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Application JARRETT Engineers, PLLC Civil&Environmental Engineerg November 14, 2013 Chris Hunsinger, Chairman, and Board Members Queensbury Planning Board NOV 1 5 2013 742 Bay Road Queensbury,NY 12804 Re: `Al Treeworks' Site Plan Corinth Road JE 13-053 Dear Chairman Hunsinger and Board Members, Attached is an application for site plan review pertaining to"Al Treeworks"property on Corinth Road"just east of Minnesota Avenue. Al proposes to construct a new pre-engineered building for overnight storage of their equipment and trucks. The rear of the building would be used to stage firewood and wood chips for sale, but no wood processing other than cutting logs to length would be done on the site. Additional overnight vehicle storage would be provided on the west side of the building. The site has been carefully designed to provide good access and internal traffic circulation, while still protecting the residential uses to the east. Trucks would enter the site from Corinth Road via the existing driveway, pass along the east side of the proposed building, and unload logs or wood chips before entering the building or parking along the west side of the building. The wooded area to the east of the driveway would be preserved as buffer, and a wood fence erected along the east property line to protect the residential neighbors and provide site security for Al. No new water supply or wastewater management is needed for the storage building. Stormwater management in accordance with Town standards has been provided via pretreatment stone trenches that will collect and convey runoff to a shallow infiltration area. Please feel free to call our office at 792-2907, or email me at tjarrett@jarrettengineers.com. We look forward to discussing this project with the Planning Board. Sincerely, JARRETT Engineers, PLLC 2013.11.14 07:31:29 0 11.-05'00' H. Thomas Jarrett, P.E. Principal 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 Fax 798-1864 Queensbury Planning Board Members November 14, 2013 Re: `Al Treeworks' Site Plan,Corinth Road End:• Site Plan Application • Environmental Assessment Form(EAF) • Stormwater Control Report • Drawings by Jarrett Engineers,PLLC, Revision A,dated 11/5/13 cCopies w/encl: Martin Seaton F:DataFile12013 Proj\2013 Comm113-053 Al TreelWork Docs113053131016 Rev A SPISource Files113053131031 Cv ltr to PB.doc Page 2 of 2 0 Site Plan Review Revised June 2009 Site Plan Review Application NOV 15 2013 REVIEW PROCESS: 1. Required Pre-submission meeting with staff to determine general completeness to be held no later than 1 week prior to deadline day. Call (518) 761-8220 for an appointment 2. Submittal of complete application: 1 original and 14 copies of the application package by monthly deadline. 3. Determination of application completeness. All necessary information must be provided and appropriate fee(s) paid for consideration for placement on an agenda for that month. 4. Incomplete applications will not be considered for placement on any agenda until all missing information has been submitted. 5. Submittal to Warren County Planning, if applicable. 6. Planning Board meeting, generally the third & fourth Tuesday of each month. You will be advised in writing as to which meeting to attend. 7. Following the meeting you will be provided with a copy of the resolution stating the Board's decision on your application. If your application was approved, the next likely step is a Building Permit. Final drawings must be provided for the next phase of review. If your application was denied your project cannot proceed as submitted. DOCUMENTATION REQUIREMENTS: Please submit 1 original & 14 copies of the completed application package to include: • Completed Application: pages 1-11 completed. signed & dated • Pre-Submission Meeting Notes: signed by staff • Copy of Deed • New: Checklist & Plot Plan • Fee 0 - 10,000 sf = $100 10,001- 30,000 sf = $250 30,001- 100,000 sf= $500 100,000 + sf = $1000 ZONING STAFF & CONTACT INFORMATION: Craig Brown, Zoning Administrator craigbaqueensbury.net Keith Oborne. Land Use Planner keithoqueensbury.net Pam Whiting, Office Specialist 518-761-8220 pamwqueensbury.net Visit our website at www.queensbury.net for further information and forms Town of Queensbury Planning Office• 742 Bay Road • Queensbury, NY 12804 518-761-8220 1 Site Plan Review Revised June 2009 General Information Tax Parcel ID Number: 308.16-1-61 &62 Zoning District: Detailed Description of Project [include current& proposed use]: Construction of a storage building to to protect equipment. Location of project: Corinth Road near Minnesota Avenue Applicant Name: Martin Seaton Address: 339 Clendon Brook Road A-1 Treeworks,LLC Queensbury,NY 12804 Home Phone Cell: (518)796-1316 Work Phone Fax (518)792-5602 E M a i I: seatonmartin @hotmail.com Agent's Name: H. Thomas Jarrett, P.E. Address: 12 E.Washington Street JARRETT Engineers,PLLC' Glens Falls,NY 12801 Home Phone Cell: Work Phone (518) 792-2907 Fax (518)798-1864 E-mail tjarrett@j arrettengineers.com Owner's Name Address 339 Clendon Brook Road Seaton Property Holdings, LLC Queensbury,NY 12804 Home Phone Cell (518) 796-1316 Work Phone Fax (518) 792-5602 E-mail seatonmartin @hotmail.com Town of Queensbury Planning Office. 742 Bay Road Queensbury, NY 12804 518-761-8220 2 • Site Plan Review Revised June 2009 Site Development Data Area /Type Existing sq. ft. Proposed Total sq. ft. Addition sq. ft. A. Building footprint 1925 5000 6925 B. Detached Garage 964 0 964 C. Accessory Structure(s) 0 0 0 D. Paved, gravel or other hard surfaced area 8115 20112 28227 E. Porches / Decks 0 0 0 F. Other n/a n/a n/a G. Total Non-Permeable [Add A-F] 11004 25112 36116 H. Parcel Area [43,560 sq. ft. /acre] 152175 152175 152175 I. Percentage of Impermeable Area of Site [I=G/H] 7.23% 15.50% 23.73% Setback Requirements Area Required Existing Proposed Front [1] 50' 75'-6" 347' Front [2] n/a n,%a n a Shoreline n/a n/a na Side Yard [1] 30' 60'-10" 35' Side Yard [2] 30' 8'-7" 44.6' Rear Yard [1] 30' 925'-6" 715' Rear Yard [2] n/a n/a n/a Travel Corridor Corinth Road 75' 75'-6" 347' Height [max] 60' <60' <60' Permeability 30% 92.77% 76.27% No. of parking spaces 2 for dwelling unit 6 8 total 5 for employees Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 3 I. Site Plan Review Revised June 2009 Additional Protect 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): No 3. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program? no 4. Estimated project duration: Start Date 12-01-13 End Date 12-01-14 5. Estimated total cost of project: 100,000 6. Total area of land disturbance for project: 43,410 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 CM 0.3 Commercial Intensive 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. Parcel Area n/a sq. ft. Existing Floor Area n/a sq. ft. [see above definition] Proposed Additional Floor Area n/a sq. ft. Proposed Total Floor Area n/a sq. ft. Total Allowable Floor Area n/a Area x ) [see above table] Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 4 • Site Plan Review Revised June 2009 § 179-9-080 Requirements for Site Plan Approval. The Planning Board shall not approve a Site Plan unless it first determines that such site plan meets the following Standards. Please prepare responses to each of the following topics. STANDARDS A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan. B. The proposed project complies with all other requirements of this Chapter, including the site plan review standards as set forth in Paragraph F of this section,the dimensional, bulk, and density regulations of the zoning district in which it is proposed to be located (Article 3 and Table 1),the applicable requirements of all other Articles that apply. C. The site plan encourages pedestrian activity internally and, if practicable, to and from the site with pedestrian paths or sidewalks connected to adjacent areas. D. The site plan must conform to Chapter 136 Sewage and Sewage Disposal, Chapter 147 Stormwater Management Local Law, and other applicable local laws. E. the proposed use shall be in harmony with the general purpose or intent of this Chapter, specifically taking into account the location, character and size of the proposed use and the description and purpose of the district in which such use is proposed, the nature and intensity of the activities to be involved in or conducted in connection with the proposed use and the nature and rate of any increase in the burden on supporting public services and facilities which will follow the approval of the proposed use. F. The establishment,maintenance and operation of the proposed use will not create public hazards from traffic,traffic congestion or the parking of vehicles and/or equipment or be otherwise detrimental to the health, safety or general welfare of persons residing or working in the neighborhood or to the general welfare of the town. Traffic access and circulation, road intersections, road and driveway widths, and traffic controls will be adequate. G. Off-street parking and loading facilities will be appropriately located and arranged and sufficient to meet traffic anticipated to be generated by the new use. The establishment of vehicle links between parking areas of adjacent properties are provided where feasible. This furthers the Town's goal of reducing curb cuts and reducing congestion.A twenty-foot wide connection is required. If adjacent properties are either undeveloped or previously developed without having made provision for future linkage, then a future connection must be identified and provided for in the site plan under review for such future linkage when the time arises. The Planning Board may require proof that the applicant has made contact with adjacent property owners for purposes of coordinating linkages with adjacent properties. H. The project shall not have an undue adverse impact upon the natural, scenic, aesthetic, ecological, wildlife, historic, recreational or open space resources of the town or the Adirondack Park or upon the adequate provision of supporting facilities and services made necessary by the project,taking into account the commercial, industrial, residential, recreational or other benefits that might be derived from the project. In making the determination hereunder, the Planning Board shall consider those factors pertinent to the project contained in the development considerations set forth herein under§ 179-9-080 of this chapter, and in so doing, the Planning Board shall make a net overall evaluation of the project in relation to the development objectives and general guidelines set forth in§ 179-9- 080 of this Article. I. The provision for and arrangement of pedestrian traffic access and circulation, walkway structures, control of intersections with vehicular traffic and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections between adjacent sites shall be provided to encourage pedestrian use. J. Stormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre-development drainage flows. Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off-site shall not degrade any streams or adversely affect drainage on adjacent properties or public roads. Facilities shall be in conformance with the drainage standards of Chapter 147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable. K. The water supply and sewage disposal facilities will be adequate and will meet all applicable and current requirements set forth by Department of Health regulations and Chapter 136 of the Town Code. L. The adequacy, type and arrangement of trees, shrubs and other suitable plantings, landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and adjoining lands, including the maximum retention of existing vegetation and maintenance,including replacement of dead or deceased plants. M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. N. The design of structures, roadways and landscaping in areas susceptible to ponding, flooding and/or erosion will minimize or avoid such impacts to the maximum extent practicable. O. The site plan conforms to the design standards,landscaping standards and performance standards of this chapter. Town of Queensbury Planning Office- 742 Bay Road -Queensbury, NY 12804 - 518-761-8220 5 Site Plan Review Revised June 2009 § 179-9-050 Application for Site Plan Review Application for site plan approval shall be made to the Planning Board using forms supplied by the Board. Application materials and the site plan shall include sufficient information for the Board to make its findings under§ 179-9-070 and 179-9-080 below. In determining the content of the site plan and supporting documentation, the Planning Board may waive certain requirements if the Planning Board deems such requirements or information unnecessary for the type of project proposed. Any such waiver shall be made in writing, and shall contain statements of the reasons why the waived information requirements are not necessary for an informed review under the circumstances. The Planning Board may grant such waivers on its own initiative or at the written request of an applicant. Such request shall set forth the specific requirements that are requested to be waived and the reasons for the requested waiver. Absent any waiver or waivers, an application for Site Plan Review shall include the following: Shown REQUIREMENTS on 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 Geological cover 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 81/2"x 11"sheets as necessary for written information. The information listed below shall be shown on the site plan and continuation sheets. C1&C2 C Name of the project, boundaries,date,north arrow,and scale of the plan. C1&C2 D Name and address of the owner of record,developer,and seal of the engineer,architect,or landscape architect. If the applicant is not the record owner,a letter of authorization shall be required from the owner C 1&C2 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. C1 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 C1&C2 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. n/a H The location,height,size,materials,and design of all proposed signs. n/a I The location of all present and proposed utility systems including: 1. Sewage or septic system; 2. Water supply system; C 1&C2 3. Telephone,cable,and electrical systems; and 4. Storm drainage system including existing and proposed drain lines, culverts, catch basins, headwalls, endwalls, hydrants,manholes,and drainage swales. 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 1-acre or more. A SWPPP shall comply with the requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It C2 shall be at the discretion of the Planning 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 1-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 100-year floodplain, the area will be shown, and base flood elevations given. Areas shall be indicated within the proposed site and within 50 feet of the proposed site where soil removal or filling is required, showing the approximate volume C 1&C2 in cubic yards. L A landscape plan showing all existing natural land features that 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 changes to these features including sizes and types of plants. Water sources include ponds, lakes, wetlands and Cl&C2 watercourses, aquifers,floodplains,and drainage retention areas. Town of Queensbury Planning Office. 742 Bay Road •Queensbury, NY 12804 • 518-761-8220 6 • Site Plan Review Revised June 2009 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. cover N Traffic flow patterns within the site,entrances and exits, and 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: 1.The projected number of motor vehicle trips to enter or leave the site, estimated for weekly and annual peak hour traffic levels; C2 2.The projected traffic flow pattern including vehicular movements at all major intersections likely 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. O 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 retail operation,office,storage,etc.; 2. Estimated maximum number of employees; C2 3. Maximum seating capacity,where applicable;and D 4. Number of parking spaces existing and required for the intended use. P 1. Floor Plans. 2. Elevations at a scale of one-quarter inch equals one foot(1/4"=1 foot)for all exterior facades of the proposed structure(s) and/or alterations to or expansions of existing facades, showing design features and indicating the type and color of materials attached to be used. Q Soil logs, water supply well and percolation test results, and storm runoff calculations, as needed to determine and mitigate project impacts, Cl R Plans for disposal of construction and demolition waste,either on-site or at an approved disposal facility. Cl S Plans for snow removal,including location(s)of on-site snow storage. CI T An Environmental Assessment Form ("EAF"), as required by the SEQRA regulations,with Part 1 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 attached submitted in conjunction with a special use permit application,a duplicate EAF is not required for the site plan application. 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 C1 others. For purposes of reviewing an application (and for SEQRA compliance) all proposed uses on a single parcel or on contiguous parcels shall be considered together. ✓ 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. attached Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804• 518-761-8220 7 §179-9-080 "Requirements for Site Plan Approval. The Planning Board shall not approve a Site Plan unless it first determines that such site plan meets the following Standards. Please prepare responses to each of the following topics." The proposed project fulfills the required standards in the following ways: Standards A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan. Proposal: The project entails the location of a commercial business in a commercial/light industrial zone along Corinth Road, an area targeted for business growth in the Town. B. The proposed project complies with all other requirements of this Chapter, including the site plan review standards as set forth in Paragraph F of this section, the dimensional, bulk, and density regulations of the zoning district in which it is proposed to be located (Article 3 and Table 1), the applicable requirements of all other Articles that apply. Proposal: All standards will be met with the exception that a waiver of the buffer requirements is herewith requested. The required buffer between residential uses and commercial/light industrial uses is a 50' wide vegetated strip. Al's proposal is to provide a 20' wide vegetated strip supplemented by a 10' high wood fence along the boundary separating the residential area. The existing property contains woodland in the area where the 20' buffer would be located, and any `holes' in the buffer would be filled with saplings transplanted at the time of site development. The wood fence is proposed to further reduce the potential for impacts to the residents along Minnesota Ave, and to provide a security barrier for Al. An existing driveway entering the site is to be used and extended for use by Al. That driveway is routed along the eastern side of the property, and saplings removed from the site development area will be transplanted to the eastern edge of the driveway to soften the effects of traffic entering the site. C. The site plan encourages pedestrian activity internally and, if practicable, to and from the site with pedestrian paths or sidewalks connected to adjacent areas. Proposal: Pedestrian activity on this site is not to be encouraged. D. The site plan must conform to Chapter 136 Sewer and Sewage Disposal, Chapter 147 Stormwater Management Local Lay, and other applicable local laws. Proposal: Existing rest room facilities on the roe are to be g property rry used during the infrequent times that employees are working on this site. Stormwater management in accordance with Queensbury standards has been provided. E. The proposed use shall be in harmony with the general purpose or intent of this Chapter, specifically taking into account the location, character and size of the proposed use and the description and purpose of the district in which such use is proposed, the nature and intensity of the activities to be involved in or conducted in connection with the proposed use and the nature and rate of any increase in the burden on supporting public services and facilities which will follow the approval of the proposed use. Proposal: The proposed site use is consistent with the intent of the Queensbury Comprehensive Plan and Zoning ordinance. The site design is also protective of neighboring residential uses, albeit those uses are pre- existing but non-conforming in the CLI zone. F The establishment, maintenance and operation of the proposed use will not create public hazards from traffic, traffic congestion or the parking of vehicles and/or equipment or be otherwise detrimental to the health, safety or general welfare of persons residing or working in the neighborhood or to the general welfare of the town. Traffic access and circulation, road intersections, road and driveway widths, and traffic controls will be adequate. Proposal: The site design takes into account the need for internal truck movement, and parking, and no truck parking is proposed either on or adjacent to a public road. Truck traffic exiting onto Corinth Road is not expected to create nuisance conditions, as the traffic is infrequent (essentially morning and night), and this section of Corinth Road is suitable for commercial driveways. G. Off-street parking and loading facilities will be appropriately located and arranged and sufficient to meet traffic anticipated to be generated by the new use. The establishment of vehicle links between parking areas of adjacent properties are provided where feasible. This furthers the Town's goal of reducing curb cuts and reducing congestion. A twenty foot wide connection is required. If adjacent properties area either undeveloped or previously developed without having made provision for future linking, then a future connection must be identified and provided for in the site plan under review for such future linking when the time arises. The Planning Board may require proof that the applicant has made contact with adjacent property owners for purposes of coordinating linkages with adjacent properties. Proposal: Off-street parking, and loading, have been accommodated in the site design. Future connection to adjoining properties is possible, as needed, but connection to the properties to the east (residential) will not be practical and likely not warranted. H. The project shall not have an undue adverse impact upon the natural, scenic, aesthetic, ecological, wildlife, historic, recreational or open space resources of the town or the Adirondack Park or upon the adequate provision of supporting facilities and service made necessary by the project, taking into account the commercial, industrial, residential, recreational or other benefits that might be derived from the project. In making the determination hereunder, the Planning Board shall consider those factors pertinent to the project contained in the development considerations set forth herein under § 179-9-080 of this chapter, and in so doing, the Planning Board shall made a net overall evaluation of the project in relation to the development objectives and general guidelines set forth in§179-9-080 of this Article. Proposal: In as much as the Town has designated this area for commercial and industrial development, no undue impacts to any natural or cultural resources are expected. The provisions for and arrangement of pedestrian traffic access and circulation, walkway structures, control of intersections with vehicular traffic and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections between adjacent sites shall e provided to encourage pedestrian use. Proposal: Not applicable; see above. J. Stormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre-development drainage flows. Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off-site shall not degrade any streams or adversely affect drainage on adjacent properties or public roads. Facilities shall be in conformance with the drainage standards of Chapter 147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable. Proposal: Stormwater management in accordance with Queensbury standards has been provided with the site design, and the plan incorporates infiltration of excess runoff from the developed area of the site up to the 50 year storm event. h. The water supply and sewage disposal facilities will be adequate and will meet all applicable and current requirements set forth by Department of Health Regulations and Chapter 136 of the Town Code. Proposal: Water supply is not required for the proposed storage building, and existing rest rooms on the property will be used as necessary for the limited periods that employees are on the site. L. The adequacy, type and arrangement of trees, shrubs and other suitable plantings, landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and adjoining lands, including the maximum retention of existing vegetation and maintenance, including replacement of dead or deceased plants. Proposal: Buffering to protect the residential uses to the east is described above. Essentially,Al proposes to use existing vegetation, supplemented by a 10' high wood fence to minimize the chances for impacts to the residents along Minnesota Avenue. M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. Proposal: Emergency access will be available throughout the site. N. The design of structures, roadways and landscaping in areas susceptible to ponding,flooding and/or erosion will minimize or avoid such impacts to the maximum extent practicable. Proposal: This area of Corinth Road is not subject to externally caused flooding, and the design of the site will preclude flooding of structures. 0. The site plan conforms to the design standards, landscaping standards and performance standards in this chapter. Proposal: With the exception of the buffer separating the uses to the east (residential), all other design standards have been met. Site Plan Review Revised June 2009 Pre-Submission Conference Form r179-4-0401 1. Tax Map ID 308.16-1-61 2. Zoning Classification CLI Commercial Light Industrial UC'LV LY c .A C C.. 7th to vL�-- St (*c_�) 3. Reason for Review: �i 4. Zoning Section #: (7e1- 3-_0(1 t) 5. Pre-Submission Meeting Notes; Outstanding Items To Be Addressed Include: Deed Yes t/No General Information complete — Yes No Site Development Data Complete — Yes No Setback Requirements Complete ___"t" Yes No Additional Project Information Complete —v Yes No FAR Worksheet complete it/PS Yes No Standards addressed Yes _�No Checklist items addressed i/ Yes No Environmental Form completed ✓ Yes No Signature Page completed Yes No A p p\`Cc-of c cv 3(' pu) c ,(0J cre i�,),ll✓�i�t(1 Gt 41 S1 wok f a '-} tee. ' e c>- c-e. .�c c ��` Pe,ut,ecoed a � 1tc- c.AA M -Ienc�\�� a�r� �fc �4'ic in, Ae 1 i 4)6-ALA CI • ��c.vim c c ct - S ,,✓�c ttQvS e.--)c c�1 ` C ft-(`t L- .);-( I('1`'j � , -4 1 G7� ,( �`�v(�c c- a c,�.ln�Qcr,� h�< <�c7 �(+ �t-ft�e e ply.��f�� a, \( [i a CLV''�9 >if f 01 L 1n v iY 'f7, cif c US.S a0 4-;- tN � �� >✓<<r;c� (3 :�� f � t ,� '' -tee ✓hL)ik(A(-A- P (QJc- el `q-c� of S�rr)L. c1 ('eeA s ()C5 (9•k (99e 1 k herleS[.,5Se( rk (le,tL Ci P J -oe .xx-t( c,....-kA c✓tC? . Staff Representative: a �� f r Illr Applicant/Agent: ■Mg ��% Date: tii. � Town of Qu--nsbury Plannin•. s fice-742 Bay Road •Queensbury, NY 12804 • 518-761-8220 8 Site Plan Review Revised June 2009 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: .Seaton Property Holdings, LLC Designates: JARRETT Engineers,PLLC As agent regarding: Variance X Site Plan Subdivision For Tax Map No.: _c____ .16 Section 1 Block 61 Lot Deed Reference: 4' 2 Book 160 Page 9/17/1-, Date OWNER SIGNATURE: DATE: i 1 6 /.3 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: Martin Seaton/A-1 Treeworks, LLC Designates: JARRETT Engineers, PLLC As agent regarding: Variance x Site Plan Subdivision For Tax Map No.: %8,16 Section 1 Block 61 Lot Deed Reference: / 4852 Book 160 Page 9/17/13 Date OWNER SIGNATURE: DATE: I f 6 / 3 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 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 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 I have read a • a.ree to the above. �'j Martin Seaton 1 i b 1�3 Sign p ( Print Name [Applicant] Dat: si. ed ��. ��/ H.Thomas Jarrett,P.E. i( 7 ) 3 Sig..ture [• .-' ' Print Name [Agent] Da e s!ned JARRETT Engineers,PLLC 'own of Queensbury Planning Office- 742 Bay Road- Queensbury, NY 12804 - 518-761-8220 11 uO.. yv„c. cv. LOU L / i r/ cviJ UL"LU lIIIULJe. 1 UL 9 A7•RWf4 WARREN COUNTY—STATE OF NEW YORK °" PAMELA J.VOGEL,COUNTY CLERK ' + j 1340 STATE ROUTE 9, LAKE GEORGE, NEW YORK 12845 COUNTY CLERK'S RECORDING PAGE ""'"THIS PAGE IS PART OF THE DOCUMENT—DO NOT DETACH**" Recording: Cover Page 5.00 Recording Fee 35.00 Cultural Ed 14.25 Records Management - Coun 1.00 Records Management - Stat 4.75 TP584 5.00 BOOK/PAGE: 4852 / 160 RP5217 Residential/Agricu 116.00 INSTRUMENT #: 2013-7715 RP5217 - County 9.00 Receipt#: 2013311239 Sub Total : 190.00 Clerk: LB — Rec Date: 09/17/2013 09: 54: 52 AM Transfer Tax Doc Grp: RP Transfer Tax - State 1116.00 Descrip: DEED Num Pgs: 4 Sub Total : 1116.00 Rec'd Frm: EDWARD S HADDAD Partyl: GARAFALO GREGORY Total : 1306.00 Party2 : SEATON PROPERTY HOLDINGS LLC **** NOTICE: THIS IS NoT A BILL **** Town: QUEENSBURY ***** Transfer Tax ***** Transfer Tax #: 327 Transfer Tax Consideration: 279000.00 Transfer Tax - State 1116.00 Total : 1116.00 WARNTNNG*** I hereby certify that the within and foregoing was recorded in the Warren County Clerk's Office, State of New York. This sheet constitutes the Clerks endorsement Record and Return To: required by Section 316 of the Real Property Law of the State of New York. JAMES R DAVIES ESQ Pamela J. Vogel 27 PEARL STREET Warren County Clerk PO BOX 2002 GLENS FALLS NY 12801 JA. YVJL CO. 11/41V VJ/ .L Ll/1J Vli liV llllG7lJC. L 01 .1 N.Y. DEED-WARRANTY with Lien Covenant • z THIS INDENTURE,made the ZOday of/927,. v Two Thousand Thirteen, ��'�✓ BETWEEN: GREGORY GARAFALO,residing at 308 Corinth Road, /16).pp0 Queensbury,New York, party of the first part,and SEATON PROPERTY HOLDINGS,LLC,having an address of 339 Clendon Brook Road,Queensbury,New York, party of the second part, WITNESSETH that the party of the first part, in consideration of ONE DOLLAR AND 00/100(S1.00)lawful money of the United States,paid by the party of the second part, does hereby grant and release unto the party of the second part,his heirs and assigns forever,all that piece and parcel of real property situate at 308 Corinth Road in the Town of Queensbury, 'P Warren County,New York,designated on the Warren County Tax Map as No. 308.16-1-61 as said premises are more particularly described in Schedule A annexed hereto. TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,his heirs and assigns forever, AND said party of the first part covenants as follows: FIRST,That the party of the second part shall quietly enjoy the said premises; SECOND,That said party of the first part will forever WARRANT the title to said premises. THIRD,That,in compliance with Sec. 13 of the Lien Law,the grantor will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first 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,the party of the first part has hereunto set his hand and seal the day and year first above written. IN PRESENCE OF s/�i .S. GREGOt , 'ARAFAL� J l t• 1 V J L L V• 1 V Il V J/ 1/ / L V J.J V LL L I LJ .1.LI l Q y G• J V l Y 6 STATE OF NEW YORK ) )ss.: COUNTY OF WARREN ) On the a day of in the year 2013 before me,the undersigned,a Notary Public in and for said State,pe nally appeared GREGORY GARAFALO,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 acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual,or the persons upon behalf of whom the individual acted,executed the instrument. N•ii.3�0F''1C fury Puh ck a AarlNew Qf ani ^h•k02DA5931815 This document prepared by: .swesk+dr30 ?o/c. JAMES R.DAVIES Attorney at Law 27 Pearl Street PO Box 2002 Glens Falls,New York 12Q01 L LV• 1VV VJ/ 1. / L.V1J LJL LJ✓ 1 MC 1jC. Y I.)J •] l Schedule A All that certain pigce or parcel of land situate,lying and being In the Town of Osieensbury,County of Warren and the State of New York,more particularly bounded and described as follows:BEG3NN1NG at an iron rod found in the ground for a corner In the northerly bounds of Corinth Road at the southwest corner of lands of Debrah Parker as described In book 1206 of deeds at page 242;running thence North 84 degrees,52 minutes and 00 seconds West,along the northerly bounds of said Corinth Road,a distance of 129.89 feet to an Iron rod found in the ground for a corner at the southeast corner of lands now orformeriy of John A.Miles;thence running along said lands,North 05 degrees,52 minutes and OS seconds East,a distance of 1163.00 feet to the northeasterly corner thereof In the southerly bounds of lands of Michael E.Lebowitz;thence running along the same,South 84 degrees,52 minutes and 00 seconds East,a distance of 139.22 feet to the southeasterly corner thereof,In the westerly bounds of lands now or formerly of Frank and Kathryn Whiting;running thence South 08 degrees,05 minutes and 20 seconds West,along the lands of said Whiting,the lands of Ballard and Dickinson,a distance of 240.55 feet;thence running South 05'degrees,52 minutes and 07 seconds West,along the lands of Gravure Resources Inc,Matthew and Tammy Loomis,Kathryn Brockway and Donald Palmer,Walter and Margaret Chatterton,Timothy McKinney,Faye Murphy,Bradley and Mary Winslow,Leslie and Gladys Foss and said lands of Debrah Parker,a distance of 922.75 feet to the point and place of beginning,containing 3.49 aces of land to be the same more or less. l TOGETHER with ell right,tido end interest of the party of the first part oi;in end to the land lying in the street in front of and adjoining said premises --• , •