ❑ ❑ ❑ If so, have all temporary erosion and sediment controls been removed? Site Disturbance (Indicate Locations on Plan) YES NO N/A 1. ❑ ❑ ❑ Areas previously disturbed, but have not undergone active site work in the last 14 days? 2. ❑ ❑ ❑ Areas disturbed within last 14 days? 3. ❑ ❑ ❑ Areas expected to be disturbed in next 14 days? 4. ❑ ❑ ❑ Do areas of steep slopes or complex stabilization issues exist? If "YES" explain: 5. ❑ ❑ ❑ Are there currently more than 5 acres of disturbed soil at the site? If so make sure there is an approval letter from NYS DEC. Additional Comments: Inspection of Erosion and Sediment Control Devices Type of Control Device Accumulation (if any) in % Repairs/Maintenance Needed 1. 2. 3. 4. 5. 6. Stabilization/Runoff YES NO N/A 1. ❑ ❑ ❑ Are all existing disturbed areas contained by control devices? Type of devices: 2. ❑ ❑ ❑ Are there areas that require stabilization within the next 14 days? Specify Area: 3. ❑ ❑ ❑ Have stabilization measures been initiated in inactive areas? 4. ❑ ❑ ❑ Is there current snow cover or frozen ground conditions? 5. ❑ ❑ ❑ Rills or gullies? 6. ❑ ❑ ❑ Slumping/deposition? 7. ❑ ❑ ❑ Loss of vegetation? 8. ❑ ❑ ❑ Lack of germination? 9. ❑ ❑ ❑ Loss of mulching? Receiving Structures/Water Bodies (Indicate locations where runoff leaves the project site on the site plan) YES NO N/A 1. ❑ ❑ ❑ Surface water swale or natural surface waterbody? If natural waterbody: Is waterbody located ❑ onsite, or ❑ adjacent to property boundary? Description of condition: 2. ❑ ❑ ❑ Municipal or community system? Inspect locations where runoff from project site enters the receiving waters and indicate if there is evidence of: a. ❑ ❑ ❑ Rills or gullies? b. ❑ ❑ ❑ Slumping/deposition? c. ❑ ❑ ❑ Loss of vegetation? d. ❑ ❑ ❑ Undermining of structures? e. ❑ ❑ ❑ Was there a discharge into the receiving water on the day of inspection? f. ❑ ❑ ❑ Is there evidence of turbidity, sedimentation, or oil in the receiving waters? Additional Comments: Inspection of Post -Construction Stormwater Management Control Devices Type of Control Device Phase of Construction Repairs/Maintenance Needed 1. 2. 3. 4. General Site Condition YES NO N/A 1. ❑ ❑ ❑ Have action items from previous reports been addressed? 2. ❑ ❑ ❑ Does routine maintenance of protection components occur on a regular basis? 3. ❑ ❑ ❑ Does cleaning and/or sweeping affected roadways occur, at minimum, daily? 4. ❑ ❑ ❑ Is debris and litter removed on a monthly basis, or as necessary? 5. ❑ ❑ ❑ Is the site maintained in an orderly manner? Describe the condition of all natural waterbodies within or adjacent to the project that receive runoff from the site: Contractors progress over last 7 days: Anticipated work to be begun in the next 7 days: Additional Comments: Visual Observations YES NO N/A 1. ❑ ❑ ❑ All erosion and sediment control measures have been installed/constructed? 2. ❑ ❑ ❑ All erosion and sediment control measures are being maintained properly? SUMMARY OF ACTION ITEMS TO REPAIR/REPLACE/MAINTAIN/CORRECT DEFICIENCIES Action Reported To (no signature required): Company: Appendix 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: DATE: SPILL RESPONSE REPORT Within 1 hour of a spill discovery less than 2 gallons in volume the following must be notified: Peter Rosecrans, 385 Bway Saratoga, LLC (518)584-9007 Within 1 hour of a spill discovery greater than 2 gallons the following must be notified: Peter Rosecrans NYSDEC Spill Response Hotline 1-800-457-7362 Spill Response Contractor Material Spilled: Approximate Volume: Location: Distance to nearest down gradient drainage: Distance to nearest down gradient open water: Temporary control measures in place: Appendix E Historic Preservation/Endangered Species Documentation NEW YORK STATE OF OPPORTUNITY. ANDREW M. CUOMO Governor June 12, 2018 Parks, Recreation,, and Historic Preservation ROSE HARVEY Commissioner Mr. Robert Fraser Environmental Scientist The LA Group, P.C. 40 Long Alley Saratoga Spring, NY 12866 Re: SEQRA 385 Broadway 385 Broadway, Saratoga Springs, NY 12866 18PRO3079 Dear Mr. Fraser: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP) as part of your SEQRA process. These comments are those of the Division for Historic Preservation and relate only to Historic/ Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impact must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). We have reviewed your submission for the 385 Broadway redevelopment project. We note that 385 Broadway is a non-contributing building within the State and National Register listed Broadway Historic District. We understand that the proposed project will include development of the existing building for mixed residential and commercial use. Because the building is non -historic, we have no concerns with any interior work. Any renovations to the fagade should be appropriate to the surrounding historic district. In addition, we have no archaeological concerns associated with this project. If this project will involve state or federal permitting, funding or licensing, it may require continued review for potential impacts to architectural and archaeological resources, in accordance with Section 106 of the National Historic Preservation Act or Section 14.09 of NYS Parks Recreation and Historic Preservation Law. If you have any questions, I can be reached at (518) 268-2164. Sincerely, f Weston Davey Historic Site Restoration Coordinator weston.davey@parks.ny.gov Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 - (518) 237-8643 - www.nysparks.com via e-mail only