Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Application
SCHODER Rl VERS Evergreen Professional Park 453 Dixon Road, Suite 7, Bldg. 3 ASSOCIATES Queensbury, NY 12804 Consulting Engineers, P.C. Tel. (518) 761 -0417 Fax (518) 761 -0513 Town of Queensbury Planning Board May 14, 2014 742 Bay Road SRA 13-682 Queensbury, NY 12804 ATTN: Chris Hunsinger, Chairman VIA: Hand Delivered RE: Site Plan Review and Area Variance Request O'Leary Property -77 Brayton Lane, Town of Queensbury, NY Tax Map ID 239.12-2-86 MAY 14 2U i4 Dear Mr. Hunsinger and Planning Board Members: We have been retained by Stephen O'Leary, the owner of the above-referenced seasonal residence, to assist him in the design of the renovation of the existing residence at the above-referenced parcel which is located in the Town of Queensbury's WR zoning district. The proposed renovation work includes. the removal and replacement of interior finishes, rearrangement of living spaces within the building, the construction of a new loft space, replacement of doors and windows, and the installation of new windows in a currently enclosed screened porch. No expansion to the existing footprint of the residence is proposed. Also included in the project is the replacement of an existing non-conforming and deficient septic system with a new on-site wastewater treatment system. The installation of new septic and pump tanks for the replacement system requires site grades to be raised adjacent to the north wall of the existing building due to the presence of shallow bedrock;jacking of the building to allow for an extension to the top of the foundation wall in this area is also required. The installation of the replacement septic system will require the installation of a new site retaining wall system to allow for the placement of fill materials and the installation of a new site stair adjacent to the regraded area to provide access to the residence. The residence is an existing non-conforming structure which was purchased by Mr. O'Leary last year. In accordance with Code Section No. 179-13-010, the proposed modifications to the building are subject to review by the Zoning Board of Appeals. The existing and proposed sideline setbacks of±8.8 ft. and ±3.7 ft. to the north and south property lines, respectively, and the existing and proposed shoreline setback of±27 ft. do not conform to the required 12 ft. sideline and 50 ft. shoreline setbacks indicated in Section Nos.179-3-040 of the Town of Queensbury Code (refer to enclosed Drawing C-1). An Area Variance is sought for relief from the Code requirements for these existing non-conforming conditions. Your referral of this project to the Zoning Board of Appeals for their consideration is, therefore, respectfully requested. Site plan review for this proposed project is also required as stipulated in Section 179-6-060 of the Code due to the presence of site slopes in excess of 15% within 50 ft. of the proposed project location. The existing lot is relatively small and also does not comply with the minimum code requirements for the WR Zoning District with respect to lot size; the lot size of 0.33 acres does not comply with the required 2.0 acres and the minimum lot width of±45 ft. does not comply with the required 150 ft. width. Bedrock is also present as both exposed rock and at shallow depth throughout most of the existing lot. Due to these limitations, several variances from the Town of Queensbury Sanitary Sewage Ordinance were required for the construction of this replacement wastewater treatment system. The Town of Queensbury Board of Health reviewed our request for sanitary sewage system variances at their 4/21/14 meeting and approved these variance requests in Board Resolution No. BOH 9. 2014, a copy of which is enclosed for your reference. Due to site design limitations with respect to the relatively small lot size and the presence of shallow and exposed bedrock, the only feasible location for construction of the proposed wastewater treatment system was limited to an area immediately west of the existing residence location. With the installation of site fills and a retaining wall system to contain such fill materials, adequate separation to bedrock could be achieved for the installation of the wastewater system at the proposed location, as approved by the Town Board of Health. The proposed sitework for this project constitutes a disturbed area of approximately 4,760 sq. ft. (site disturbance only, excluding the house footprint). Within this disturbed area, approximately 663 sq. ft. is currently impermeable, including exposed bedrock areas, concrete pads and the timber retaining wall. The proposed project includes approximately 666 sq. ft. of impermeable area within the disturbance limit, including the new retaining walls and site stair structure. This increase in impermeable area of approximately 6 sq. ft. is considered to be negligible. As Town of Queensbury Planning Board May 14. 2014 Page 2 SRA 13-682 negligible. As noted above. the majority of the lot is covered by exposed and shallow bedrock, except for the areas occupied by the proposed wastewater treatment system and the residence itself. The opportunity to provide improved stormwater management is, therefore, significantly limited. Proposed measures for stormwater management which are included in the project design are as follows (please refer to Drawing C-1): • The installation of two permeable landscape areas located above the upper retaining wall and between the upper and lower retaining walls which will be covered with topsoil, mulch and landscaping shrubs. • The installation of permeable pavers between concrete steps at the site stair. The pavers will be placed on a sand bed and crushed stone and will provide some infiltration and treatment for the initial runoff. Currently, the majority of the area where the site stair is to be built is an exposed area of bedrock with no infiltration of runoff. • The installation of fill, topsoil and turf, up to ±1.5 ft. thick, on the existing exposed bedrock in the area south of the proposed site stair. This newly grassed area will reduce runoff rates with respect to the current bare bedrock condition and will provide some limited infiltration of the initial runoff. • Currently, roof runoff from the residence at the south side of the building is directed to a stone planter located below the south building eave. This planter will remain in place. • A shallow swale will be constructed along the north property line to prevent the possibility of runoff from discharging to the property to the north. Stone lining will be provided at the portion of the swale adjacent to the new retaining wall to provide some potential for infiltration of runoff and to protect the swale from possible erosion. Riprap will be provided along the path of the swale at a relatively steep area between the retaining walls to prevent erosion. The remainder of the swale will be topsoiled and seeded to turf for erosion protection. • No disturbance to existing vegetation and ground cover between the residence and the lake shoreline is proposed (except as needed to construct a portion of the swale along the north property line). While infiltration of runoff through this existing ground cover is limited due to the presence of shallow and exposed bedrock in this area, the existing vegetation will serve as a barrier to filter runoff from the site. • Silt fences will be installed and will remain in place until completion of all site construction and the establishment of adequate turf growth. Enclosed please find one (1) original and fourteen (14) copies of the following information in support of this site plan review request: • Town of Queensbury Planning Office Site Plan Review Application • Town of Queensbury Board of Health Resolution No. BOH 9, 2014 approving the Sanitary Sewage Disposal Variance. • Current Deed. • Current property boundary survey prepared by VanDusen & Steves Land Surveyors. • Architectural design drawings for the building modifications prepared by Robert Ostrander and Edward LaPoint. PE dated 4/14/14. • Civil design drawings, all Rev. 1 dated 5/7/14 prepared by Schoder Rivers Associates Consulting Engineers. PC. We trust that the enclosed information is sufficient for the Town of Queensbury Planning Board to review the proposed site design for the project and to request consideration of the requested Area Variances by the Town of Queensbury Zoning Board of Appeals (please note that we are also submitting an Area Variance request to the Zoning Board of Appeals at this time under separate cover). We respectfully request that this project be placed on the agenda for the June 17, 2014 regular Planning Board meeting. Please give me a call if any additional information is required. Sincerely, Carl B. Schoder, PE Principal cc: Stephen O'Leary-w/enclosures Site Plan Review Application Review Process: Applicant and/or agent shall meet with Zoning Administrator to determine type of review needed Pre-submission meeting with staff is required to determine general completeness of application materials (to be held no later than 1 week prior to deadline submittal - Call (518) 761-8220 for an appointment). Application submittal: one (1) original application package, one (1) deed and 14 copies of the application package with the application fee* Determination of application completeness and placement on an agenda Planning Board meetings are generally the third & fourth Tuesday's of each month. You will be advised in writing as to which meeting to attend. 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. If your application was denied your project cannot proceed as submitted. *Fee: $100.00 (0 to 10,000 sf); $250.00 (10,001 to 30,000 sf); $500.00 (30,001 to 100,000 sf); $1,000.00 (100,000- sf) Zoning Staff & Contact Information: Craig Brown, Director of Planning, Zoning & Code Compliance craigb@queensbury.net Laura Moore, Land Use Planner Imoore @queensbury.net Pam Whiting, Office Specialist (518-761-8220) oamw @nueensbury.net Site Plan Review Revised March 2014 1 Town of Queensbury Planning Office 742 Bay Road - Queensbury, NY 12804-518-761-8220 General Information Tax Parcel ID: ' 3�' / 2 - !e;;ral Zoning District: W R Lot size: 19+ 33,4-c • Current Use: 5;r1/.1.e Fes+;iv 12e4; 1 etC Proposed Use: S-10112-RjsIiyre13;o t&Z.}3-ojcc7`;i.chca6-12srepA^I-e-,se.e4r//waa* a..�evys� +1 i h�er:Otl r•?.i't6da I ;0 xS i ji n new Mtahot re.s r 'm. a erd'//G�`rtl' t/-�'f. •1 oc�44 Dow del. -/--.e/1; 'i'ane.�o mt.;se.Tract -fop.' e n e ws S,27011,r e.- 41-no( ur.tP t-a-+t-KS . iU V Project Location: -9- �vty/-6►t !- z.s i.�j j/ wQ.e t ztr � Applicant Name Address: /y PatAiGkS FIetc e S7`epkL O Letr-y C e p k Tors,4ir / O9a b Home Phone Cell: Work Phone Fax ..--- E-Mail: Steve Q ya,h90. c Agent's Name: CO v"' 3• sc Aooce., rah Address: 1453 Dd1Dkt ao(, eA4 3, $ye. cac hoviav Phi-a...5/45 196.,?G. C? vn$17ailei it /a S'O Home Phone Cell: Work Phone Fax 5/ 7-6/-01t/ 7-E347 2 57 -g-/-04-.7 3 E-mail Gard (�5r2a■litt.aer5.com ^ Owner's Name: Address -szyuga3app ( icant — Home Phone Cell Work Phone Fax E-mail Site Plan Review Revised March 2014 2 Town of Queensbury Planning Office• 742 Bay Road• Queensbury, NY 12804• 518-761-8220 Site Development Data Area/Type Existing sq.ft. Proposed Total sq. ft. Addition sq.ft. A. Building footprint _ 980 — 980 B. Detached Garage j C. Accessory Structure(s) / 7 0 / 1-6 D. Paved, gravel or other hard surfaced area. — 3- E. Porches/Decks F. Other (i.e. boathouse, sundeck, etc.) 3 OD 3 4 (Ale& ,3:.te ir)_ G. Total Non-Permeable [Add A-F] i,q � s a, aa,� H. Parcel Area [43,560 sq. ft./acre] /llJ A 11 1 1 /II;2 Y--7 I. Percentage of Impermeable Area of Site [I=G/H] / q `3 6 D Setback Requirements Area Required Existing Proposed Front [1} 30 1 106 ± /O6 Front [2] Shoreline 30 a 4 ± 62 Side Yard [1] / 2 1- 3, 4- t 3. Side Yard [2] .I Rear Yard [1] 3a I A . (silvr,eI ine) iA A . (sko✓eI;he) Rear Yard [2] r Travel Corridor s Height [max] a if .. , g # / Permeability 1-5' -I No. of parking spaces Site Plan Review Revised March 2014 3 Town of Queensbury Planning Office-742 Bay Road• Queensbury,NY 12804-518-761-8220 Additional Project Information 1. Will the proposal require a Septic Variance from the Town Board of Health? Ye 5 2. If the parcel has previous approvals, list application number(s): 3 aH q, 201 64prote0( //Zi/Iy) CeeP ef repo l40 on art acc*art 3. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program No 4. Estimated project duration: Start Date % ////it End Date /0/3 i/1'/ 5. Estimated total cost of project: ii//912, O&& 6. Total area of land disturbance for project: ! `./, 440 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/Commercial Intensive CM /CI 0.3 Main Street MS 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 A/'- sq. ft. B. Existing Floor Area Motor 4 Sdsd) /1 `9' sq. ft. [see above definition] C. Proposed Additional Floor Area 3 Sri?' sq. ft. CL04+4 D. Proposed Total Floor Area /,3 3 / sq. ft. E. Total Allowable Floor Area 3, / 3`f. (Area x D.22) [see above table] *if E is larger than D, a variance or revisions to your plan may be needed. Please consult w/Staff. Site Plan Review Revised March 2014 4 Town of Queensbury Planning Office.742 Bay Road• Queensbury, NY 12804 518-761-8220 § 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. It 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 sate 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. 1 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. I N. The design of structures, roadways and landscaping in areas susceptible to ponding, flooding and/or erosion will minimize or avoid such i impacts to the maximum extent practicable. O. The site plan conforms to the design standards,landscaping standards and performance standards of this chapter. Site Plan Review Revised March 2014 5 Town of Queensbury Planning Office.742 Bay Road • Queensbury, NY 12804.518-761-8220 RESPONSE TO PAGE 5 SECTION - "STANDARDS" ITEM RESPONSE A Project includes renovation of an existing non-conforming residence with no further encroachment on existing deficient setbacks. Upgrading of existing wastewater system is included. B Project complies with the standards except existing non-conforming sideline and shore line setback distances. Existing lot is also non-conforming with respect to the standards regarding lot size, minimum shore line width and minimum lot width (See also Zoning Compliance Table on Drawing C-1). Septic system variance for proposed upgraded system was approved by the Town of Queensbury Board of Health (BOH 9,2014 - approved 4/21/14) C Not applicable - Residential project. D Septic system variance for proposed upgraded system was approved by the Town of Queensbury Board of Health (BOH 9, 2014 - approved 4/21/14). See Cover Letter to this application regarding stormwater management. E The proposed project is consistent with the neighboring residences in the WR District. F No change in existing traffic conditions is proposed. G Not applicable H Residential project not subject to SEQRA review. Not applicable J See Cover Letter to this application regarding stormwater management. Increase in impermeable surfaces is minimal. An increase in the existing permeability of the site is proposed through addition of new landscaped areas and the use of permeable paver where feasible. K The existing residence and adjacent residences derive their water supply from Lake George. Regarding sewage disposal. see response to Item D above. L New landscaping is proposed. No disturbance of existing vegetation is proposed between the existing residence and the lake shoreline. M Not applicable - Residential project. N Riprap, a stone lined swale and seeding to turf are proposed for areas potentially subject to erosion. O Proposed project was designed to comply to the extent feasible. , § 179-9-050 Application for Site Plan Review Absent any waiver or waivers, an application for Site Plan Review shall include the following: 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 Geological Survey map of the C-- J area. 1 j 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 C— / r 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. C— 1 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— l 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. G r/ 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 containers C.— 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. H The location,height,size,materials,and design of all proposed signs. I The location of all present and proposed utility systems including: 1. Sewage or septic system; 2. Water supply system; G—/ 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 i (excluding agricultural activities) on the site that results in land disturbance of 1-acre or more. A SWPPP shall comply with the C •-- / • 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 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- L! 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 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 G l 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 NA Overlay Districts that apply to the property. Site Plan Review Revised March 2014 6 Town of Queensbury Planning Office.742 Bay Road• Queensbury, NY 12804. 518-761-8220 REQUIREMENTS CONTINUED I Sheet# 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: i 1. 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 to be affected by the C—/ 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; 3. Maximum seating capacity,where applicable;and ° 4. Number of parking spaces existing and required for the intended use. P 1. Floor Plans. AvcA 1 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 I alterations to or expansions of existing facades,showing design features and indicating the type and color of materials to be used. Dit4$. ` 1 Q Soil logs,water supply well and percolation test results,and storm runoff calculations, as needed to determine and mitigate project 1 impacts. C..--- R Plans for disposal of construction and demolition waste,either on-site or at an approved disposal facility. S Plans for snow removal,including location(s)of on-site snow storage. 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 submitted in conjunction with a special use permit application,a duplicate EAF is not required for the site plan application.. N -At° 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 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. Site Plan Review Revised March 2014 7 Town of Queensbury Planning Office-742 Bay Road •Queensbury, NY 12804.518-761-8220 Pre-Submission Conference Form [179-4-0401 1, Tax Map lO asct, t2 - 2rO� 2_ Zoning Classification i.N0cic�,-lc���lo�c3-� S��S ii 3. Table of Allowed Uses Expa n,V�n _ r DI RI is subject to Site Plan Review 4. Ordinance Section# ( )et— `d ��/ '7 F- S-010/ 5. Pre-Submission Meeting Notes; Outstanding Items To Be Addressed Include: Dees; ±Yes _ No General Information complete Yes No Site Development Data Complete /Yes _No Setback Requirements Complete Yes No Additional Project Information Complete Yes No `Coverage under DEC SWPPP Program &/A Yes No FAR Worksheet complete ✓ Yes No Standards addressed Yes jC No Checklist items addressed V Yes No Env ronmental Form completed ilk-Yes No Signature Page completed Yes l< No C`-r`E- ? SCs a re��vr CiA.te« e(4°Sra- Ar- ((e ms(971-- c — +'U2c).-5 fQ4-> S(�S ' M i� CAL,00c.. tcnCiSCcp J Qiieel - pel pel, r5j Abe) cLt c-iQe ±�-e a r-s1-1 c-c-e c cJc s Ltc?re. 172.eov t_A-36pG( ,�/cr C 1. r c c c.v� / J 9 /c lS c. C !c/o/rec.-Lit r, S- // -- - ` trrl c L c.rJee Pc,v-c c G(Q d-e t l - *Applicant must provide office with Notice of Intent (NOD: SWPPP Acceptance Form, DEC letter issuing permit number; Notice of Termination NOT Se_ taff Representative: Utc- � p I / i 1 Agent: Dat Site Plan Review Revised March 2014 S Town of Queensbury Planning Office.742 Bay Road • Queensbury, NY 12804•518-761-8220 • 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. • 'GENT FORM: Complete the following if - - I ER of the property is not the same as the applicant Owner: Designates: As agent regarding: Varia - Site Plan ivision For Tax Map No.: "ection Block Lot Deed Referen -• Book Page Date • ■ • 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: Ste'h¢vt ©'beet.ry Designates: Cu I B.Se he 'ter, l Lam.—Schooley" ievs�4s#oc r�'Fes,'P•C. As agent regarding: ✓ Variance ✓Site Plan Subdivision For Tax Map No.: .739. 12 Section 2- Block ail Lot Deed Reference: 'es. 7 Book IO$j;ge A142343 Date c� �a APPLICANT SIGNATU _4 # `r DATE: _ r� l�Iy 2.) ENGINEERING FEE DISCLOSURE: Applications may be eferred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed$ 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 and agree•-bove. ■soUll1:1*-• •Y`j l ature [Appli nt] Print N e [Applicant] Date signed B. z o 52' /' 474 Signature [Agent] Print Name [Agent] Date signed Site Plan Review Revised March 2014 9 Town of Queensbury Planning Office. 742 Bay Road- Queensbury, NY 12804• 518-761-8220 RESOLUTION APPROVING STEPHEN O'LEARY'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 9,2014 INTRODUCED BY: Mr.Anthony Metivier WHO MOVED ITS ADOPTION SECONDED BY: Mr.William VanNess WHEREAS, Stephen O'Leary filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a new on-site replacement wastewater treatment system as follows: 1. Septic tank to be 2' from the dwelling instead of the required 10' setback; 2. Fill system to be 3' from the property line instead of the required 10' setback; and 3. Vertical separation distance from bottom of wastewater treatment sand bed to bedrock within 1,000' of Lake George, to be 2.5' instead of the required 3' separation; on property located at 77 Brayton Lane in the Town of Queensbury, and WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday,April 21st,2014, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW. THEREFORE. BE IT RESOLVED, that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and is the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Stephen O'Leary for variances from the Sewage Disposal Ordinance to install a new on-site replacement wastewater treatment system as follows: 1. Septic tank to be 2' from the dwelling instead of the required 10' setback; 2. Fill system to be 3' from the property line in lieu of the required 10' setback; 3. Vertical separation distance from bottom of wastewater treatment sand bed to bedrock within 1,000' of Lake George. to be 2.5' instead of the required 3' separation; 4. Relocate retaining wall and create permeable drainage area as described by applicant's engineer Carl Schoder, P.E., at the Town Board meeting on April 21', 2014; and 5. Install landscaping to prevent parking on top of system; on property located at 77 Brayton Lane in the Town of Queensbury and bearing Tax Map No.: 239.12-2-86. 2 I • Duly adopted this 21st day of April,2014,by the following vote: AYES : Mr. Clements, Mr. Irish,Mr. VanNess, Mr. Strough, Mr. Metivier NOES : None ABSENT: None i Cane H.Barber,Town Clerk of the Town of Queensbury,Warren County, New York,do hereby certify that I have compared the foregoing with the orioinof resolution as listed above adopted at a ,-t« meeting of the Town Board of the Town of Queensbury held on the ;GIs r day of 20 -!; at which a quorum was present and that the same Is a correct transcript therefrom and of the whole original thereof to date, IN WITNESS THEREOF,I have hereto set my hand and the SEAL of said Town of Queensbury,this a)` day of Li�:ut -t. b SEAL SIGNED: -- Q 01, Caroline H.Barber Town Clerk Town of Queensbury 3 BK: 4877 PG: T - 10/23/2013 DEED Image: 1 of 4 ;;; ;,;, WARREN COUNTY— STATE OF NEW YORK �`' '"r`` PAMELA J.VOGEL,COUNTY CLERK k1 1340 STATE ROUTE 9, � ,k1 LAKE GEORGE, NEW YORK 12845 l'4 21/ 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 Additional Names 0.50 BOOK/PAGE: 4877 / 108 TP584 5.00 INSTRUMENT #: 2013-8797 RP5217 Residential/Agricu 116.00 RP5217 - County 9.00 Receipt#: 2013315006 - Clerk: CL Sub Total : 190,50 __ Rec Date: 10/23/2013 01: 37: 57 PM Doc Grp: RP Transfer Tax Descrip: DEED Transfer Tax - State 2100.00 Num Pgs : 4 Rec'd Frm: LITTLE & O'CONNOR PC Sub Total : 2100.00 Partyl: WETSEL DAWN S Party2 : 0 LEARY STEPHEN 3 Total : 2290. 50 Town: QUEENSBURY **** NOTICE: THIS IS NOT A BILL **** ***** Transfer Tax ***** Transfer Tax #: 600 Transfer Tax Consideration: 525000.00 Transfer Tax - State 2100.00 Total : 2100.00 WARNING*""' 1 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. LITTLE & O'CONNOR PC Pamela J. Vogel 19 WEST NOTRE DAME STREET Warren County Clerk PO BOX 898 GLENS FALLS NY 12801 BK: 487 PG: 108 10/23/2013 DEED Image: 2 cf C°77lita C/97". / / made• c_f_C,■-.� ..� / ,2013, etuieen DAWN S. WETSEL,residing at 86 Tamarac Trail,Saratoga Springs, New York, 12866 C)`a`Z.. party of the first part, and STEPHEN J. O'LEARY and CARLA IAROCCI, his wife, as tenants by the entirety, residing at 14 Patrick's Place, Congers, New York, 10920 parties of the second part, that the party of the first part,in consideration of ONE and No/100 Dollars „Co ($1.00)lawful money of the United States,and other good and valuable consideration paid by the parties of the second part,does hereby grant and release unto the parties of the second part,their heirs,distributees,and assigns forever; PARCEL 1 ALL that piece, parcel or lot of land situate, lying and being in the Town of Queensbury, County of Warren and State of New York, on the east shore of West Point on Lake George,(now called Assembly Point)and on the west side of Middle or Harris Bay and bounded and described as follows: Starting at an elm tree on the shore of the Lake at the northeasterly corner of lands of the parties of the first part and running in a southerly direction,in a straight line 73 ft.,to a stake and stones on the Lake shore,which marks the place of beginning;thence in a southerly direction, following the shore of the Lake,about 50 ft.,to the southeasterly corner of land of the parties of the first part, where it corners with lands of Nettie H. Brayton; thence in a westerly direction following the line of Nettie H. Brayton's land about 175 ft.,to a stake and stones forming the southwesterly corner of land of the parties of the first part;thence N.34 deg.30 min.,W.still following the line of Nettie H.Brayton's land and the point of compass here given being according to a survey made by Clayton W. Jenkins, in 1906, 45 ft. to a stake and stones for a corner; thence in an easterly direction about 175 ft. to the place of beginning. PARCEL I1 ALSO,all that certain plot,place or parcel of land,situate,lying and being in the Town of Queensbury, County of Warren and State of New York, bounded and describes as follows: Beginning at a point at the southwest corner of premises described in a deed from Mildred E. Southard and Earl Wetsel and Myrna Wetsel,his wife,recorded in the Warren County Clerk's office in Book 567 of Deeds at Page 24;said point being located 162.34 +/- feet, more or less, southwesterly from the Lake shore of Lake George ; thence in a generally northwesterly direction along the rear (westerly) boundary line of premises now owned by said Earl Wetsel and Myma Wetsel, his wife,45'+/-. more or less,to a point at the northwest corner of said Wetsel parcel; thence in a generally southwesterly direction through the lands of the grantor,Edward V. Doyle, to a point in the rear (westerly) boundary line of said Doyle premises; thence in a generally southeasterly direction along said westerly boundary of said BK: . PS: 108 _C/23/21113 DEED Image: 3 of 4 Doyle premises,45'+/-,more or less,to a point in a southwest corner of said Doyle parcel;thence in a generally northeasterly direction along the southerly boundary of said Doyle parcel 150' +/-, more or less ,to the southwest corner of premises now owned by Earl Wetsel and Myrna Wetsel, his wife being the point and place of beginning. Being the same premises as set forth in the following more modern description. ALL that piece or parcel of land, situate, lying and being in the Town of Queensbury,County of Warren and State of New York,more particularly described as follows: Beginning at a point which is the southwest corner ofpremises being conveyed and the northwest corner of premises now or formerly owned by Harold D. Gordon and running thence along the southwesterly boundary of premises being conveyed on a course N 36000'45W, a distance of 45.91 feet to the northwest corner of the premises being conveyed; running thence along the northerly boundary of premises being conveyed on a course N48°46'23"E, a distance of 144.26 feet to a point; running thence still along the northerly boundary of the premises being conveyed on a course N460 19'38"E,a distance of 142.31 feet to a capped iron rod;continuing on the same course a distance of 6+feet to the shore of Lake George;running thence a distance of 57+feet along the shore in a southeasterly direction to a point;running thence on a course S48°29'30"W,a distance of 6t feet to a capped dock spike(a tie line running from the last above mentioned capped iron rod to the capped dock spike on a course S19°10'00"E, a distance of 53.77 feet long); running thence form said capped dock spike on a course S48°29'30"W, a distance 310.70 feet to the point or place of beginning. Together with rights of ingress and egress to the above premises over the existing crushed stone roadway, in common with others,to Brayton Lane. SUBJECT to any and all covenants, enforcements,and restrictions of record affecting the premises herewith. Parcel I: Being the same premises conveyed to Earl Wetsel and Myrna Wetsel, his wife, by Warranty Deed dated May 4, 1973 and recorded in the Warren County Clerk's office on May 4, 1973 in Liber 567 at Page 24. Parcel II: Being the same premises conveyed to Earl Wetsel and Myrna Wetse, his wife,by Warranty Deed dated July 27, 1977 and recorded in the Warren County Clerk's office on July 29, 1977 in Liber 607 at Page 366. The said Earl Wetsel, died, intestate, a resident of Saratoga County on November 16, 1986 in Schenectady,New York. BEING the same premises as conveyed by Myrna Wetsel to Ronald E.Wetsel and Dawn E.Wetsel,by Warranty Deed dated August 11, 1995 and recorded August 15, 1995 in Book 955 of Deeds at Page 54 in the Warren County Clerk's office. RONALD E.WETSEL a/k/a RONALD WETSEL died intestate on 10/03/13, a resident of SARATOGA COUNTY, leaving surviving him his wife, DAWN E. WETSEL,PARTY OF THE FIRST PART. BK: ' 44877 PG: 108 10/23/2013 DEED Image: 4 of r—Torticear with the appurtenances and all the estate and rights of the party of the first part in and to the said premises, C).eand&A/dthe premises herein granted unto the parties of the second part,the heirs or successors,distributees and assigns of the parties of the second part forever. rtdthe party of the first part covenants as follows: ! «,t, That the parties of the second part shall quietly enjoy the said premises; (.-Ye4o,wi.That the party of the first part will forever Warrant the title to said premises. c3/, ! the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the parties of the first part 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. cf. ir, ,-7/4.34/,the party of the first part has duly executed this deed the day and year first above written. In Presence of L.S. AWN, WETSEL STATE OF NEW YORK,COUNTY OF --J) r'1 7? ` / . : ss.: On the .'? day of October,in the year Two Thousand Thirteen,before me, the undersigned,a Notary Public in and for said State,personally appeared Dawn V. Wetsel,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 she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person on behalf of which the individual acted,executed the instrument. /1 Notary Public MELISSA D.LESCAULT Notary Pubiic,State of New York No.02LE6086969 Qualified in Saratoga County My Commission Expires Feb.3.200 Record and return to: 1" Michael J. O'Connor, Esq. Nineteen West Notre Dame Street P.O. Box 898 Glens Falls,NY 12801