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4.17 4.17 ZONINGRefer Petition for Change of Zone for Garden World Associates to Planning Board—9-12-2022 RESOLUTION AUTHORIZING TOWN CLERK TO SUBMIT GARDEN WORLD ASSOCIATES LLC'S PETITION FOR CHANGE OF ZONE TO QUEENSBURY PLANNING BOARD RESOLUTION NO.: 92022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Garden World Associates, LLC (GWA) submitted a zoning change application to the Queensbury Town Clerk's Office on or about September 7, 2022 to allow for a change of zoning district designation for a parcel identified as Tax Map No: 302.5-1-49 from Moderate Density Residential (MDR) to Commercial Intensive (CI), and WHEREAS, GWA has also submitted an application to the Planning Board for Site Plan Review approval to construct a new parking area on said parcel to support the adjacent business, and WHEREAS, GWA has also submitted an application to the Zoning Board of Appeals regarding permeability requirements of the proposed development of the subject lot in consolidation with the adjacent business, and WHEREAS, the application has been reviewed by the Town's Senior Planner and deemed complete for purposes of review, and WHEREAS, applications for zoning changes are subject to Warren County Planning Department review in accordance with New York State General Municipal Law §239-m, and WHEREAS, applications for zoning changes may be forwarded to the Town Planning Board for recommendations in accordance with §179-15-040 of the Town Zoning Ordinance, and WHEREAS, following such recommendations, the Town Board will review the application and take such other actions as it shall deem necessary and proper, and WHEREAS, prior to making a decision about whether to approve the zoning change, it is necessary to conduct a review under the New York State Environmental Quality Review Act (SEQRA) for potential environmental effects, NOW, THEREFORE, BE IT RESOLVED, that the Queensbury Town Board hereby requests that the Planning Board seek Lead Agency status for SEQRA review of the proposed zoning change, Site Plan Review and zoning variance approvals requested by GWA as delineated in the preambles of this Resolution, and BE IT FURTHER, RESOLVED, that the Town Board hereby authorizes and directs the Town Clerk to forward GWA's application received by the Town Clerk's Office on or about September 7, 2022 to the Queensbury Planning Board for review, report and recommendation on the proposed zoning change, and BE IT FURTHER, RESOLVED, that the Town Board further authorizes and directs the Town Clerk to submit the application to the Warren County Planning Department for NYS GML §239-m review, and BE IT FURTHER, RESOLVED, that the Town Board further authorizes and directs the Town Supervisor to execute any necessary documentation and the Town Supervisor, Town Clerk and/or Department of Community Development to take any other necessary actions to effectuate the terms of this Resolution. Duly adopted this 12t'day of September, 2022 by the following vote: AYES NOES ABSENT: Ab 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone:(518)745-0307 Fax: {518}745=0308 August 31, 2022 RECEIVED SEP-7 2022,, � Town of Queensbury Town Board & Planning Board QUEErlSBURY 742 Bay Road CLi RK's cFJP.J Queensbury NY 12804 ✓ Re: Garden World Associates LLC-Petition to Rezone & Site Plan Rev ewd ee°t�9 ury Silo.- 537 Aviation Road . Tax Map ID: 302.5-1-49 & 50 Dear Town Board & Planning Board Members: This office represents Garden World LLC with respect to this project to rezone a neighboring parcel from MDR to Commercial Intensive to expand parking for the existing Silo Restaurant&Gift Shop. A residential parcel to the north of the existing Silo parcel is proposed to be rezoned from MDR to Commercial Intensive for use as an expanded parking area for the existing restaurant and gift shop. The restaurant and gift shop are-open 7 am to 230 pm seven days-a week and has experienced a need to expand the parking area servicing the existing facility. There are no plans to expand the building footprint or operations of the facility with this project. A variance for the,combined parcels will be required due to the newly created parcel having less than the 30% maximum permeability. The existing Silo parcel has an existing permeability of 5% while the proposed combined lot-has a permeability of 19.8%. The applicant is requesting 16.1% relief where 30% permeability is required. The proposed project would include the demolition .of the existing residential home and accessory buildings. Construction of a new parking area with sections of permeable asphalt and a subsurface infiltration chamber for management of stormwater,runoff is proposed. An 8 ft wide planted buffer is proposed along,the north property line and plantings would be provided along the west and east sections of the expanded parking lot areas. The proposed additional parking area would increase the available parking from 55 spaces to 84 spaces. We are also proposing to eliminate 2 existing parking spaces in the southeast corner of the existing parking area of:the restaurant parcel and creating a perennial flower bed area which will maintain the existing pervious area on the restaurant parcel. There is no additional lighting proposed with this project as the facility operates only during daylight hours. Snow removal for the proposed parking area would be similar to the-existing facility which has the snow plowed to an area and removed from the site. No additional traffic would be created as the facility will not be expanding its . size or hours of operation. Enclosed please find 20 copies of submission packages, consisting of applications, full EAF, engineered site plans, and stormwater-managementcalculations. Thank you for your assistance with"the project and please contact this office if you have any questions or if you require additional information. Best Regards, Thomas Center Jr., P.E. Enclosures Cc: Garden World Associates, LLC Revised Oct.2008 TOWN OF QUEENSBURY TOWN BOARD APPLICATION PETITION FOR CHANGE OF ZONE Petition No. (Office Use Only): Applicant's Name: Garden World Associates LLC Address: 652 Quaker Road Queensbu[y, NY 12804 To the Applicant: The Queensbury Planning Board will review this Petition and make recommendations to the Town Board. As part of this review, the Planning Board will consider the following questions and submit answers to the Town Board. As the applicant,you will have the option to provide answers for the Boards to consider. 1. What need is being met by the proposed change in zone or new zone? An existing business, "The Silo,"will be able to better accommodate customer' parking. This will work toward alleviating parking congestion and create safer conditions in and around the existing roaas and parking areas. 2. What existing zones, if any, can meet the stated need? Commercial Intensive zoning would allow for the usage sought by Garden World Associates and this action would involve,essentially, an extension of that zoning which would cover this parcel and conform with adjoining parcels. 3. How is the proposed zone compatible with adjacent zones? Two of the three adjoining parcels are currently zoned commercial intensive, so this action would be very compatible with adjacent zones. 4. What physical characteristics of the site are suitable to the proposed zone? The level nature of the parcel and its location adjoining the business would accommodate making it ideal for commercial intensive zoning. 5. How will the proposed zone affect public facilities? The proposed zone will not impact public facilities. 6. Why is the current zone classification not appropriate for the property in question? The current zone classification, medium density residential, is not appropriate for the property in question because it does not allow for a commercial parking area. 7. What are the environmental impacts of the proposed change? If any,this proposed change would have a positive impact on stormwater management, as any changes to the property will involve more advanced engineering than was done at the time of initial development. ^ / Revised Oct.2008 8. How !s the proposal compatible with the relevant portions of the Comprehensive Land Use Master This proposal is compatible with the relevant portions of the Comprehensive Land Use Master Plan because, once fully realized,enhances satety along a busy town corridor by reducing Me p5tential for traffic backups on Aviation Koad.A zoning variance would be required Mr less than 30'ro penne for the combined parcel. 9. How are the wider interests of the Community being served by this proposal? propo'sal by reducing congestion within a currently constricted parking lot which may�ornetimes lead to further congestion on a busy corridor. As Pr elviously stated,the wider interests of the community are served by this These questions are based om criteria used to review all zoning amendments. / � | � � � | | | � | ' ! � | | | � � . � / | 2 Revised Oct.2008 Application-Petition for Change of Zone The applicant must submit a fee of $250 with the original & seventeen (17) copies of all documentation requested in this application to the Town Clerk's office. [Copies are distributed as follows: Town Board (5), Town Clerk(1), Town Counsel (1), Planning Board (9), File Copy(1), and Planning Staff(1).' Petition No. (Office Use Only): Date Received by Town Clerk: Date Received by Planning Office: 1. Application For: (check where applicable) Amendment of Zoning,Map X Amendment of Zoning Ordinance 2. Current Zoning: MDR Proposed Zoning: Cl 3. Project Location: 2 Carlton Drive&537 Aviation Rd,Queensbury,NY 4. Tax Map ID: 302.5-1-49&.50 5. Applicant: GAEDEN WORLD ASSOCIATESLLC Address, 652 Quaker R ad Queens bury, NY UW4 Phone: 6. Applicants Agent: Bartlett, Pontiff, Stewart&Rhodes, P.C. HUTCHINS ENGINEERING, PI-I-C Address: 1 Washington St 169 HAVILAND RD Glens Falls, NY 12801 QUEENSBURY,NY 12804 Phone: 518-792-2117 518-796-251, 7. Property Owner: 'Garden World Associates LLC Address: 652 Quaker Road Queensbury, NY 12804 Phone: 518-361-2720 8. Directions to Site: From 1-87N,take exit 19 and make a right on to Aviation Road, Make first left turn at Carlton Drive, property is first house on right. 9. Statistics and Data on Property: a. Total Area: 13,779.1 sq.ft. or 0•32 acres 33,353 0.77 b. Dimensions: Minimum Width: 75' 184' Average Width: 75' 184' Minimum Depth: 184.05' 145' Average Depth: 184.06' 168' 3 i E !I Revised Oct.2008 I Physical Irregularities(describe): None i i c. Existing use(s): include structures, outdoor uses, rights of way, easements, deeds and i limitations to use of property: One story residence with covered deck and patio Existing res auran gi sop. d. Adjacent uses within 400 feet: (state direction, location, use,zone&owner): Please refer to supplemental map I e. State, County or Town property within 500 feet: One vacant parcel,tax map 302.6-1-32, owned by the Town of Queensbury, as well as publicly owned roads.These include Carlton Drive, Greenway Drive, June Drive,School House Road, Greenway North, Old Aviation Road and Greenway Circle 10. A Map/Survey of the property to be rezoned must be submitted with the application; items A through H must'be included on the plan and addressed in the submission A. Map of property at a scale of 1 inch=40 feet or less with scale, north arrow and topography. B. Boundaries of property with dimensions in feet, including zoning boundary. C. i Identification of wetlands, watercourses or waterbodies on site. D. ( Location of any current structures on site, their exterior dimensions, use and setbacks. E. Location of any proposed easements and driveways. F. Location of existing public or private water and sewer facilities. G. Location of existing and proposed parking and loading facilities. H. Identification of uses(i.e. residential, commercial, industrial) on property within 500 feet. 11. If Petition is for an amendment to Zoning Ordinance, cite the section(s) to be changed, and wording to be substituted: 12. In suIpport of this petition,the following statement is made: The action proposed in this petition, re-zoning,the aforementioned parcel,would provide tremendous public benefit as it would ease congestion and work toward the goal of eliminating a contributing factor to dangerous traffic backups on a busy road.! 13. The following documents are submitted herewith: Site reap, map identifying uses within 500', proposed site plan i i i 1 4 Full Environmental Assessment Form Part I -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 I 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 applicant or project sponsor to verify that the information contained in Part I is accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: GARDEN WORLD ASSOCIATES,LLC ZONE CHANGE&PARKING LOT ADDITION Project Location(describe,and.attach a general location map): 537 AVIATION ROAD-SILO RESTAURANT&GIFT SHOP&2 CARLTON.DRIVE Brief Description of Proposed Action(include purpose or need): PROPOSE TO REZONE EXISTING MDR PARCEL TO COMMERCIAL INTENSIVE FOR EXPANSION OF PARKING AREA FOR AN EXISTING REASTAURANT&GIFT SHOP.EXISTING SINGLE FAMILY HOME WILL BE DEMOLISHED AND A NEW PARKING AREA AND LANDSCAPED BUFFER IS PROPOSED TO BE CONSTRUCTED.PROJECT WILL REQUIRE A PETITION FOR REZONE FROM THE TOWN BOARD,SITE PLAN REVIEW FROM THE PLANNING BOARD AND A ZONING VARIANCE FOR LESS THAN THE REQUIRED 30%PERMEABILITY ON THE COMBINED LOT. Name of Applicant/Sponsor: Telephone:518-361-2720 GARDEN WORLD ASSOCIATES LLC E-Mail:fred@gardentimeinc.com Address:652 QUAKER ROAD City/PO:QUEENSBU' RY State: Zip Coe: NY d 12804 Project Contact(if not same as sponsor,give name and title/role): Telephone:SAME FRED TROELSTRA I E-Mail:SAME Address: SAME AS SPONSOR City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: SAME E-Mail: Address: City/PO: Zip Code: Page 1 of 13 t j 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 Counsel,Town Board, [Z]YesE]NO TOWN BOARD-REZONE or Village Board of Trustees b.City,Town or Village EZ]Yes[ No SITE PLAN REVIEW Planning Board or Commission c.City,Town or I ®YesQNo AREA VARIANCE FOR PERMEABILITY Village Zoning Board of Appeals d.Other local agencies ]]YesE]No e.County agencies mYes[QNo WARREN COUNTY PB f.Regional agencies ❑YesMNo g.State agencies E]YesE]No h.Federal agencies E]YesQNo i L Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes0NO ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? E]Yes®No iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo 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 I C.2.Adopted laud use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®YesE]No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ®YesE]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 th�e plan(s): i c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, (]Yes[Z]No 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. [Z]Yes[--]No If Yes,what is the zoning classification(s)including any applicable overlay district? MDR&C1 b. Is the use permitted or allowed by a special or conditional use permit? r-1 Yes0 No c.Is a zoning change requested as part of the proposed action? EZ]YesONo If Yes, i. What is the proposed new zoning for the site?COMMERCIAL INTENSIVE C.4.Existing community services. a.In what school district is the project site located? QUEENSBURY UNION FREE SCHOOL DISTRICT b.What police or other public protection forces serve the project site? WARREN COUNTY SHERRIFS,NEWYORK STATE POLICE c.Which fire protection and emergency medical services serve the project site? QUEENSBURY CENTRAL FIRE DEPARTMENT AND WEST GLENS FALLS EMS d.What parks serve the project site? ALL LOCAL,COUNTY&NYS PARKS D.Project Details D.I.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)?COMMERCIAL b.a.Total acreage of the site of the proposed action? 1.09 acres b.Total acreage to be physically disturbed? 0.33 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.09 acres c.Is the proposed action an expansion of an existing project or use? EZI YesEl No L If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % .33 ACRES Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes®No If Yes, L Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) H. Is a cluster/conservation layout proposed? ❑Yes❑No iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? ❑Yes®No L If No,anticipated period of construction: 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 3 of 13 f Does the project include new residential uses? E]Yes[Z]No If Yes,show numbersI of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase I l At completion i of all phases g.Does the proposed action include new non-residential construction(including expansions)? [Z]Yesl—]No If Yes, I i.Total number4 structures 0 ii.Dimensions(in feet)of largest proposed structure: height; width; and _length iii. Approximate,extent of building space to be heated or cooled: square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ElyesONio 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: El Ground water E]Surface water streams E]Other specify: iii. If other than ater,identify the type of impounded/contained liquids and their source. I iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vL 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? [:]YesZNo (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? H. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume'(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be;onsite dewatering or processing of excavated materials? Yes No If yes,descri ie. v. What is the total tat area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? 13yes[:]No ix. Summarize sitel reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment [:]YesZNo 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 H. 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: W.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes[JNo If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑YesE]No 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? ❑Yes]No If Yes: L Total anticipated water usage/demand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? ❑Yes❑No If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? ❑YesEl No • Is the project site in the existing district? ❑YesE]No 41 Is expansion of the district needed? ❑YesEl No • Do existing lines serve the project site? El YesEl No Uk Will line extension within an existing district be necessary to supply the project? OYes E]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? ❑YesE1No 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),what is the maximum pumping capacity:_gallons/minute. d.Will the proposed action generate liquid wastes? ❑Yes®No If Yes: i. Total anticipated liquid waste generation per day,- 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): iii. Will the proposed action use any existing public wastewater treatment facilities? E]YesE]No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? E]Yes[3No • Is the project site in the existing district? E]YesE]No • Is expansion of the district needed? E]Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? OYes[--]No • Will a line extension within an existing district be necessary to serve the project? []YesONo 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? FlYesnNo If Yes: • Applicaht/sponsor for new district: • Date application submitted or anticipated: • What is 1he 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: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point E]YesoNo sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of 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) iL Describe types of new point sources. W. 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)? INFILTRATION SYSTEM BELOW PERMEABLE ASPHALT • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? El YesEZ1 No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? 0 YesEl No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel E]YesEZ]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) I 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, nYesONo 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) iL 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 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: i H. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes❑No Describe: i 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: 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 H. Volume(s) i per unit time (e.g.,month,year) iii. Generally,describe the 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 theproposedp 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: L Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation: tons per (unit of time) ii. Describe any,proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: I • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: t • Operation: I I r Page 8 of 13 s.Does the proposed action include construction or modification of a-solid waste management anagement facility? ❑Yes 2] 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): H. 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 the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous[]Yes oNo 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: W.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? Yes No 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.I.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.- 0 Urban ❑ Industrial 0 Commercial 0 Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ 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 0.86 0.94 0.08 • Forested • Meadows,grasslands or brushlands(non- 0.23 0.15 -0.08 agricultural,including abandoned agricultural) • Agricultural (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) • Non-vegetated(bare rock,earth or fill) • Other Describe: Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? MYesMNo i. If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ]Z]Yes(❑No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: QUEENSBURY SCHOOL DISTRICT e.Does the project site contain an existing dam? M YesQ1 No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surfacu area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: 1 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, M Yes[Z]No 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? E]YesE] No • L If Yes,c'ite 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 [—]YesONo 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 D YesO No remedial actions been conducted at or adjacent to the proposed site? If Yes: L is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site El YesEl No Remediationidatabase? Check all that apply: 11 Yes—Spills Is Incidents database Provide DEC ID number(s): E] Yes—Environmental Site Remediation database Provide DEC ID number(s): El Neither database ii. If site has beep 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? OYesE:]No If yes,provide 13EC ID number(s):V00141 iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): QUESTION iii WAS AUTOPOPULATED BY NYS DEC IT CAN BEASSUMED THAT ONE OF THE SERV IE STATIONS MAY HAVE HAD A ISSUE WHICH WOULD FALL WITHIN THE 2000 FT AREA. 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❑No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? GREATER THAN 6 feet b.Are there bedrock outcroppings on the project site? ❑YesmNo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: OAKVILLE LOAMY SANDS 100% d.What is the average depth to the water table on the project site? Average: +6 feet e.Drainage status of project site soils:® Well Drained: 100%of site - El Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ❑ 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 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)? H. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or U,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, ❑Yes®No 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 ONo 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®No j.Is the project site in the 100-year Floodplain? ❑YesONo k.Is the project site in the 500-year Floodplain? ❑YesONo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ®Yes❑No If Yes: i.Name of aquifer:Principal Aquifer Page,11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: NONE-RESIDENTIAL AREA n.Does the project site contain a designated significant natural community? mYes❑No If Yes: i. Describe the:habitat/community(composition,function,and basis for designation): Pitch Pine-Scrub Oak Barrens H. Source(s)of description or evaluation: EAF MAPPER AUTO FILL W. Extent of community/habitat: • Currently: 700.0 acres • Following completion of project as proposed: 700.0 acres • Gain or;loss(indicate+or-): 0 acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ®Yes❑No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): Kamer Blue I 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? If Yes: L Species and listing: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesmNo 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 ❑YesmNo 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 ❑YesmNo Natural Landmark? If Yes: L Nature of the natural landmark: ❑BiologicaI Community ❑ Geological Feature H. Provide brief description of landmark,including values behind designation and approximate size/extent: i d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑YesmNo 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 0 Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: ElArchaeological Site OFfistoric Building or District ii.Name: iii.Brief description of attributes on which listing is based: PROJECT IS LOCATED IN A PREVIOSULY DISTURBED LOT CONTAINING A SINGLE FAMILY HOME f Is the project site,or any portion of it, ocated in or adjacent to an area designated as sensitive for OYesE]No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Hive additional archaeological or historic site(s)or resourcesbeen identified on the project site? E]Yes[Z]No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,'state,or local E]YesoNo scenic or aesthetic resource? If Yes: L Identify resource: ii.Nature of,.or basis for,designation.(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): X. Distance between project and resource: miles. L Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers E]YesoNo Program 6 NYCRR 666? If Yes: L Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? nYesnNo 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 TOM CENTER,HUTCHINS ENGINEERING Date 8117/22 Signature Title PROJECT ENGINEER PRINT FORM Page 13 of 13 EAF Mapper Summary Report Thursday, February 17,2022 5:36 PM I Disclaimer: The EAF Mapper is a screening tool intended to assist 302:5 ti - project sponsors and reviewing agencies in preparing an environmental assessment form j t t_- 302,5_1=G5 '"� `�. 1 �1-- - - {EAF}.Not all questions asked in the EAF are Q2:5<7-35 302.5-I-4S- ; 1 answered by the EAF Mapper.Additional information on any EAF 302.5 nl:40 r"02 � � question can be obtained by c:onsu3ting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contactlocal or other data sources in order 02 5- to obtain data not provided by the Mapper.Digital data is not a I1 3� i. ., substitute for agency determinations. 302 5 1r3� ottaka 6Ltreai ~ ' �JIsd r ryu�, o T K Main, 02.5 1 37 tints q 3 r 0 �Qu ensbury 302.5-i 50 baron{ %3t32.5-$33 2i2adhtistcrs t f tiai o .- kta��tr `AB ostcn-. M loj .. i.,....;,,,.,,,t..�,:,:.,,,,., ,� 'Clk i AY;..•,.7.c�-,I�iQt ..................«.......... •..-,-..___.,...-.-....,. r. i 011i ! 1 t GPitt56Ur h •'`t.v.;.P" = F amtin U5G5 lnt lmap iPlC �a�t�� a we, 05 Ophia 1EA7TF-ts}RCr�Esn-Jra tttEll-Esp China(Hung KonPEsttIv1E@1TPS P1n Esn 1aat�_t�SETCrEsn£hma(Hong Yotic),Esn n FS i 7,3 (Mailaniij j6CC,i +C�jJCct e P taj�t'6 liEiltt6t'4 alb?� L Comm tmlty cicttOpHiSfre�tl413j�-c4rEi lib t r i r�lptt}e Gt5 Uszr Comm unity B_i.i[Coastal or Waterfront Area] No B.i.ii [Local Waterfront Revitalization Area] -No C.2.b. [Special Planning District] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h [DEC Spills, r o Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Listed] I :Workbook. E.1.h.i[DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii[Within 2;000'of DEC Remediation ,Yes Site] — --- . .. E.1.h.iii[Within 2 000'of DEC Remediation V00141 Site DEC ID] E.2.g [Unique Ge Ioiogic Features] 'No E.2.h.i [Surface Water Features] No - E.2.h.ii [Surface Water Features] ;No Jll _ E.2.h.iii [Surface Water Features] 'No E.2.h.v[Impaired,Water Bodies] ;No E.2.i. [Floodway] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.2.]. [100 Year Floodplain] ` Digital mapping data are not available or are incomplete. Refer to EAF 'Workbook. E.2.k. [500 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.2.1. [Aquifers] Yes E.2.1. [Aquifer NaiTtes] Principal Aquifer i F i I I Full Environmental Assessment Form - EAF Mapper Summary Report !Yes in. 'Natural Communities]E.2, �E`2.n.i [Natural Communities-Name] Pitch Pine-Scrub Oak Barrens } �E.2.n.i [Natural Communities-Acres] :700.0 E-2.0. 'Endangered or Threatened Species] `Yes E.2.o. [Endangered or Threatened Species- Kamer Blue I Name] E.2.p. [Rare Plants or Animals] No JE.3.a. [Agricultural District] ;No E.3.c. [National Natural Landmark] No E.3.d[Critical Environmental Area] No E.3.e. [National or State Register of Historic iDigital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. j E.V [Archeological Sites] ;Yes €€E.31 [Designated River Corridor] ;No j Full Environmental Assessment Form - EAF Mapper Summary Report 2 General Information Tax Parcel ID Number: 302.5-1-49&50 Zoning District: current zoning:MDR,proposed zoning:CI Lot size: 0.32 acres&0.77 acres Detailed Description of Project [includes current&proposed use]: It is proposed to remove existing single-family residence to replace with commercial parking.This project also proposes to change the current zoning from MDR to CI for this parcel to facilitate the parking lot expansion for the adioining restaurant. Also an Area Variance for less than 30%permeability is also requested. Location of project: 2 Carlton Drive&537 Aviation Road Applicant Name; Garden World Associates LL Address: 652 Quaker Road Queensbury,NY 12804 Home Phone Cell: Work Phone Fax E-Mail: Agent's Name: Address: 169 Haviland Road Hutchins Engineering PLLG Queensbury, NY 12804 Home Phone Cell: Work Phone Fax 518-745-0307 518-745-0308 E-mail tutchins@hutchinsengineering. om Owner's Name Address, same as applicant Home Phone Cell Work Phone Fax E-mail 2 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Site Development Data Area Type Existing sq. ft. Proposed Total sq. ft. Addition sq. ft. A. Building footprint B. Detached Garage D. Paved, gravellor other hard surfaced area 3,535 2876 6,411 Setback Requirements Area Required Existing Proposed Front[2] Shoreline NA North : South Rear Yard 1[1] Travel Com'dor NA Height [max] NA NA NA Permeability No. of parking�spaces Li ILX . Site Plan Review application—Revised October 2Old PARCEL # 302.5-1-50 Site Development Data Area 1 Type Ea;st�ng sq ft Proposed Total sgo ft. Additi 6n sq.ft. A. Building footprint 6210 0 6210 B. Detached Garage 0 0 0 C. Accessory Structure(s) 0 0 0 D. Paved,gravel or other hard surfaced area 25245 (-591) 24654 E. Porches/Decks DECK&PATIO 240 0 240 F. Other PERMEABLE ASPHALT 0 568(50%x.1135) 568(50%x 1135) G. Total Non-Permeable [Add A-F] 31695 (23) 31672 H. Parcel Area [43,560 sq. ft./acre] 33353 33353 33353 1. Percentage of Impermeable Area of Site [I=G/H] 95% 0% 95% Setback Requirements Area :Required: Existing Proposed Front Yard [1] 75 FT 45.6`FT 45.6 FT Front Yard [2] 75 FT 48.0 FT 48.0 FT Shoreline NA Side Yard [1] NA Side Yard [2] NA Rear Yard [1] 25 FT 42.2 FT 42.2 FT Rear Yard [2] 25 FT 43.0 FT 43.0 FT Travel Corridor NA Height[maximum] NA Permeability 30% 95% 95% Number of parking spaces 50 55 84 Page 2 COMBINED PARCEL # 302.5-1- 49 & 50 Site Development Data 'Area/Type;; -Exisfiug sgj:ft:,: Propos�cl .. Total sq.ft. y'r Additioin's :ft.' A. Building footprint 7685 (1475) 6210 B. Detached Garage 0 0 0 C. Accessory Structure(s) 440 (440) 0 i D. Paved, gravel or other hard surfaced area 28780 2285 31065 i E. Porches/Decks DECK&PATIO 885 (645) 240 F. Other PERMEABLE ASPHALT 0 3080(50%x 6159) 3080(50%x 6159) G. Total Non-Permeable [Add A-F] 37790 2805 40595 H. Parcel Area [43,560 sq. ft./acre] 47132 47132 47132 I 1. Percentage of Impermeable Area of Site [I=G/H] 80.2% 5.9% 86.1 % Setback Requirements Existin .Pro posed Front Yard[1] 75 FT 45.6 FT 45.6 FT I Front Yard [2] ; 75 FT 28.1 FT 48.0 FT i Shoreline NA Side Yard [1] NA Side Yard[2] NA Rear Yard [1] 25 FT 8.2 FT 107.0 FT Rear Yard [2] 25 FT 43.0 FT 43.0 FT Travel Corridor NA i Height[maximum] NA i Permeability 30% 19.8% 13.9% Number of parking spaces 50 55 84 i Page 2 i Additional Project Information I Will the proposal require a Septic Variance from the Town Board of Health? No 2. If the parcel has previous approvals, list application number(s): SP-49-2017,AV44-2017,SIGN V.808-1983 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System (SPDES) Permit Program ? YES 4. Estimated project duration: Start Date O5/22 End Date 08/22 5. Estimated total cost of project: $80,000 — 6. Total area of land disturbance for project: .14,500 SF Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet, yielding a percentage. Zoning District Symbol Floor Area:Ratio [FAR] Waterfront Residential WR 0.22 Commercial Moderate/Intensive CM/CI 0.3 A. The combined area of all square footage, as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck,docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See"FLOOR AREA RATIO"). B. Commercial or industrial: the total area in square,feet-as measured from the exterior of the outside walls of a building or structure, and when applicable, the sum total of all floor areas of the principal and accessory buildings or structures on the project site. A. Parcel Area 47,132 sq. ft. B. Existing Floor Area 1,056 sq. ft. [see above definition] C. Proposed Additional Floor Area 0 sq. ft. D. Proposed Total Floor Area 0 sq. ft. E. Total Allowable Floor Area 14,139.6 (Area x_2.3_) [see above table] *If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff. 4 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Applicant: Garden World Associates LLC Location: 2 Carlton Drive,Tax Map ID: 302.5-1-49 § 179-9-080 Responses to Standards Questions A-0 A. 1 The proposed project complies with the Town's Comprehensive Plan. B. The proposed project as presented is believed to be in compliance with applicable code parameters. C. j This project as proposed does not require a design for pedestrian activity. D. The proposed project has been designed to be in compliance with Chapters 136 and 147 as applicable. E. The proposed project has been designed to be in harmony with the general purpose or intent of this Chapter. F. i The proposed project has been designed to be in compliance with principles of good site access,traffic flow,and safety and general welfare of the neighborhood. G. The proposed project does not require provisions for off-street parking at this time. H. I The proposed project has been designed to not impact natural,scenic,aesthetic, ecological,wildlife,historic,recreational or open space resources of the Town. I. This project as proposed does not require provisions for vehicular access at this time. J. The proposed project has been designed to be in compliance with Chapter 147 as applicable. K. There are no water supply or wastewater disposal provisions as part of this project. L. Although some vegetation will be disturbed as part of regrading the site,efforts will be made to maintain existing vegetation to the greatest extent feasible. M. The project has been designed in effort to meet the needs of emergency service providers adequately. N. The site grading and drainage provisions have been developed with the intent of avoiding flooding and ponding,and provisions for control of erosion have been incorporated. 0. j The site has been designed with the intent of conforming to the design standards, landscaping standards,and performance standards of this Chapter. § 179-9-050 Checklist-Application for Site Plan Review. Application materials and site plan shall include sufficient information for the Board to review and provide a decision. The applicant is to provide a site plan drawing and all attachments that address items A-V. The applicant may request a waiver from A-V and is to provide reasons for waiver(s) requested. Please label information to be submitted. REQUIREMENTS Sheet# A. A vicinity map drawn at the scale that shows the relationship of the proposal to existing community facilities which affect or serve it,such as roads,shopping areas,schools,etc. The map shall also show all properties,identify owners, subdivisions,streets and easements within 500 feet of the property. Such a sketch may be superimposed on a United States 291268-S3 Geological Survey map of the area. B. The site plan shall be drawn at a scale of forty feet to the inch(1"=40 feet)or such other scale as the Planning Board may deem appropriate,on standard 24"x 36"sheets,with continuation on 8 112"x I V sheets as necessary for written 291268-S3 information. The information listed below shall be shown on the site plan and continuation sheets. C. Name of the project,boundaries,date,north arrow,and scale of the plan. 291268-S3 D. Name and address of the owner of record,developer,and seal of the engineer,architect or landscape architect. If the 291268-S3 applicant is not the record owner,a letter of authorization shall be required from the owner. E. The location and use of all existing and proposed structures within the property,including all dimensions of height and floor area,all exterior entrances,and all anticipated future additions and alterations. 2 1 91268-S2 F. The location of all present and proposed public and"private ways,off-street parking areas,driveways,outdoor storage areas, sidewalks,'ramps,curbs,paths,landscaping,walls and fences. Location,type and screening details for all waste disposal 291266-S3 containers shall also be shown. G. The location,height,intensity and bulb type(sodium,incandescent,etc.)of all external lighting fixtures. The direction of illumination and methods to eliminate glare onto adjoining properties must also be shown in compliance with§ 179-6-020. NA H. The location,height,size,materials and design of all proposed signs. NA The location of all present and proposed utility systems including: 1. Sewage or septic system; 2. Water supply system; 3. Telephone,cable and electrical systems;and 291268-S3 4. Storm drainage system including existing and proposed drain lines,culverts,catch basins,headwalls,endwalls, hydrants,manholes and drainage swales. I j Plans to prevent the pollution of surface or groundwater,erosion of soil both during and after construction,excessive runoff and flooding of other properties,as applicable. A Stormwater Pollution Prevention Plan(SWPPP)for all land development activities(excluding agricultural activities)on the site that results in land disturbance of one acre or more. A SWPPP shall 291268-S3 comply with the requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It shall be at the discretion of the Plarming Board as to whether a SWPPP or an erosion and control plan shall be required for a site.plan review project land disturbance of less than one acre.' K. Existing and proposed topography at two-foot contour intervals,or such other contour interval as the Planning Board shall allow. All elevations shall refer to the nearest United States Coastal and Geodetic Bench Mark. If any portion of the parcel is within.the I 00-year floodplain,the area will be shown and base flood elevations given. Areas shall be indicated within 291268-S3 the proposed site and within 50 feet of the proposed site where soil removal or filling is required,showing the approximate volume in cubic yards. A landscape plan showing all existing natural land features than may influence the design of the proposed use such as rock outcrops,stands of trees,single trees eight or more inches in diameter,forest cover and water sources and all proposed 291268-S3 changes to these features,including sizes and types of plants. Water sources include ponds,lakes,wetlands and watercourses,aquifers,floodplains and drainage retention areas. M. Land Use District boundaries within 500 feet of the site's perimeter shall be drawn and identified on the site plan,as well as any Overlay Districts that apply to the property, 291268-S2 6 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 i . i REQUIREMENTS (CONTINUED) Sheet# N. Traffic flow patterns within the site,entrances and exits,loading and unloading areas,as well as curb cuts on the site and within 100 feet of the site. The Planning Board may,at its discretion,require a detailed traffic study for large developments or for those in(heavy traffic areas,which shall include: I. The projected number of motor vehicle trips to enter or leave the site,estimated for weekly and annual peak hour traffic levels; 2. The projected traffic flow pattern including vehicular movements at all major intersections likely NA to be affected by the proposed use of the site; 3. The impact of this traffic on levels of service on abutting public streets and at affected intersections. Existing and proposed weekly and annual peak hour traffic levels and road capacity levels shall also be given. 0. For new construction or alterations to any structure,a table containing the following information shall be included: .1. Estimated area of structure to be used for particular purposes such as retain operation,office, Storage,etc.; NA 2. Estimated maximum number of employees; i 3. Maximum seating capacity,where applicable;and 4. Number of parking spaces existing and required for the intended use. I P. 1. Floor Plans. 2. Elevations at a scale of one-quarter inch equals one foot(1/4"=I foot)for all exterior facades of the proposed structure(s) NA and/or alterations to or expansions of existing facades,showing design features and indicating the type and color of materials to be used. Q, Soil logs,water supply well and percolation test results,and storm water runoff calculations as needed to determine and mitigate project impacts. I R. Plans for disposal of construction and demolition waste,either on-site or at an approved disposal'facility. NA S. Plans for snow removal,including location(s)of on-site snow storage. I T. An Environmental Assessment Form("EAF")as required by the SEQRA regulations,with Part I completed by the Applicant shall be submitted as part of the application. If the proposed project requires a special use permit and an EAF has been submitted in'conjunction with a special use permit application,a duplicate EAF is not required for the site plan application. ATTACH U. If an application is for a parcel or parcels on which more than one use is proposed,the applicant may submit a single application for all such uses,provided the proposed uses are accurately delineated on a site plan drawn pursuant to the requirements set forth above. The Planning Board may grant the application with respect to some proposed uses and not others. For purposes of reviewing an application(and for SEQRA compliance)all proposed uses on a single parcel or on ATTACH contiguous parcels shall be considered together. i t V. A brief narrative statement on how the project proposed for review furthers or is consistent with the vision,goals and policies in the Town,s Comprehensive Plan. ATTA it I i44 i I I 7 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 I Town of Queensbury Site Plan Pre-Submission Conference Form / Section 179-9-040 1. Applicant Name: Garden World Associates 2. Tax Daly glib 302.5-1-49&302.5-1-50 Location: 2 Carlton Drive0.32,537 aviation 0.76 3. Zoning Classification MDR-49,CI-50 4. Reason for Review` Change of Zona for Parcel 49 from MDR to Cl,then combining parcels 49 and 50 for a parking lot expansion for Garden World/Silo 5. Zoning Section#: 179-3-040MDR&CI,179-15-040 Referral 6. Pre-Submission Meeting Notes: Provided Outstanding; Please provide by Deed will need for both parcels General Information complete X Site Development Data Complete add site data sheet as one combined parcel Setback Requirements Complete redo calculations for parking,hardsurfacc and permeability Additional Project Information Complete include projects for 537 aviation FAR addressed redo for for each parcel and then one combined parcel Requirements for Site Plan-Standards x Checklist items addressed buffer between uses,etc Environmental Form completed X Type I for change of zone Signature Page completed X Applicant proposes a change of zone for a 0.32 acre parcel at 2 Carlton Drive identified as Parcel 302.5-1-49 from MDR(Moderate Density Residential)to CI(Commercial Intensive). The project also includes a parking lot expansion of a 0.77 acre parcel at 537 Aviation Road with the 0.32 acre parcel.The parking area would be increased 86 spaces where 50 were required.Petition of Zone Change-TB referral,SEQR for Petition of Zone change and Parking lot expansion and PB recommendation to Town Board then Site Plan for parking lot area expansion. Items reviewed-Site Plan application,deed for 2 Carlton Drive,long EAF,Survey(not stamped),Site drawings(not stamped).Note the Petition for zone change was not included in this packet with the site plan application. Items to be updated or provide: 1)Provide deeds for both parcels 2)Site Development and Setback worksheets-Add a third worksheet with the 0.32 ac parcel as Cl and combined with 0.77 ac parcel. Update Calculations for Hard surfacing and Permeability,Update parking information for worksheets and plans-show parking spaces size--plans do not match data. 3)page 4 additional information add project information for 537 Aviation Rd-Site Plan 49-2017,Area Variance 44-2017,Sign Variance 808-1983 4)page 5 and 6 checklist-The petition of zone change and site plan are concurrent to be submitted together-Will need additional information: 179-4-090-Parking..landscaping,space size,bike rack,179-6-020 lighting, 179-6-080 Stormwater, 179-8-050 non residential landscaping, 179-8-070 Buffers,Letter N traffic information needed,Letter Q&J-see code section for stormwater,Letter S snow removal information needed. Letter U and V-did not appear to be included with submission. 5)signatures needed 6)Information will be needed for lots to be combined as part of project ---Tentative Review Process--- April-May--Pre application and Completeness review sign-off from staff-Additional review is required May-Submission of Petition of Zone Change and Site Plan review application and materials(20 total- 1 original 19 copies-1 1 for Planning Board,7 for Town Board and 1 for Town Counsel;additional copies might be necessary if variances determined) May-June--Town Board referral to Planning Board for recommendation and consent to Lead Agency June-Planning Board seeks Lead Agency is there any other involved agencies-if yes then 30 day wait period?accepts Lead Agency July-Planning Board starts SEQR review-note may request additional information July-August--Planning Board completes SEQR review and Recommendation to Town Board August-September--Town Board sets public hearing September-Town Board holds public hearing and completes request for zone change September-Planning Board starts site plan review September-October--Planning Board completes site plan review Staff Representative: !_aura Moore via email 04/05/2022 Applicant/Agent: "'f _ Date: t 17A -2 E Signature Page This page includes the 1.) Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure;3.) Authorization for Site Visits; 4.) Other Permit Responsibilities;5.)Official Meeting Disclosure and 6.)Agreement to provide documentation required. OwNEIB'S AGEN FORM: Complete the following if the OWNED of the property is not the same as the applicant Owner: Garden World Associates LLC E Designates: Hutchins Engr.PLLC &BPSR As agent regarding: Variance Site Plan Subdivision V Change of zone !For Tax Map No.: 302.5 Section Y Block 49&50 Lot Deed Refe ence: Book Page Date OWNER SIGNATURE: X DATE: i APPLICANT'S AdENT FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party: Owner: Garden World Associates LLC Designates: Hutchins Engr,PLLC&EPSR . As agent regarding: Variance V Site Plan Subdivision V Change of zone For Tax Map No.: -302.5 Section 1 Block 49&50 Lot Peed Reference: Book Page Dat OWNER SIGNATURE: DATE: 2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage,etc.as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed S 1,000 without notification to the applicant. i 3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein,the Owner,Applicant, and his/her/their agents)hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. l I 4.) OTHER PERIM I RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits. 5.) OFFICIAL, MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application, and minutes transcribed from those tapes constitutes the official record of all proceediings. l 6.) AGREEMENTGTO PROVIDE DOCUMENTATION REQUIRED: I,the undersigned,have thoroughly read and understand the instructions for submission and agree to the submission requirements,I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans and supporting materials are a true and complete statement/description of the existing conditions and.the work proposed, and Ithat all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed,I or my agents,will obtain a certificate of occupancy as necessary. I also understand that I/we may be required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy I have read an agree to the above. LI Signatur [Applicant] Print Name [Applicant] ?at signed THOMAS CENTER,PE Signature[Agent] Print Name [Agent] Date signed I Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 I Area Variance[ZBA approved: November 15,2019] General Information 302.5-1-49&50 Tax Parcel ID Number: , CURRENT:MDR,PROPOSED:CI Zoning District: Detailed Description of Project[include current&proposed use]: It is proposed to remove existing single-family residence to replace with commercial parking.This project also proposes to change the current zoning from Medium Density Residential to Commercial Intensive for this parcel to facilitate the parking lot expansion for the adjoining restaurant.An area variance for less than 30%permeability is proposed. Location of Project: 2 CARLETON DRIVE&537 AVIATION ROAD Applicant_Name: Garden World Associates LLC Mailing-AAddress'` 652 Quaker Road,Queensbury,NY Home Phone City, State, VVSrk:i?tio ne" . Cell'"F'kiarie e E-llhazl FAX s" AgeIIt's Name Hutchins Engineering PLLC Mailing Address r 169 Haviland Road,Queensbury,NY s. Home Phone tatty;State,Zip; Work.'hone Cell Phone 518-745-0307 - a 518-796-2515 E mail r PAX Naz tcenter36@yahoo.com • u - Uwuer:s"_lYame` ' Same as applicant MallingAddress Haxrie Pliona � City,State,'Zzp Work Phone Cell Phone - E;marl 'FAX No. Page 1 TAX PARCEL - 302.5-1-49 Site Deve1ppment Data Area 1 Type Existing sq. ft. Proposed Total sq. ft. Addition sq. ft. A. Building footprint 1475 -1,475 0 B. Detached Garage C. Accessory Structures) ucture(s) 440 -440 0 D. Paved, gravel or other hard surfaced area 3,535 2876 6,411 E. Porches/Decks 645 -645 0 F. Other PERM. PVMNT 0 2512(50%OF 5024) 2512 G. Total Non-Peimeable [Add A-F] 6,095 2,828 8,923 H. Parcel Area [43,560 sq. ft./acre] 13,779 13779 13,779 I. Percentage of Impermeable Area of Site [I=G/H] 44.2 20.5% 64.8 Setback Requirements Area Required Existing Proposed Front[111 30 28.1 NA Front[2]1, Shoreline NA Side Yard [J]North 1 25 8.2 NA Side Yard [2] 25 6.0 NA South : Rear Yard [I] 25 107.0 NA Rear Yard [2] Travel Corridor NA Height [max] NA NA NA Permeability 30% 55.8% 35.2% No. of parking spaces so 55 84 3 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 PARCEL # 302.5-1-50 Site Development Data Area/Type Existing sq.ft. Proposed Total sq.ft. Additi4q sq.ft. A. Building footprint 6210 0 621 1 0 B. Detached Garage 0 0 0 C. Accessory Structure(s) 0 0 0 D. Paved,gravel or other hard surfaced area 25245 (591) 24654 E. Porches/Decks DECK&PATIO 240 0 240 F. Other PERMEABLE ASPHALT 0 568(50%x 1135) 568(50%x 1135) G. Total Non-Permeable [Add A-F] 31695 (23) 31672 H. Parcel Area [43,560 sq.ft./acre] 33353 33353 33353 I. Percentage of Impermeable Area of Site [I=G/H] 95% 0% 95% Setback Requirements -Arqa. Exisfinkr" Proposed Req4fre'd' Front Yard[1] 75 FT 45.6 FT 45.6 FT Front Yard [2] 75 FT 48.0 FT 48.0 FT Shoreline NA Side Yard [1] NA Side Yard [2] NA Rear Yard [1] 25 FT 42.2 FT 42.2 FT Rear Yard [2] 25 FT 43.0 FT 43.0 FT Travel Corridor NA Height[maximum] NA Permeability 30% 95% 95% Number of parking spaces 50 55 84 Page 2 COMBINED PARCEL # 302.5-1- 49 & 50 Site Development Data Area 1 Type Existing sq,.file Proposed Total sq.ft. Additions .ft. A. Building footprint 7685 (1475) 6210 B. Detached Garage 0 0 0 C. Accessory Structure(s) 440 (440) 0 D. Paved, gravel or other hard surfaced area 28780 2285 31065 E. Porches/Deckis DECK&PATIO 885 (645) 240 F. Other PERMEABLE ASPHALT 0 3080(50%x 6159) 3080(50%x 6159) G. Total Non-Permeable [Add A-F] 37790 2805 40595 H. ParceI Area [43,560 sq. ft./acre] 47132 47132 47132 I. Percentage of Impermeable Area of Site [I=G/H] 80.2% 5.9% 86.1 % Setback Requirements Area Required Existing Proposed Front Yard[1] 75 FT 45.6 FT 45.6 FT Front Yard [2] 75 FT 28.1 FT 48.0 FT Shoreline NA Side Yard [1] NA Side Yard [2] NA Rear Yard [1] 25 FT 8.2 FT 107.0 FT Rear Yard [2] 25 FT 43.0 FT 43.0 FT Travel Corridor NA Height[maximum] NA Permeability 30% 19.8% 139% Number of parking,spaces 50 55 84 Page 2 Area Variance[ZBA approved:November 15,20191 Additional Project Information 1. Will the proposal require a Septic Variance from the Town Board of Health? NO 2. If the parcel has previous approvals,list application number(s): SP-49-2017,AV44-2017,SIGN V.808-1983 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System(SPDES)Permit Program? X Yes No 4. Estimated project duration: Start Date: 10/22 End Date: 12/22 5. Estimated total cost of project: $80000 6. Total area of land disturbance for project: 14,500SF Floor Area Ratio Worksheet FLOOR AREA RATIO(FAR) --The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet,yielding a percentage. Zoriffig OistriSymbol: Floor,At. WARI Waterfront Residential WR 0.22 Commercial Moderate 1 Commercial CM/Cl 0.3 Intensive A. The combined area of all square footage,as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See"FLOOR AREA RATIO"). B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a building or structure, and when applicable,the sum total of all floor areas of the principal and accessory buildings or structures on the project site. Parcel Area 47,132 :sq.ft. Existin Floor Area 105 sq.ft. [see above definition] g Proposed Additional Floor Area 0 sq.ft. Proposed Total Floor Area sq.ft. —T439- Total Allowable Floor Area -1 .7— (Area x 0.3 ).[see above table] Page 3 Area Variance[ZBA approved: November 15,20 19) Compliance with Zoning Ordinance Requesting relief from SECTION: 179-3-040.B.3.b.12 t Need relief from the requirement(s)listed below which can not be met by the project as proposed. [Check all that apply] El Setback n Buffer Zone n Lot Width 0 Other PERMEABILITY The following'questions reflect the criteria for granting this type of variance. Please complete them; use additional sheets if needed. 1. Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby property will be created by the granting of this area variance?, NO,THE PROJECT WILL INCREASE THE AVAILABLE ON PREMISES PARKING FOR THE EXISTING BUSINESS AND WILL MAINTAIN THE PERMEABILITY OF THE EXISTING LOT WHILE ALSO PROVIDING ADDITIONAL STORMWATER MANAGEMENT FOR THE REAR EXISTING PARKING AREA. 2. Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance? NO.THE CURRENT PARCEL CAN NOT BE RECONFIGURED FOR ADDITIONAL PARKING. 3. Whether the requested area variance is substantial? THE VARIANCE COULD BE CONSIDERED SUBSTANTIAL TO THE CODE BUT 11 COULD BE VIEWED AS THE PROJECT INCREASES THE PERMEABILITY OF THE EXISTING RESTATURANT USE PARCEL. 4. Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district? NO,THE PROJECT PROPOSES SCREENING ALONG THE NORTH PARCEL BOUNDARY SIMILAR TO THE EXISTING NORTH BOUNDARY.THE RESTAURANT SEATING WILL NOT BE INCREASED AND THE HOURS OF OPERATION WILL REMAIN THE SAME(7AM-230PM) 5. Whether the alleged difficulty was self-created? :[HE ALLEGED DIFFICULTY COULD BE CONSIDERED SELF CREATED. Page 4 Area Variance [ZBA approved: November 15,20193 Section 179-14-030 Application materials and site plan drawing is to include sufficient information for the Board to review and provide a decision. The applicant is to provide a site plan drawing(s)—a survey showing existing conditions,a proposed conditions map(see page 00 for specific criteria)and include any other attachments that address A-D as applicable to the proposed project. A:'T"Opn6ral' `Shown on Sheet.# I Title,Name,Address of applicant&person responsible for preparation of drawing 291268-52 2 Deed ATTACHED 3 North arrow,Tax Map ID, date prepared and scale[minimum: I inch=40 feet 291268-52 4 Boundaries of the property plotted to scale,zoning boundary 291268-S2 5 Principal structures,accessory structures with exterior dimensions 291268-52 6 Site improvements incl.outdoor storage areas,driveways,parking areas, etc.: existing!& 291268-52&3 proposed 7 Setbacks for all structures and improvements: existing&proposed 291268-S2&3 8 Elevations and floor plans of all proposed and affected structures NA ' '7 'Sheet# B. Wk6k-&Sc-'w—er-, " . ;� .. .I . - . . . — Shown on I Project sewage disposal facilities,design details,construction details, flow rates,and number of NA bedrooms p oposed 2 Water supply[i.e.well] &septic on adjoining lots with separation distances to existing or NA proposed on-site water supply and septic 3 Separation distances for proposed sewage disposal system to well and water bodies NA 4 Existing public or private Water supply[well,lake,etc.]. Method of securing public or private NA water, location,design and construction of water supply including daily water usage 5 Percolation test location and results NA CW' Parkin :/I'eriiieable Areas r S -Sheet# ww6onl I Number of spaces required for project including calculations and justification: existing!& 291268-52&3 proposed 2 No.of existing parking spaces, number to be removed,number to maintain and type of surfacing 291268-S2&3 material [e.g,gravel,paved] 3 Provision for pedestrian and handicap access and parking: existing j&proposed 291268-52&3 4 Design details of ingress,egress,loading areas and cutting: existing!&proposed 291268-52&3 5 Location and character of green areas [existing and proposed],modification to green area,buffer 291268-52&3 zone to remain undisturbed 6 . Ligh NA jing, location and design of all existing and proposed outdoor lighting -D.'� -',Addftioiiaf'S'4 00460men ft and,Mis'ellfaneous-% I On-site&adjacent watercourses,streams,rivers,lake and wetlands NA 2 Utility/energy distribution system[gas, electric,solar,telephone]: existing&-proposed NA 3 Location,design and construction details of all existing and proposed site improvements 291268-53 including: drains,culverts,retaining walls,fences,fire&emergency zones and hydrants, etc. 4 Square footage of bldg.area proposed for office;manufacturing,retail sales or other commercial 291268-52&3 activities: existing A proposed 5 Si page: Location,size,type, design and setback: existing!&proposed NA 6 Waiver Request: provide letter with application requesting any waivers: please reference NA specific items 7 Commercial/Industrial Development requires submission of Landscaping, Stormwater 291268-52&3 Management,Grading&Lighing Plans 1 1 8 Identification of Federal,State or County permits required for the project together with a record NA of application for all necessary permits Page 5 Area Variance'.Pre-Submission Conference Form 1 Section 179-9-040 1. Applicant Name: Garden World Associates 2. Tax leap ID 302.5-1-49&302.5-1-50 Location: 2 Carlton Drive 0.32,537 Aviation 0.76 3. Zoning Classification MDR-49,CI-50 Change of Zone for Parcel 49 from MDR to Cl,then combining parcels 49 and 50 for a parking lot expansion for Garden World/Silo-new hard-surfacing 4. Reason for Review: for parking relief for permeability 5. Zoning Section#: 179-3-040 Cl 6. Pre-Submission Meeting Notes: Provided Outstanding; Please provide by Deed both deeds need to be included in pdf and hard copy General Information complete x Site Development Data Complete x confirm plans and application data matches Setback Requirements Complete X Additional Project Information Complete x FAR addressed x Compliance with Zoning Ordinance x Checklist items addressed x Environmental Form completed coordinated with Planning Soud make sure updated with variance Signature Page completed x Applicant proposes a change ofzone for a 0.32 acre parcel at 2 Carlton Drive identified as Parcel 302.5-1-49 from ViDR(Moderate Density Residential)to CI(Commercial Intensive).The project also includes a parking lot expansion of a 0,77 acre parcel at 537 Aviation Road with the 0.32 acre parcel.The parking area would be increased 86 spaces where 50 were required.Petition of Zone Change-TB referral,SEQR for Petition of Zone change and Parking lot expansion and PB recommendation to Town Board then Site Plan for parking lot area expansion and area variance for permeability Items reviewed-Site Plan application,deed for 2 Carlton Drive,long EAF,Survey(not stamped).Site drawings(not stamped).Note the Petition for zone change was not included in this packet with the site plan application.Pre ap notes for area variance based off of site plan application and materials. Note the packet for submission will be 31-each packet will include petition of zone change,site plan,area variance,deeds,site drawings.(5 Town Board,9 Planning Board,9 Zoning Board,2-PBZB Files,2-Stu&Lama, 1-engineer,2-clerk,1-council..We will need four hard copes of the stormwater management plan IPB tile,1-Clerk/TwnBd file, i Laura,I engineer.(31 one page summary of stormwater would be supporting information in the packets) Items to be updated or provide: 1)Provide deeds for both parcels 2)Site Development and Setback worksheets-Add a third worksheet with the 0.32 ac parcel as Cl and combined with 0.77 ac parcel. Update Calculations for Hard surfacing mid Permeability,Update parking information for worksheets and plans-show parking spaces Size--p_lanc do nnt.match data - 3)page 3 additioral information add project information for 537 Aviation Rd-Site Plan 49-2017,Area Variance 44-2017,Sign Variance 808-1983 4)page 5 checklist-The petition of zone change,site plan and area variance are concurrent to be submitted together-Will need additional information:179-4-090-Parking..landscaping,space size,bike rack,179-6-020 lighting,179-6-080 Stormwater,179-8-050 non residential landscaping,179-8-070 Buffers,Parking traffic information needed, stormwater,snow removal information needed. 5)signatures needed 6)Information will be needed for lots to be combined as part ofproject ---Tentative Review Process--updated 7/25/2022 July--Pre application and Completeness review sign-off from staff-Additional review is required August--Submission of Petition of Zone Change and Site Plan review application and materials(20 total-I original 19 copies-I l for Planning Board,7 for Town Board and 1 for Town Cotmsel;additional copies might be necessary if variances determined) August—Town Board referral to Planning Board for recommendation and consent to Lead Agency September--Planning Board seeks Lead Agency is there any other involved agencies-Town Board and Zoning Board-ifyes then 30 day wait period?accepts Lead Agency September--Planning Board starts SEQR review-note may request additional information September--Planning Board completes SEQR review and Recommendation to Town Board September-October--Town Board sets public hearing September-October--Town Board holds public bearing and completes request for zone change October--Planning Board starts site plan review with Planning Board recommendation to the Zoning Board October--Zoning Board completes area variance request Planning Board completes site plan review Staff Representative: Laura Moore via email 7/25/2022 i Applicant/Agent: "" ""� Date: a/ Z Page 6 Signature Page This page includes the 1.) Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure; 3.)Authorization for Site Visits;4.) Other Permit Responsibilities;5.)Official Meeting Disclosure and 6.)Agreement to provide documentation required. OWNER's AGENT FORM: Complete the following if the OWNER of the property is not the same as the applicant Owner: Garden World Associates LLC Designates: Hutchins Eingr.PLLC &IBPSR As agent regarding: Variance Site Plan Subdivision ,/ Change of zone For Tax Map No.: 302.5 Section 1 Block 49&50 Lot Deed Refe ence: Book Page Date OWNER SIGNATURE: DATE: APPLICANT'S AGENT FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party: Owner: Garden World Associates LLC Designates: Hutchins Engr,)PLLC&BPSR As agent regarding: Variance ✓ Site Plan Subdivision ✓ Change of zone For Tax Map No.: 302.5 Section 1-Block 49&50 Lot Deed Reference: Book Page Dat OWNER SIGNATURE: r � c�— (DATE: rt 2.) ENGINEERING FEE (DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage,etc.as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed$ 1,000 without notification to the applicant. 3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein,the Owner,Applicant, and his/her/their agent(s)hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. 4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits. 5.) OFFICIAL MEETING MINUTES (DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application,and minutes transcribed from those tapes constitutes the official record of all proceedings. 6.) AGREEMENT TO PROVIDE(DOCUMENTATION REOUIREID: I,the undersigned,have thoroughly read and understand the instructions for submission and agree to the submission requirements,I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans and supporting materials are a true and complete statement/description of the existing conditions and the work proposed,and that all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed,I or my agents,will obtain a certificate of occupancy as necessary. I also understand that I/we may be required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy 1 have read an agree to the above. tw Signatur [Applicant] Print Name [Applicant] fat signed THOMAS CENTER,PE �l 1��2 T Signature [Agent] Print Name [Agent] Date signed Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 STORMWATER MANAGEMENT .SUMMARY 1.0 PROJECT DESCRIPTION The project consists of the construction of a new parking addition to the north of the existing rear parking area of the Silo Restaurant & Gift Shop. The'project proposed is to incorporate a residential parcel to the north into the existing parcel to accommodate overflow parking for the existing commercial facility. There is no proposed increase of the existing commercial use operating hours or facilities. Also associated with the project is demolition of the existing residential structure 1 accessory buildings, landscaped buffer and stormwater management. The parcels are a 0.32 acre developed existing residential lot and a 0.77 acre developed existing,commercial lot. Project disturbance totals 0.33-acres. 2.0 EXISTING SITE CONDITIONS The project site is mostly on the existing residential parcel which has a driveway (west side), house, covered deck and a patio(east side) of the parcel, the central portion of the parcel is'a slightly sloping (west to east) grassed lawn area which has a retaining wall running north-south along the east section and partially along the southwest comer of the south boundary. The runoff from the front half of the roof and driveway runs east to west and discharges to the town road, the rear house roof, covered deck,and patio runoff flows to the east and is captured in the lawn area in a depression in-the lawn along the retaining wall and infiltrates into the soils. The eastern most portion of the parcel is gravel and grassed area that has three accessory buildings. The runoff from this area flows to the southeast corner of the parcel and reaches an existing drywell on the commercial parcel. Site slopes generally range from 2-4% from the west to east. Site soils are mapped as Hinckley Cobbiy Sandy.Loam;HSG-A which are deep, well drained sandy soils on outwash plains. A deep soil test pit performed for a previous project encountered fine and medium sands. Existing Conditions Summary Total Project Site Area: 1.09 Acres(combined) Building& Porch Coverages: 9;010 SF Walks, Drives& Parking Areas: 28,780 SF Total Impervious: 43,285 SF Drainage design points The site is broken intq four drainage design points. Design point 'I is the southern-portion of the existing commercial use which flows from the northwest entrance to the southeast entrance and drains to an existing trench drain. Design.point 2 is the north portion of the existing commercial use and the east portion of the residential parcel which flows to the east and collects in the existing drywell. Note that during the 50 yr storm the runoff from this area exceeds the capacity of the drywell and ponds in the existing parking area until it eventually infiltrates into the drywell soils. Design Point 3 is the central east portion of the residential lot which flows from the east half of the house roof to the lawn depression along the retaining wall. Design point 4 is the west side of the residential parcel which the west portion of the house roof and driveway runoff and discharge onto the Town Road. 3.0 PROPOSED DEVELOPMENT Proposed Conditions Summary Total Project Site Area: 1.09 Acres Building & Porch Coverages: 6,450 SF Asphalt Parking & Permeable Asphalt Parking Areas: 34573 SF Total Impervious: 41,023 SF Project Disturbance: 0.33 Acres 4.0 PROPOSED STORMWATER MANAGEMENT As this is a commercial project with soil disturbances not exceeding 1-acre, NYSDEC SPDES requirements for stormwater discharges from construction activities do not apply to the project. The Town of Queensbury requires that commercial projects must implement stormwater management practices designed to manage the 50-year design storm event. Runoff from the south portion of the parcel will not be modified as no disturbance in this area is proposed. Runoff from the new parking addition will be directed to a new catchbasin in the southeast corner of the new parking area and discharge into a new stormwater subsurface infiltration trench. The new trench will be a 20 ft by 41 ft stone trench with 15 Cultec XL330 chambers in 3 rows of 5 chambers. The existing drywell will be connected,to the new catchbasin with 12" HDPE piping allowing the existing drywell to discharge into the new infiltration trench. The permeable pavement infiltration was not included as part of the stormwater calculations. Design points 3 will be eliminated as part of the proposed work as the new parking area will discharge directly into design point 2. Design point 4 will also be eliminated as the landscaped area and parking area will discharge runoff to design point 2. An infiltration rate of 100-inches per hour is utilized for the infiltration facilities. Runoff calculations have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis software for the 50-year Type-II simulated rainfall distributions. Criteria utilized in the analysis are summarized as follows: The developed site has been modeled as a series of subcatchments (drainage areas) and ponds, as shown on the HydroCAD drainage diagram. Full results of stormwater runoff computations are attached to this report. i 5.0 TOWN OF QUEENSBURV REQUIREMENTS The Town of Queensbury requires that for commercial projects, the 50-year design storm event be evaluated. Existing 50-year peak storm volume: 0.182 AF Developed 50-year peak storm volume: 0.172 AF Existing 50-year peak storm discharge: 3.57 CFS Developed 50-year peak storm discharge: 3.40 CFS The 50-year storm calculations show that the Town's requirements for commercial projects are met. PAMELA J. VOGEL COUNTY CLEOCUMEMT•: o000314N,5Lake-George, NY 1%,. . �8 PAGE: 44 Ll ttii Instrument Number: 2009-00003146 As Recorded On: May 08,2009 Deed Commercial Parties: TROELSTRA HARRY . To GARDEN WORLD ASSOCIATES LLC Billable Pages: 2 Recorded By: MCPHILLIPS FITZGERALD&CULLUM LLP Num Of Pages: 3 Comment: **Examined and Charged as Follows: ** Deed Commercial 50.00 Cover Page 5.00 RP-6217 Commercial 165.00 TP-584 5.00 Recording Charge: 225.00 Consideration Amount Amount RS#/CS# Transfer Tax 0.00 0.00 TT 1831 Basic 0.00 QUEENSBURY Local 0.00 Special Additional 0.00 Additional 0.00 Transfer 0.00 Tax Charge: 0.00 RECORDED Counts Clerks Office Has 08,2600 01:41P Pamela J. Vogel ildrren County Clark **THIS PAGE IS PART OF THE INSTRUMENT** I hereby certify that the within and foregoing was recorded in the Clerk's Office For: WARREN COUNTY, NY File Information: Record and Return To: Document Number: 2009-00003146 MCPHILLIPS FITZGERALD &CULLUM LLP Receipt Number: 116069 288 GLEN ST Recorded Date/Time: May 08, 2009 01:41:28P PO BOX 299 Book-Vol/Pg: Bk-RP VI-3768 Pg-44 GLENS FALLS NY 12801 Cashier/Station: B Post / Cash Station 3 ditheprstpart, and GARDEN.WORLD ASSOCIATES L.L.C., a New York Limited Liability Company, Organized and existing under the laws of the State of New York,with principal offices located at 652 Quaker Road,Queensbury,New York,party of the second part, V1776nuseth,that the party of thefirstpart, in consideration of One Dollar($1.00)lawful money of the United States,and othergood and valuable consideration,paid by the parry of the second part,does hereby remise, release and quitclaim unto the party of the second part, its heirs and assignsforever, ALL THAT CERTAIN PIECE OR PARCEL OF LAND bounded and described as follows: All that tract or parcel of land situate on the north side of Aviation Road, Town of Queensbury,Warren County,State of New York and being more particularly bounded and described as follows: BEGINNING at an iron pipe on the north line of Aviation Road, said iron pipe being the southwest comer of lands ofBemard Rogge,said iron pipe also being the southeast comer of the herein described parcel;thence from said point of beginning; scri North 76- 37' 20- West 150.37' along the north line of Aviation Road to a concrete Highway Monument;thence North370 13'10"West 50.50'along the north line of Aviation Road to a railroad spike on the east line of Carlton Drive;thence lNorth 05- 57-00" East 145.91' along the east Be of Carlton Drive to an iron pipe at the southwest comer of lands of Gordon Herrington;thence South 80c' 34 00"East 194.05'along the south line of lands of Herrington to an iron pipe on the west line of lands of Rogge;thence iSouth 050 58, 00" West 191.00' along the west line of lands of Rogge to the point and place of beginning; together with all improvements and fixtures situated upon the parcel of land located at Aviation Road,Queensbury,New York tax map number 302.5-1-50;being and intending to convey the improvements and fixtures specifically excluded from the conveyance ofthe real property contained in the deed made by Harry Troelstra.to Garden World Associate L.L.C.dated December 31, 1996 and recorded in the Warren County Clerk's Office on December 31, 1996 in Liber of Deeds 1006 at page 296. SUBJECT to easements and right-of-way of record. SAID parcel containing 0.766 plus or minus acres. Subject to a right ofway and easement granted to the Central Quaker Road Sewer District by grant dated April 12, 1988 and recorded October 26, 1990 in Book 807 of Deeds at page 216. Subject to all covenants,restrictions and easements of record, Intending to convey all right,title and interest of the grantor in and to the above described premises, including, but not limited to the interests he reserved in a deed from Harry Troelstra to Garden World Associates, L.L.C. by deed dated December 31, 1996 and recorded in the Warren i County Clerk's Office on December 31, 1996 in Book 1106 of Deeds at page 296. To have and to hold the premises herein granted unto theparty of the secondpart, its heirs and assigns forever. And said party of thefirstpart covenants as follows: That, in compliance with Sec. 13 of the Lien Law, thegrantor will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust frond to be applied first for the purpose of paying the cost of the improvement and will apply the samefirst to the payment of the cost of the improvement before using any part of the total of the same for any'other purpose. In Witness Whereof,-theparty of the firstpart has hereunto set his hand and seal the day andyear first above written. In Presence of HAXRY STRA State ofNew York } )ss.: County of Warren } On the 7th day ofMay,2009,before me,the undersigned,a notary public in and for said State, personally appeared HARRY TROELSTRA,personally known tome or proved tome on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capa ' `, and at by his signature on the instrument, the individual, or the person upon behalf of w ch the dividual acted, executed the instrument. r otary WILLIAM E. FITZGERALD Notary Public,State Of New York qualified In Warren Counge Commission Expires Sept.30, �o/�`�� 4P81.3862 WARREN COUNTY-STATE OF NEW YORK :4 PAMELA J.VOGEL, COUNTY CLERK a 1340 STATE ROUTE 9, LAKE GEORGE, NEW YORK 12845 �AtYCpllt� COUNTY CLERK'S RECORDING PAGE- ***THIS PAGE IS PART OF THE DOCUMENT—DO NOT DETACH*** Recording: Cover 5.00 Recording Fee35.00 Cultural Ed 14.25 Records Management - Coun 1.00 Records Management - Stat 4.75 Additional Names 0.50 BOOK/PAGE: 5856 j 181 TP584 5.00 INSTRUMENT #: 2018-7887 RP5217 Residential/Agricu 116.00 RP5217 - County 9.00 Receipt#: 2018482371 Clerk: CL Sub Total : 190.50 Rec Date: 11/30/2018 02: 30:18 PM Doc Grp: RP - Transfer. Tax: Descrip: DEED Transfer Tax - State 800.00 Num' Pgs: 4 sub Total : 800.00 Reed Frm. MCPWILLIPS FITZGERALD & CULLUM LLP Partyl: TROELSTRA HARRY Total : 990.50 Party2: GARDEN WORLD ASSOCIATES LLC **** NOTICE: THIS IS NOT A BILL **** Town: QUEENSBURY ***** Transfer Tax ***** Transfer Tax #: 1064 • Transfer Tax Consideration: 200000.00 Transfer Tax - State 800.00 Total : 800.00 WARNING*** I hereby certify that the within and foregoing was recorded in the Warren County Clerk's Office, Record and Return To: State of New York This sheet constitutes the Clerks endorsement required by Section 316 of the Real Property Law of the State of New York. MCPHILLIPS FITZGERALD & CULLUM LLP 288 GLEN STREET Pamela Vogel PO BOX 299 Warren County Clerk GLENS FALLS NY 12801 I I PROPERTY PARCEL ,. IDENTIFICATION NUMBER }/}DU' AND MAILING ADDRESS: N.Y.WARRANTY DEED WITH LIEN COVENANT Tax Map No.302.5-1 49 2 Carlton Drive Queensbury,NY 12804 W �4 �U,/ This Indenture, made the 6 'day of November, 2018 Between;HARRY TROELSTRA and IRENE M.B. TROELSTRA,with a mailing address at 2 Carlton Drive, Queensbury,New York 12804, Grantors, and GARDEN WORLD ASSOCIATES, LLC with its principal place of business at 652 Quaker Road, Queensbury,New York 12804, Grantee WITNESS that the Grantors, in consideration of TEN DOLLARS ($10.00), lawful money of the United States and other valuable consideration, paid by Grantee, do hereby grant and release unto the Grantee, its heirs, successors and/or assigns forever,the premises as described on the Schedule "A" attached hereto. EASEMENTS AND RIGHTS CONVEYED TOGETHER WITH the appurtenances and all the estate and rights of the Grantors in and to the Premises. SUBJECT TO COVENANTS AND RESTRICTIONS SUBJECT TO all covenants, restrictions and easements of record. TAX MAP PARCEL NO.IDENTIFIER As of the date of this conveyance,the Premises conveyed is identified on the Warren Countylax map for tax assessment purposes as Tax Map No.: 302.5-1-49. I COVENANTS AND WARRANTIES TO HAVE AND TO HOLD the Premises herein granted unto the Grantee, its heirs, successors and/or assigns forever. AND the Grantors covenant as follows: FIRST: That the Grantee shall quietly enjoy the Premises; SECOND: That the Grantors will forever WARRANT the title to the Premises. 'THIRD: That the Grantors will receive the consideration for this conveyance and hold such consideration as a trust fund to be applied to the payment of the cost of any unpaid 4µ improvement before using any part of the consideration for any other purpose,all in compliance with Section 13 of the lien law. IN WITNESS WHEREOF,the Grantors have duly executed this deed the day and year first above written. HARRY fROELSTAA IRENE M.B.TROELSTRA STATE OF NEW YORK COUNTY OF WARREN ss.: On the day of November, 2018, before me,the undersigned,a notary public in and for said State, personally appeared HARRY TROELSTRA personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose,name is subscribed' to the within instrument and acknowled d to me that he executed the�same in his capacity;and 1, or t L,,t \114 i� that by his signature on the instrument, Fhe ividual, or the person upon behalf of which the individual acted, executed the instrument. OTARY P ic DANIEL J/A!l%S HOGAN Notary Public State of NOW y STATE OF NEW YORK No � , ork Suffolk counly COUNTY OF WARREN ss.: collmemjssjon s. '149830a&Nyety 11`&sAprjj.30P On the day of November, 2018, before me, the undersigned, a notary public in and for said State, personally appeared IRENE M.B. TROELSTRA,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and RGknowledged to me that she executed the same in her capacity, and that by her signature on the ins ment,the individual,or the person upon behalf of which the individual acted, executed the J strum t. \me NO ' U LIC Record&Return to: DANIEL JAMES MOAN Daniel J.Hogan,Esq. Notary Pub N of Now York "NS' McPhillips,Fitzgerald&Cullum L.L.P. o. 7S '8t'S-12 No. in Suffoll,Cotinty 288 Glen Street—P.O.Box 299 Cert.Filed in'Nlassau& Glens Falls,NY 12801 Conimission r--xPjr9sAPri!'!0%Z3-I ti SCHEDULE "A" ALL THAT CERTAIN PARCEL OF LAND, situate in the Town of Queensbury, County of Warren and State of New York, bounded and described as follows: 'BEGINNING at an iron pipe stake set in the easterly line of Carlton Drive at a distance of 200 feet, measured northerly along said line, from its intersection with the north line of Aviation Road, and running thence North 5 degrees 57 minutes east along the easterly line of Carlton Drive for a distance of 75 feet to an iron stake;thence South 80 degrees 34 minutes East, along part of the south bounds of the"Glenacres"Subdivision, for a distance of 184.07 feet to an iron stake in the west bounds of lands of Samuel Smith; thence South 5 degrees 58 minutes West, along said Smith lands, for a distance of 75 feet to an iron stake;thence North 80 degrees 34 minutes West for a distance of 184.05 feet to the place of beginning. BEING the same premises described in a deed from Gordon C. Herrington and Marjorie E. Herrington to Harry Troelstra and Irene M.B. Troelstra dated July 19, 1993 and recorded in the Warren County Clerk's Office on July 20, 1993 in Book 888 of Deeds at page 168. Map References Map of a Survey made for Aftab Bhetti Dated: April 16, 2000 By: Van Dusen & Steves Land Surveyors Deed Reference Harry Troelstra To Garden World Associates LLC Dated: May 07, 2009 Recorded: May 08, 2009 B:3768 P:44 E" ab Hyjr . Da 6 Amow * N 0— 104.91' Legend IPF = Iron Pipe Found IRF = Iron Rod Found CS = Catch Basin SS = Sanitary Sewer �j = Water Gate Valve = Light Pole = Wood Fence = Chain Link Fence '-O-,U.P. = Utility Pole 54 �\ ■ ` D u �\ `%J\` �,. i• 1J. &p� S �/T Land s Z.a. Y' V e o r 'U E=INR{ZED ALTERATION DR ADDITION TO A ISSURVEY A NM BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLA ON OF sEcnoN 7209, sue-aVlsKkl z. of THE NEW YDRK STATE EDUCATION LAW. COPIES FROM ,HE ORIGINAL OF ,HIS SURVEY NARKED WITIT AN ORIGINAL OF THE LAND SURVEYORS MARKED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.' *CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE ByEYJSTING COS OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERRFICAnpis SHALL RUN ONLY 169 Haviland Road J Queensbury, New York 12804 TO THE PERSON FOR WON THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE nTLE COMPANY. GOVERNMENTAL AGENCY AND LENDING DIN LISTED HEREAND TO THE ASSIGFfEES of THHEE LENDING RisnNnON.' (518) 792-8474 New York Lie. No. 50135 Map of a Survey made for Garden World Associates LLC Town of Queensbury, Warren County, New York 302.5-1-50 1 07106118 NO. DATE TOTES: THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. PARCEL IS SUBJECT TO ANY UTILITY EASEMENTS OF RECORD. THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. THIS MAP IS COPYRIGHT © 2017 VAN DUSEN & STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION Z OF NEW YORK STATE EDUCATION LAW. DIMENSIONS SHOWN TO DISPLAY THE RELATIONSHIP BETWEEN IMPROVEMENTS ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON, TOPOGRAPHY DESCRIPTION Scale 1'=20' S-1 SST 10F 1 GARDEN WORLD ASSOCIATES LLC DWG. NO. 17-023 C3080 BM at hydrant Elev.- lt at04.91 ' Dig (Safely. New/.York Wv EXIST. CURB -CUT TO BE REMOVED l4° tilaple (MODEflq 7E D DR ZONE ■ ENSrry 6ESIf ci (COMMERCyq t NON Aw ' SNE) Sign - No Parlun To Corner 0- Lands N/F of Bradley R Patch MST. HOUSE TO BE REMOVED Il house ACCESSORY STRUCTURES TO BE REMOVED N S 80°34100 F tann,j wan 184 . 071 Covered Deck I PARCEL 02. 1 Area=251 • - SF SID0.3 Ac s x Gas Test Va� lve G as Valve © Rimer /'90.Os' SITE PLAN SCALE: 1 "=20' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 20" k4arle / / /NG9.2 ands A 0 f Burns Fami.l Trust Y \.7 12 1 0 00 to ° U) 0 9 Adjominy Budding Lands N/F Of A ftab Bha t ti SITE SOILS DATA ZONING REGULATIONS CI - COMMERCIAL INTENSIVE TAX MAP NO. 302.5-1-50 MINIMUM LOT SIZE = 1 ACRE MINIMUM LOT ROAD FRONTAGE = 50' MINIMUM LOT WIDTH = 150' MAXIMUM BUILDING HEIGHT = 40' FLOOR AREA RATIO = 0.3 FRONT SETBACK = 75' SIDE SETBACK = 20' (50' TOTAL) REAR SETBACK = 25' PERCENT PERMEABLE = 30% ZONING REGULATIONS PARKING EOUIRE MDR - MODERATE DENSITY RESIDENTIAL COUNTRY ,TORE _.....____ TAX MAP NO. 302.5-1-49 FOOD SERVICE: TOWN OF QUEENSBURY REQUIREMENT: MINIMUM LOT SIZE = 1-ACRE 1 SPACES PER 4 SEATS FRONT SETBACK = 30' 100 SEATS SIDE SETBACKS = 25' SPACES REQUIRED: 25 REAR SETBACK. = 30' RETAIL SHORELINE = 75'��.. TOWN OF QUEENSBURY REQUIREMENT: MAX BUILDING HEIGHT = 40' 5 SPACES PER 1000 SF OF RETAIL AREA LOT WIDTH = 100, ROAD FRONTAGE = 100, RETAIL .SPACE` S000 SF PERCENT PERMEABLE = 50% SPACES REQUIRED. 25 TOTAL ,SPACES REQUIRED: 50 SITE SETBACKS PARCEL 302.5-1-49 REQUIRED FOR DUSTING MDR ZONE FRONT 30' 28.1' (CARLTON DRIVE) SIDE 25' 8.2' (NORTH) SIDE 25' 6.0' (SOUTH) REAR (EAST) 30' 107.0' SITE SETBACKS PARCEL 302.5-1-50 REQUIRED FOR DUSTING CI ZONE FRONT 75' 45.6' (QUAKER ROAD) FRONT 75' 48.0' (CARLTON DRIVE) REAR (NORTH) 25' 42.2' REAR (EAST) 25' 43.0' SITE DEVELOPMENT DATA PARCEL 302.5-1-49 LOT AREA: 0.32 ACRES/ 13,779 SF EXISTING IMPERVIOUS AREAS MAIN BUILDING 1,475 SF ACCESSORY STRUCTURES 440 SF DECK, PORCH & PATIO 645 SF DRIVE AREAS 3,535 SF TOTAL IMPERVIOUS 6,095 SF PERCENT IMPERVIOUS 44.2% PERMEABILITY 55.8% TEST PITS E-1 - 06121122 BY.- THOMAS CENTER JR., P.E. 0-10" - GRAVEL 10-20" - LOAMY MEDIUM FINE SAND 20-120" - MEDIUM FINE SAND NO MOTTLING OR GROUNDWATER OBSEERVED PERCOLATION TESTS IT-1 - 6121122 BY. THOMAS CENTER, JR., P.E. STABILIZED INFILTRATION RATE 0 727: 240 INCHES PER HOUR ADA ACCESSIBLE DESIGN STANDARDS: NO. OF SPACES: NO, OF ACCESS, SPACES: 1-25 1 26-50 2 51-75 3 76-100 4 101-125 5 TOTAL ACCESSIBLE SPACES: 4 TOTAL SPACES PROVIDED: 55 SITE DEVELOPMENT DATA PARCEL 302.5-1-50 LOT AREA: 0. 77ACRES / 33,353 SF EXISTING IMPERVIOUS AREAS MAIN BUILDING 6,210 SF DECK & PATIO 240 SF DRIVE AREAS 25,245 SF TOTAL IMPERVIOUS 31,695 SF PERCENT IMPERVIOUS 95.0% PERMEABILITY 5.0% SITE DEVELOPMENT DATA COMBINED PARCEL 302.5-1-49 & 50 LOT AREA: 1.09 ACRES / 47,132 SF DUSTING IMPERVIOUS AREAS MAIN BUILDING 7,685 SF ACCESSORY STRUCTURES 440 SF DECK, PORCH & PATIO 865 SF DRIVE AREAS 28,780 SF TOTAL IMPERVIOUS 37,790 SF PERCENT IMPERVIOUS 80.2% PERMEABILITY 19.8% MAP REFERENCES: BASE INFORMATION FROM "MAP OF A SURVEY MADE FOR GARDEN WORLD ASSOCIATES LLC" BY: VAN DUSEN & STEVES LAND SURVEYORS OF QUEENSBURY, NY DATED APRIL 24, 201 Z LAST REVISED JULY 6, 2018 Dig lSafely. 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AW r- I ' m ACES � II RELOCATE UTILITY POLE PA9GEL 302. _ 1 \ 8x4''0 DR ' =33353. r.r 50 / Asphalt Parlun,j REAR �' E(1 Are / I SF 0.77± Acs Q Rtma9 Co' r� i Siy Elev 98.51' 4.0 P. • I MP 1 I ° 10 Gas rest Valve © tq Q (151 LiP. g I �� ,� I � I � C I / • U Cz 6 . � \ FF� 98. ) \ / \ , \ _ / Concrete P \ / ad with pverhany%r--_-- Silo FF= QNT\ l d` / Food Deck O s Gas Test Adjommg House PROPOSED ZONE LINE !' 24 c Gas Valve © Rim= 100.05' \ SL 9y� A VI a t t. \ r on R \ 9e o a d iS Gr\ SITE PLAN SCALE: 1 "--20' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) PLANT LIST SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES AR THUJA OCCIDENTALIS NIGRA DARK AM. ARBORVITAE 55 4 - 5' HT MIN. B & B NG9-2 PROP. ASPHALT PAVEMENT WING SWALE 1 1 4 1 PROP. 20 x 41 x D SUBSURFACE INFILTRATION BED W 1(3) ROWS OF (5) CULTEC XL330 CHAMBERS SITE SETBACKS COMBINED PARCEL 302.5-1-49 & 50 REQUIRED FOR CI ZONE DQSTING PROPOSED FRONT 75' 45.6' 45.6' (QUAKER ROAD) FRONT 75' 28.1' 48.0' (CARLTON DRIVE) REAR (NORTH) 25' 8.2' 107.0' REAR (FAST) 25' 43.0' 43.0' COUNTRY STORE FOOD SERVICE: TOWN OF QUEENSBURY REQUIREMENT, 1 SPACES PER 4 SEATS 100 SEATS SPACES REQUIRED: 25 RETAIL BUSINESS: I OWN OF QUEENSBURY REQUIREMENT, 5 SPACES PER 1000 SF OF RETAIL AREA RETAIL SPACE: 5000 SF SPACES REQUIRED: 25 TOTAL SPACES REQUIRED: 50 ADA ACCESSIBLE DESIGN STANDARDS: NO. OF SPACES: NO. OF ACCESS. SPACES: 1-25 1 26-50 2 51-75 5 76-100 4 101-125 5 TOTAL EXISTING ACCESSIBLE SPACES: 4 TOTAL SPACES EXISTING PROVIDED: 55 NEW �' SPACES PROPOSED: 20 TOTAL SPACES PROPOSED: 84 �- PROP. MULCHED PERENNIAL ` PLANTING AREA (428 SF) SITE DEVELOPMENT DATA PARCEL 302.5-1-49 LOT AREA: 0.32-ACRES / 13,779 SF EXISTING IMPERVIOUS AREAS PROPOSED ADDITIONS TO IMPERVIOUS AREAS PROPOSED TOTAL IMPERVIOUS AREAS MAIN BUILDING 1,475 SF (1,475 SF) ---- ACCESSORY STRUCTURES 440 SF (440 SF) ---- DECK PORCH & PATIO 645 SF 645 SF ( ) ---- CONVENTIONAL ASPHALT/ GRAVEL AREA 3,535 SF 2,876 SF 6,411 SF PERMEABLE ASPHALT 0 SF 2,512 SF (50% REDUCTION OF 5,024) 2,512 SF (50% REDUCTION OF 5,024) TOTAL IMPERVIOUS 6,095 SF 2,828 SF 8,923 SF PERCENT IMPERVIOUS 44.2% 20.5% 64.8% PERMEABILITY 55.8% (20.5016) 35.2% SITE DEVELOPMENT DATA PARCEL 302.5-1-50 LOT AREA: 0.77-ACRES / 33,353 SF DQSTING IMPERVIOUS AREAS PROPOSED ADDITIONS TO IMPERVIOUS AREAS PROPOSED TOTAL IMPERVIOUS AREAS MAIN BUILDING 6210 SF ---- 6210 SF DECK & PATIO 240 SF ---- 240 SF CONVENTIONAL ASPHALT/ GRAVEL AREA 25,245 SF (591 SF) 24,654 SF PERMEABLE ASPHALT 0 SF 568 SF (50% REDUCTION OF 1,135) 568 SF (50% REDUCTION OF 1,135) TOTAL IMPERVIOUS 31,695 SF (23 SF) 31,672 SF PERCENT IMPERVIOUS 95.0% 0 % 95.0% PERMEABILITY 5.0% 0 % 5.0% ZONING REGULATIONS CI - COMMERCIAL INTENSIVE TAX MAP NO. 302.5-1-50 MINIMUM LOT SIZE = 1-ACRE MINIMUM LOT ROAD FRONTAGE = 50' MINIMUM LOT WIDTH = 150' MAMMUM BUILDING HEIGHT = 40' FLOOR AREA RATIO = 0.3 FRONT SETBACK = 75' SIDE SETBACK = 20' (50' TOTAL) REAR SETBACK = 25' PERCENT PERMEABLE = 30% SITE SOILS DATA TEST PITS TP-1 - 06121122 BY: THOMAS CENTER JR., P.E. 0-10" - GRAVEL 10-20" - LOAMY MEDIUM FINE SAND 20-120" - MEDIUM FINE SAND NO MOTTLING OR GROUNDWATER OBSEERVED PERCOLATION TESTS 7-1 - 6121122 BY: THOMAS CENTER, JR., P.E. STABILIZED INFILTRATION RATE 0 727: 240 INCHES PER HOUR CATCH BASIN SCHEDULE TAG LOCATION SIZE GRATE EL. OUTLET 10" HDPE -INV. 93.1 CB-1 SE CORNER OF 4 x 4 I.D. 96.3 TO SUBSURFACE CHAMBERS PARIQNG 10" HDPE -INV. 93.1 FROM DGST7NG DW ZONING REGULATIONS MDR - MODERATE DENSITY RESIDENTIAL TAX MAP NO. 302.5-1-49 MINIMUM LOT SIZE = 1-ACRE MINIMUM LOT ROAD FRONTAGE = 100' MINIMUM LOT WIDTH = 100, MAX BUILDING HEIGHT = 40' FRONT SETBACK = 30' SIDE SETBACKS = 25' REAR SETBACK: = 30' SHORELINE = 75' PERCENT PERMEABLE = 50% AREA VARIANCE SUMMARY ghk �- a-• �. -... , Z � .n 3.iJFS(3-iW:�kl? � � � { L, PIT xa bur \, ' SITE LOCATION LOCATION MAP titre# e f, nabur P. -ow"+*a x•29 x dR f r4 - i r< A� a xf wo` ro�i 3� z low txouswsJr SITE LOCATION NEIGHBORHOOD MAP SITE DEVELOPMENT DATA COMBINED PARCEL 302.5-1-50 & 302.5-1-49 LOT AREA: 1.09 ACRES / 47,132 SF DQSTING IMPERVIOUS AREAS PROPOSED ADDITIONS TO IMPERVIOUS AREAS PROPOSED TOTAL IMPERVIOUS AREAS MAIN BUILDING 7,685 SF (1,475 SF) 6,210 SF ACCESSORY BUILDINGS 440 SF (440 SF) 0 SF DECK, PORCH & PATIO 865 SF (645 SF) 240 SF CONVENTIONAL ASPHALT/ GRAVEL AREA 28,780 SF 2,285 SF 31,065 SF PERMEABLE ASPHALT 0 SF 3,080 SF (50% REDUCTION OF 6,159) 3,080 SF (50% REDUCTION OF 6,159) TOTAL IMPERVIOUS 37,790 SF 2,805 SF 40,595 SF PERCENT IMPERVIOUS 80.2% 5.9% 86.1 % PERMEABILITY 19.8% (5.9%) 13.9% § 179-3-040 (B) (3) (b) (121- PERMEABILITY - 30% MAX REQUIRED, 5 % EXISTING (SILO PARCEL),5.0 % PROPOSED (SILO PARCEL) - 30% MAX REQUIRED, 55.8 % EXISTING (RESIDENTIAL PARCEL), 35.2 % PROPOSED (RESIDENTIAL PARCEL) - 30% MAX REQUIRED, 19.8 % EXISTING (COMBINED PARCEL), 13.9 % PROPOSED (COMBINED PARCEL) - 16.1 % OF RELIEF REQUESTED TAX MAP #'s 302.5-1-49 & 50 Dig Safely. New York ■ Call Before You Dlg ■ WeR The Required Time ■ confirm umty Response 1 REVISED PER PLANNING STAFF COMMENTS 811512022 ■ Respect The writs ■ Dig Mltlt can 800462■7962 0 ISSUED FOR ZONE CHANGE & SITE PLAN REVIEW 711312022 www.�safNin�ewyork.eom No. Revisions Date OVERALL SITE PLAN MAP REFERENCES: BASE INFORMATION FROM "MAP OF A SURVEY MADE prepared for: FOR GARDEN WORLD ASSOCIATES LLC" BY. VAN DUSEN & STEVES LAND SURVEYORS OF QUEENSBURY, NY Garden World Associates LLC DATED APRIL 24, 2017. LAST REVISED JULY 6, 2018 537 Aviation Road - State Rt. 254 & 2 Carlton Drive an D us a & Steves Land Surveyors 169 Havilaad Road gneenebury, New York 12804 (516) 792-8474 New York Uc. No. 50135 ALTERATION OF THIS DOCUMENT D(CEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOUAnON OF NYS EDUCATION LAW. Town of Queensbury, County of Warren, State of New York Drawn: LWD/JRS Checked: GTH Scale: NOTED Date: 1/5/2022 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax 291268-01-S3 L STANDARD SPECIFICATIONS FOR SILT FENCE DEFINITION A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE CONTOUR ACROSS A SLOPE TO -INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. PURPOSE TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD. APPLICATION - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A SLOPE 1:2 SLOPE (50%) 25 FT 1:3 SLOPE (33%) 50 FT 1:4 SLOPE (25%) 75 FT 1:5 SLOPE OR LESS 100 FT - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. - EROSION WILL OCCUR AS SHEET EROSION. - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. FABRIC MATERIAL CRITERIA GRAB TENSILE STRENGTH: 90 LBS ASTM D1682 ELONGATION AT FAILURE: 507. ASTM D1682 CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS K17H WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE MTH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. STABILIZATION • THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14-DAYS. • STABILIZATION OF GRASS AREAS INCLUDES HYDROSEEDING USING TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1: 3 INSTALL EROSION CONTROL BLANKET IN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. MAINTENANCE • SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY 50% • ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24-HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE IN GOOD WORKABLE CONDITION. 11 • THE CONTRACTOR SHALL CONDUCT AN INSPEC 0N OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUC71ON DEBRIS AND DISPOSE OF LEGALLY. • ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. SOIL RESTORATION NARRATIVE • SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE WHERE THE NATIVE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CONSTRUCTION AND WILL BE REVEGETATED IN ORDER TO RECOVER THE ORIGINAL PROPERTIES AND POROSITY OF THE NATIVE SOILS. • AREAS WHICH WILL RECEIVE HEAVY CONSTRUCTION TRAFFIC FOR BUILDING CONSTRUCTION WILL BE OVER THE AREAS WHICH WILL BECOME ASPHALT DRIVES AND LOADING AREAS, THEREFORE FULL SOIL RESTORATION IS NOT REQUIRED FOR THESE PORTIONS OF THE SITE. • FOR HSG-A SOILS IN THE AREAS OF CUT OR FILL, AERATE SOILS MTH SOIL AERATOR MECHANICAL IMPLEMENT DURING FINAL GRADING, APPLY 6-INCHES OF TOPSOIL, SEED, FERTILIZE AND MULCH. • AREAS WHICH ARE TO RECEIVE SOIL RESTORATION ARE SPECIFIED ON THE EROSION CONTROL PLAN. SLOPE LENGTH/FENCE LENGTH (FT. ) SLOPE STANDARD REINFORCED SUPER <2% 30011500 N/A N/A 2-10% 12511000 250/2000 30012500 10-20% 1001750 15011000 20011000 20-33% 601500 801750 100/1000 33-50% 401250 701350 1001500 >50% 201125 301175 501250 SEDIMENT CONTROL FENCE DETAIL NTS EROSION & SEDIMENT CONTROL NOTES • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. • TEMPORARY RAPID GROWTH COVER CROPS FOR THE SEDIMENT CONTROL AREAS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION DURING THE CONSTRUCTION PHASES, APPLY AT A RATE OF 35-LBS PER ACRE. • SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS AND BASINS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY 501 • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 14-DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 5 DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 14-DAYS. • FOR VEGETATED RETENTION AREAS, CUT SLOPES AND SLOPES FOR THE RETENTION BASINS, TOPSOIL AND INSTALL SEED MIXTURE AT A RATE OF R71 ER AND MULCH. 75-LBS PER ACRE, APPLY 10-10-10 STARTER FE 1 LZ • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. • DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED SEDIMENT, SCARIFY SUBSOILS AND PERFORM SOIL RESTORA71ON TECHNIQUES OVER SPECIFIED AREAS. • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WTH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF THE VEGETA7ION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETA7E AS NEEDED TO MEET THIS REQUIREMENT. • THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. • THE CONTRACTOR SHALL COMPLY NTH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). EROSION CONTROL IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE ENTIRE PROJECT (REMOVE AFTER FINAL SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL SITE STABILIZATION AND VEGETATION DISTURBANCE ESTABLISHMENT) TEMPORARY SEEDING & MULCHING AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND VEGETATION ESTABLISHMENT STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT STABILIZATION A •-. �• •• C�•_•. • •-•-. . ••� •�0 -• . •• .. 1-1/2" TOP COURSE ASPHALT 2-112" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR 1-1 /2" TOP COURSE ASPHALT 2-112" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR ASPHALT PAVEMENT WING SWALE DETAIL NTS - 5 FT MIN HT 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL SHRUB PLANTING DETAIL NTS WINTER STABILIZATION STANDARDS STANDARD AND SPECIFICATIONS FOR WINTER STABILIZATION ... perimeter and sensitive locations. Silt fence and other p requiring practices re uirin earth disturbance must be installed before the ground freezes. 7. Soil stockpiles must be protected by the use of established vegetation, anchored straw mulch, rolled ,. ' stabilization matting, or other durable covering. A barrier must be installed at least 15 feet from the toe of { a the stockpile to prevent soil migration and to capture ' loose soil. " 8. In areas where soil disturbance activity has temporarily $ or permanently ceased, the application of soil stabilization measures should be initiated by the end of 3sy the next business day and completed within three (3) days. Rolled erosion control blankets must be used on all slopes 3 horizontal to I vertical or steeper. Definition & Scope 9. If straw mulch alone is used for temporary stabilization, it shall be applied at double the standard A temporary site specific, enhanced erosion and sediment rate of 2 tons per acre, making the application rate 4 control plan to manage runoff and sediment at the site during tons per acre. Other manufactured mulches should be construction activities in the winter months to protect off -site applied at double the manufacturer's recommended water resources. rate. Conditions Where Practice Applies 10. To ensure adequate stabilization of disturbed soil in advance of a melt event, areas of disturbed soil should This -standard applies to all construction activities involved be stabilized at the end of each work day unless: with ongoing land disturbance and exposure between a. work will resume within 24 hours in the same area November 15°i to the following April I'. and no precipitation is forecast or; Design Criteria b. the work is in disturbed areas that collect and retain runoff, such as open utility trenches, 1. Prepare a snow management plan with adequate storage foundation excavations, or water management for snow and control of melt water, requiring cleared areas. snow to be stored in a manner not affecting ongoing construction activities. 11. Use stone paths to stabilize access perimeters of buildings under construction and areas where 2. Enlarge and stabilize access points to provide for snow construction vehicle traffic is anticipated. Stone paths management and stockpiling. Snow management should be a minimum 10 feet in width but wider as activities must not destroy or degrade installed erosion necessary to accommodate equipment. and sediment control practices. Maintenance 3. A minimum 25 foot buffer shall be maintained from all perimeter controls such as silt fence. Mark silt fence The site shall be inspected frequently to ensure that the with tall stakes that are visible above the snow pack. erosion and sediment control plan is performing its winter stabilization function. If the site will not have earth 4. Edges of disturbed areas that drain to a waterbody within disturbing activities ongoing during the "winter season", all 100 feet will have 2 rows of silt fence, 5 feet apart, bare exposed soil must be stabilized by established installed on the contour, vegetation, straw or other acceptable mulch, matting, rock, or other approved material such as rolled erosion control 5. Drainage structures must be kept open and free of snow products. Seeding of areas with mulch cover is preferred and ice dams. All debris, ice dams, or debris from but seeding alone is not acceptable for proper stabilization. plowing operations, that restrict the flow of runoff and meltwater, shall be removed. Compliance inspections must be performed and reports filed properly in accordance with the SWPPP for all sites 6. Sediment barriers must be installed at all appropriate under a winter shutdown. November 2016 Page 2.38 New York State Standards and Specifications For Erosion and Sediment Control INSTALL CONTINUOUS FILTER FABRIC DROP INLET PROTECTION CONTINUOUS AROUND INLET UNTIL SITE IS STABILIZED 1' MINIMUM BURIAL DEPTH 2' MAX. ABOVE GRADE EXPOSURE FINISHED GRADE STANDARD SPECIFICATIONS FOR 6" INLET PROTECTION CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT-TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED, THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2x4 WOOD OR EQUIVALENT. 4. SPACE STAKES EVENLY AROUND INLET 3-FEET APART AND DRIVE A MINIMUM OF 18-INCHES DEEP. SPANS GREATER THAN 3-FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1-FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2x4 WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVERFLOW STABILITY. Z MAXIMUM DRAINAGE AREA 1-ACRE ASPHALT PAVEMENT I FILTER FABRIC MIRAFI 140N OR EQUAL STONE FILLED INFILTRATION BED WITH 3/4"-3" WASHED CRUSHED STONE NATIVE SOILS CULTEC RECHARGER R330-XL CHAMBER QTY PER PLAN CAST IRON FRAME AND INLET GRATE GROUT IN PLACE TRAFFIC COVER 23" MIN V PRECAST CONCRETE SECTIONS SIZE PE R PLAN PIPE SIZE AND INVERT ELEVATION VARIES, SEE PLAN CATCH BASIN DETAIL NTS NTS PERVIOUS ASPHALT PAVEMENT: 3" BITUMINOUS MIX, APPLIED IN 2-COURSES: 1.5" FIRST COURSE, 1.5" SECOND COURSE 1/2" NOMINAL MAXIMUM AGGREGATE SIZE, k18% AIR VOIDS (50 GYRATIONS) DRAINDOWN 50.37. 1• • I I• I• • 4" PEAGRAVEL -` 12" #2 CRUSHED WASHED STONE DRAINAGE/INFILTRATION COURSE GEOTEXTILE STABILIZATION FABRIC, TENCATE MIRAFI HP370 OR EQUAL 3-112" ASPHALT PAVEMENT 2" BINDER, 1-112" TOP COURSE STANDARD ASPHALT PAVEMENT PER PLAN FER97M ..... 5 ....... M ..... F. T .7 ........ kii� �I�11-111-11�111�1�111�11 �III�11III `-GEOTEXTILE STABILIZATION FABRIC, FILTER FABRIC TENCATE MIRAFI HP370 OR EQUAL MIRAFI 14ON OR EQUAL PERMEABLE ASPHALT PAVEMENT DETAIL NTS Dig PPISafely, Now York ■ Call! Boforo You Dig ■ Waft The Roqulred Time ■ CerA m Utlllty Response ■ Respect The Marks ■ D1g YAM Car* 800-962-7962 wwwallgsatelyn•rryork.com TAX MAP # rs 302.5-1-49 & 50