The URL can be used to link to this page

SUB (F) 5-2023►VL1Lit ►UlJ1X► ►llllLJ 1'►/-IF DRAWING LIST SURVEY S1 ENGINEERING PLANS Area Variance & Planning Board Submissions. May 1S, 2023 S2 - OVERALL SUBDIVISION PLAN S3 - OVERALL SUBDIVISION PLAN - LOT 2 S4 - LOT 2 DETAILED SITE PLAN - LOWER PORTION SS - LOT 2 DETAILED SITE PLAN - HOUSE SITE D 1 - WASTEWATER DETAIL SHEET D2 - CONSTRUCTION DETAIL SHEET D3 - CONSTRUCTION DETAIL SHEET Cover Sheet Sean Palladino & Sarah Lockhart -Palladino Lands of Walter & Karen Lockhart 2-Lot Subdivision & New Single Family Residence SUB 5-2023, AV 23-2023, SP 46-2023 PLANNING BOARD APPROVAL APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED JUNE 22, 2023 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. PLANNING BOARD CHAIRMAN / DATE SIGNED ZONING BOARD OF APPEALS APPROVAL 1635 Bay Road Town of Queensbury Warren County New York State Tax Map #'s 265.1-1-43 Town of Queensbury SEQR NEGATIVE DECLARATION FINAL STAGE SUBDIVISION APPROVAL i_vl,)�i w iv►v r•eHr Resubmission:Approval Resolutions & Engineering Comments WESTERN PORTION BEYOND 500-FT FROM BAY ROAD LC-10A - LAND CONSERVATION 10-ACRE MINIMUM LOT SIZE: 10-ACRES FRONT SETBACK: 100' SIDE SETBACKS: 100' REAR SETBACK: 100' SHORELINE SETBACK: 200' BUILDING HEIGHT: 35' LOT WIDTH: 400' ROAD FRONTAGE: 400' PERCENT PERMEABLE: 95% - P Rom. C_6./_ 1 R J 4 f C Approval & Filing Drawings August 29, 2023 EASTERN PORTION WITHIN 500-FT OF BAY ROAD RR-3A - RURAL RESIDENTIAL 3-ACRE MINIMUM LOT SIZE: 3-ACRES FRONT SETBACK: 100' SIDE SETBACKS: 75' REAR SETBACK: 100' SHORELINE SETBACK: 75' MAX. BUILDING HEIGHT: 35' MIN. LOT WIDTH: 400' MIN. ROAD FRONTAGE: 400' PERCENT PERMEABLE: 75% SITE PLAN APPROVAL Town of Queensbmy Community Development Office / Town of Queensbury Community Development Office b) The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an Town of Queensbury Community Development Office et Zoning Board of Appeals - Record of Resolution 6. In addition, the Board finds that the benefit to the applicant from granting the requested variance would 742 Bay Road, Queensbury, NY 12804 742 Bay Road, Queensbury, NY 12804 individual SPDES permit issued for the project. 742 Bay Road, Queensbury, NY 12804 Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or - community; Town of Queensbury Planning Board Q Y g Town of Queensbury Planning Board Q Y g 8. Final approved plans, in compliance with the Subdivision, must submitted to the Community 3) Adherence to the items outlined in the follow-up letter sent with this resolution. a) The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall r"„ of rL�cn.abaq- 7. The Board also finds that the variance request under consideration is the minimum necessary; RESOLUTION -Approve Development Department before any further review by the Zoning Administrator or Building and Codes m Town of Queensbury Planning Board installed around these areas and field verified by Community Development staff; Area Variance Resolution To: Approve SEQR RESOLUTION -Grant Negative Declaration SUBDIVISION PRELIMINARY 4-2023 SEAN PALLADINO & SARAH LOCKHART PALLADINO SUBDIVISION FINAL STAGE 5-2023 SEAN PALLADINO & SARAH LOCKHART PALLADINO Personnel. b) If applicable, the Sanitary Sewer connection plan must be submitted to the Wastewater If Applicant Name: Sean Palladino &Sarah Lockhart -Palladino 8. The Board also proposes the following conditions: a) Adherence to the items outlined in the follow-up letter sent with this resolution. Tax Map ID: 265.-1-43 /Property Address: 1635 Bay Road /Zoning: LC-1OA, RR-3A Tax Map ID: 265: 1-43 / Property address: 1635 Bay Road /Zoning: LC-10A, RR-3A 9. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the PP PP P g beginning of any site work. RESOLUTION - Grant Site Plan Approval SITE PLAN 46-2023 SEAN PALLADINO & SARAH LOCKHART PALLADINO Department for its review, approval, permitting and inspection; c) If curb cuts are being added or changed a driveway permit is required. A building permit will not be File Number: AV 23-2023 The applicant proposes a two lot subdivision of a 25.1 acre parcel. Lot 1 will be 15.05 acres and will maintain A subdivision application has been made to the Queensbury Planning Board for the following: Applicant Tax Ma p ID: 265: 1-43 /Property Address: 1635 Bay Road /Zoning: LC-aOA, RR-3A issued until the approved driveway permit has been provided to the Planning Office; PP Y P P g Location: 1635 Bay Rd. Y BASED ON THE ABOVE FINDINGS I MAKE A MOTION TO APPROVE AREA VARIANCE NO 23- the existing home and associated site work. Lot 2 will be ]0.05 acres and will be used for the construction of a a two lot subdivision of a 25.1 acre parcel. Lot 1 will be 15.05 acres and will maintain the existing proposes P g home and associated site work. Lot 2 will be 10.05 acres and will be used for the construction of a single 10. Subsequent issuance of further permits, including building q P g g permits is dependent on compliance with this d) If application was referred to engineering then Engineering sign -off required prior to signature of Zoning Administrator of the approved plans; 2023, Introduced by Richard Cipperly, who moved for its adoption, seconded by James Underwood: Tax Ma Number: 265: 1-43 P ZBA Meeting Date: June 21, 2023 single family home and associated site work. The second lot will also require site plan review for the t etion i 1e famil home ma' o cons ru of a s ng y major st rmwater and 15% slopes. Pursuant to chapter 183, subdivision of construction family home and associated site work. The second lot will also require site plan review for the nsuvctinn and all other conditions of this resolution; The applicant has submitted an application to the Planning Board: Applicant proposes a single family home e) Final approved plans should have dimensions and setbacks noted on the site plan/survey, floor plans t Duly adopted this 21' Day of June 2023 by the following vote: a parcel shall be subject to Planning Board review and approval. of a single family home major stormwater and 15 % slopes. Pursuant to chapter 183 subdivision of a parcel Bl Y J Pe P � P 11. As -built tans to certify that the subdivision is developed according to the approved Tans to be provided P Y P g PP P with a footprint of 3,480 sq. ft. with associated site work. The project is to be located on a 10.05 acre parcel and elevation for the existing rooms and proposed rooms in the building and site improvements; - The ZoningBoard of A eals of the Town of Queensbury has received an application from Sean Palladino & PP Q rl' PP shall be subject to Planning Board review and approval. nor to issuance of the certificate of occupancy; � P Y; as part of a two lot subdivision. The project includes 1.4 acres of site disturbance. Pursuant to chapter 179-3- P t) If required, the applicant must submit a copy of the following to the Town: Sarah Lockhart -Palladino. Applicant proposes atwo-lot subdivision of a 25.1 acre parcel. Lot I is to be 15.05 home buildings for Lot 1 AYES: Mr. Urrico Mr. Henke] Mr. Ci erl Mr. Kuhl Mr. Underwood Mr. Keenan r. c pp y, , M McCabe j The Planning Board has determined that the proposed project and Planning Board action is subject to review P J g J f pursuant to relevant sections of the Town of Queensbury 'Coning Code -Chapter A-183, the Planning Board 12. Resolutions be included Final Subdivision - 040, 179-19 02Q &chapter 147, site plan for construction of a single family home, major stormwater and 15% slopes shall be subject to Planning Board review and approval. P J a. The project NOI (Notice of Intent for coverage under the current "NYSDEC SPDES General P J a`1 ) g Permit from Construction Activity" prior to the start of an y" p y site work. acres and will maintain the existing accessory with no other work proposed. Lot 2 is to be 10.05 acres for the construction of a single-family home and associated site work. Site for under the State Environmental Quality Review Act; has determined that this proposal satisfies the requirements as stated in the Zoning Code; must on mylax; g j b. The project NOT (Notice of Termination) upon completion of the project; plan g Y P Lot 2 construction of asingle-family home. Relief is requested for lot width. � NOES: NONE i - I. The proposed action considered by this Board is Unlisted in the Department of Environmental Conservation material in the file of This application is supported with all documentation, public comment, and applicationBoard d Motion seconded by Brady Stark. Duly adopted this 22" day of June 2023 by the following vote: Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter 179-9-080, the Planning I c. The applicant must maintain on their project site for review b staff: PP P of Y Regulations implementing the State Environmental Quality Review Act and the regulations of the Town of record; has determined that this proposal satisfies the requirements p P q trements as stated in the Zoning Code; i. The approved final plans that have been stamped b the Town Zoning Administrator. PP P P Y g Relief Required: Queensbury; AYES: Mr. Stark, Mrs. McDevitt, Mr. Eta, Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Traver These plans must include the project S WPPP (Storm Water Pollution Prevention Plan) l I MOTION TO APPROVE SUBDIVISION FINAL STAGE 5-2023 SEAN PALLADINO & SARAH NOES: NONE As required by General Municipal Law Section 239-m the site plan application was referred to the Warren when such a plan was prepared and approved; LOCKHART PALLADINO Introduced by Michael Dixon who moved for its adoption. The applicant requests relief for lot width for atwo-lot subdivision. Project occurs on a proposed I5.05 ac PP �I ] P P i No Federal or other agencies are involved; Count Planning Department for its recommendation; Y g P ii. The project NOI and roof of coverage under the current NYSDEC SPDES General Pr 7 P 8 parcel & a proposed parcel of 10.05 ac. The parcel is split zone of Land Conservation 10 acres with the relief for lot width in the Rural Residential 3 acres none. 1. Part I of the Long EAF has been completed by the applicant; 1. The requirements of the State Environmental Quality Review Act have been considered and the Planning The Planning Board opened a public hearing on the Site plan application on 6/22/2023 and continued the Permit, or an individual SPDES permit issued for the project if required. Final approved plans, in compliance with the Site Plan, must be submitted to the Community g) PP P P Y i Part 2 of the Long EAF has been reviewed by the Planning Board; Board has adopted a SEQRA Negative Declaration; and if the application is a modification, the public hearing to 6/22/2023, when it was closed, Development Department before any further review by the Zoning Administrator or Building and Section 179-3-040 RR zone lot width requirements of the State Environmental Quality Review Act have been considered, and the proposed Codes personnel; The lots do not meet the required lot width average. Lot 1 will have an average lot width of 618.1 ft. and Lot 2 Upon review of the information recorded on this EAF it is the conclusion of the Queensbury Planning p Town of modification[s] do not result in any new or significantly different environmental impacts, and, therefore, The Planning Board has reviewed the application materials submitted by the applicant and all comments h) The applicant must meet with Staff after approval and prior to issuance of Building Permit proposes 400 fr. where 800 ft. lot width is required Board as lead agency that this project will result in no significant adverse impacts on the environment, and, he environment, no further SEQRA review is necessary; made at the public hearing and submitted in writing through and including 6/22/2023; P g g g g and/or the beginning of any site work; therefore, an environmental impact statement need not be prepared. Accordingly, this negative declaration is " i) Subsequent issuance of further permits, including building permits is dependent on compliance with SEQR Type II- no further review required; issued. 2. Waiver requests ran q granted: g� site lighting, h. signage,l. landscaping, n traffic, o. commercial alterations/ _ _ _ _ -- - The Planning Board determines that the application complies with the review considerations and standards this and all other conditions of this resolution; construction details, r. construction/demolition disposal s. snow removal; -- - - - - - - - -- set forth in Article 9 of the Zoning Ordinance for Site Plan approval, �, j) As -built plans to certify that the site plan is developed according to the approved plans to be provided A public hearing was advertised and held on June 21, 2023. MOTION TO GRANT A NEGATIVE DECLARATION FOR SUBDIVISION PRELIMINARY 4-2023 3. The approval is valid for one (1) year from the date of approval. Applicant is responsible for requesting 2023582097 n Instr # 2023-3000062 prior to issuance of the certificate of occupancy. k) This resolution is to be placed in its entirety on the final plans SEAN PALLADINO & SARAH LOCKHART PALLADINO. Introduced by Michael Dixon who moved for its adoption, Upon review of the application materials, information supplied during the public hearing, and upon an extension of approval before the one (1) year time frame has expired if you have not yet applied for a building or commenced significant site work; y'"J/ /�n/- _ 3 09/01/2023 08:50:19 MOTION TO APPROVE SITE PLAN 46-2023 SEAN PALLADINO & SARAH LOCKHART PALLADINO; Introduced by Michael Dixon who moved for its adoption. consideration of the criteria specified in Section 179-14-080 A of the Queensbury Town Code and Chapter 267 P O Q 4' P t y a STATE OF N� N n. ,K ) permit Y lT' AM of NYS Town Law and after discussion and deliberation, we find as follows: 1. There is not an undesirable thane in the character of the neighborhood nor a detriment to nearby properties g g Y P P SS: COUNTY OF WARREN) I. Nllc %el iL S W `;,l Treasurer of the Cou t of rrerl y As per the resolution prepared by staff. 1. Part II of the Lon EAF has been reviewed and completed b the Planning Board. g P Y g 4. The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff 1 Pages 9 ///� O MAP j According to the draft resolution prepared by Staff with the following: Motion seconded by Brady Stark. Duly adopted this 22nd day of June 2023 by the following vote: AYES: Mrs. McDevitt, Mr. Etu, Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Stark, Mr. Traver because thisisjustasimplesubdivision. State Of NOW York, DO HEREBY CERTIFY that, \ 1) Waivers requested granted: g. site lighting, h. signage,1. landscaping, n traffic, o. commercial alterations/ aCCO i g t0 the r COrds 5. Engineering sign -off required prior to signature of Planning Board Chairman. Pamela J. Vo el, Warren Co Clerk 9 construction details, r. construction demolition disposal s. snow removal, as these items typically NOES: NONE in my office, the taxes on the property sho non ap aV been 2. Part III of the Long EAF is not necessary because the Planning Board did not identify potentially FILED are 2. Feasible alternatives have been considered and there really are none. If this is what the owners want, this is moderate to large impacts. 6. The applicant must submit a copy of the following to the Town: associated with commercial projects; the best outcome. for the levied to 20JIto 20,�,.'� a) The project NOI (Notice of Intent) for coverage under the current NYSDEC SPDES General Permit 2) The approval is valid for one (1) year from the date of approval. Applicant is responsible for requesting an extension before the frame has 3. The requested variance is not substantial. We're not adding, subtracting or doing anything construction" paid years / - G L!� - -' Motion seconded by David Deeb. Duly adopted this 22"d day of June 2023 by the following vote: or for coverage under an individual SPDES prior to the start of a� site work. b) The project NOT (Notice of Termination) upon completion of the project; and of approval one (1) year time expired. wise. AYES: Mr. Dixon, Mr. Longacker, Mr. Stark, Mrs. McDevitt, Mr. Etu, Mr. Deeb, Mr. Traver Wa(reR OtJrit Treasurer y 7. The applicant must maintain on their project site, for review by staff: These 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. NOES: NONE a) The approved final that have been stamped by the Town Zoning Administrator. plans must Page 2 of 2 include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared 5. Were there any alleged difficulty it would be self-created because they made the application. and approved; and Page 1 o172 Page 2 of 2 Phone: 518.761,82201 Fax: 518.745.44371742 Bay Road, Queensbury, NY 128041 www.queensbury.net i Page 1 of2 Phone: 18. 61.822o Fax: 18. 2 Bay Road, Queensbury, NY 128o www.queensbury.net 5 7 � 5 745�4437�74 Y rY, 4� Phone: 518.761.82zo Fax: 518J45�4437742 Bay Road, Queensbury, NY 128oy � www.queensbury.net Phone: 518.761.8220 Fax: 518.745.44371742 Bay Road, Queensbury, NY 12804 www.queensbury.net Phone: 518.761.82201 Fax: 518.745-44371742 Bay Road, Queensbury, NY 12804 www.queensbury.net OWNER WALTER & KAREN LOCKHART 1635 BAY ROAD LAKE GEORGE, NY 12845 APPLICANTS SEAN PALLADINO & SARAH LOCKHART-PALLADINO 151 LOCKHART MOUNTAIN ROAD LAKE GEORGE, NY 12845 29-1921 NOW OR FORMERLY LANDS OF JANE KILMER BOOK 934, PAGE 102 TAX MAP: 265.00-1-45 IRON PIPE FOUND (DISTURBED) 1 09 NOW LAOR FORMERLY NDS OF KEITH L. HARRIS and PAMELA J. HARRIS BOOK 948, PACE 223 TAX MAP. 265-00-1-44 DRIVEWAY —GRAVEL GRAVEL DRIV ,W lu-37LITY WON ROD POLE N 83-5244- E OLD VhRF FENCE 1523.38 x FT _ x OLD WIRE FENCE X D WIRE X F �NC� IRON ROD SET NOW OR FORMERLY LANDS OF KEITH L. HARRIS and PAMELA J. HARRIS BOOK 948, PAGE 223 TAX MAP: 265.00-1-32.1 NOW OR FORMERLY LANDS OF KEITH H. HARRIS and KELLY HARRIS VOLUME 4779, PAGE 229 TAX MAP: 265.00-1-32.2 MAP REFERENCE MAP EN7177-ED: "MAP OF A SURVEY MADE FOR PAMELA J. HARRIS", PREPARED BY DAVID J. BOLSTER, LAND SURVEYOR, QUEENSBURY, NEW YORK, DATED APRIL Z 2013, LAST REVISED APRIL 16, 2013, AND FILED IN THE WARREN COUNTY CLERKS OFFICE ON MAY 24, 2013 IN PLAT CABINET C, SLIDE 316 TAX MAP REFERENCE SECTION 265.00, BLOCK 1, PARCEL 43 NOTES 1) FIELD SURVEY PERFORMED FROM APRIL TO JULY, 2013. 2) CONTOURS SHOWN HEREON ARE AT A TWO FOOT INTERVAL. ELEVATION DATUM WAS SCALED FROM THE U.S.G.S. QUADRANGLE. 3) GRADE PERCENTS SHOWN ALONG THE CENTERLINE OF THE EXISTING WOODS ROAD REFLECT EXIS77NG SLOPE GRADE BETWEEN 10 FOOT CONTOUR INTERVALS, WITH THE EXCEPTION OF THE FIRST TWO GRADES LEAVING NORTHERLY FROM BAY ROAD. 4) SUBJECT TO ALL RIGHTS THE PUBLIC SERVICE UTILITY COMPANIES MAY HAVE IN AND TO THE PREMISES. 5) SUBJECT To RIGHTS OF THE PUBLIC IN AND TO THE ROAD SHOWN HEREON AS BAY ROAD. 6) SUBJECT TO ANY FACTS OF RECORD THAT MAY BE DISCLOSED BY AN UP-TO-DATE ABSTRACT OF TITLE. 7) SUBJECT TO APPLICABLE LAWS AND/OR REGULATIONS OF THE TOWN, COUNTY AND STATE REGARDING THE SUBDIVISION OF LAND. DIAMOND 61LEVERDAILF,'e'z_ 4 POINT ASSEMBLY POINT"�� 0; HAIR 16AY WOODS' POINT SITE A\ EXIT VICINITY MAP SCALE: 1" = 1.5 MI-± �q IRON ROD 0 SET WOODED IRON ROD 161.30' SET `-, WOODED S 84005"10" W z POLL 4�v WOODED 4 LOT TROT ROD LANES TO 8F -D By SET LANDS - RETAINE WALTER A. LOCKHART 15.05 ACRESt 1UPLaY ✓ -0- 1'BARNy POLE FIELD 071tiTy POLE GARAGE K) I / lj. . RAGE. CO W; ; / 11; .7< . i PAW, DRIVEWAY STEP s PATIO & CASED LANDSrAPED WELL* AREA U TILI y POLE rj HOUSE L 0 0 D E D NOW OR FORMERLY f WOODED i LANDS OF THE PEOPLE OF THE STATE OF NEW YORK TAX MAP: 265.00-1-61 'n Cb f �WOODED 14- f cb A- j NOW OR FORMERLY LANDS OF ROGER W. FARR and MADELINE M. FARR, AS TRUSTEES BOOK 3211, PACE 157 TAX MAP: 265-00-1-31 ON ROD SET ZONING INFORMATION EARINC: EXS77N jMr DE IRTOWN OF QUEENSBURY F I E L 0 AL LAND CONSERVATION (LC-10A) 0 RURAL RESIDENTIAL (RR-3A MIN. LOT SIZE: 3ACRES MIN. LOT SIZE: 10 ACRES p j LOT WIDTH: 400 FEET LOT WIDTH: 400 FEET IP ROAD FRONTAGE.' 400 FEET ROAD FRONTAGE: 400 FEET DEPTH: — DEPTH: WOODED MIN. SETBACKS. MIN. SETBACKS. 1 FRONT. 00 FEET 100 FEET FRONT. SIDE: 100 FEET SIDE. 75 FEET LOT REAR: 100 FEET REAR: 100 FEET MIN. PERMEABLE.* 95% MIN. PERMEABLE.- 757. LANDS TO BE CONVEYED By �X -4— MAX BLDG. HEIGHT. 40135 FEET MAX. BLDG. HEIGHT 35 FEET WALTER A. LOCKHART <; TO ,KHART-PALLIDINO SEAN PALLIDWOS SARAH LOC ... . .... . � ,� 10.05 ACRES± Q Z MAP REVISION V PROPOSED SITE CLEARING AREA, AUGUST 24, 2013 TO SHOW 1); AND THE APPROXIMATE PROPOSED UNDERGROUND UTILITIES. A C3�MAY 10, 2023 To REMOVE PROPOSED SITE CLEARING AREA, U77LJI THE APPROXIMATE PROPOSED UNDERGROUND UTILITIES AND WOODED POLE PROPOSED HOUSE, WELL & SEPTIC SYSTEM. b -A1 2023582097 Instr # 2023-3000062 w 0 O;D ED,/ NOW OR FORMERLY LANDS OF 09/01/2023 08:50:19 AM 1 Pages MARGARET S. DE GRAIN MAPOF A SUBDIVISION BOOK 2960, PAGE 161 MAP LANDS OF A TAX MAP. 265.00-1-61 Pamela J. Vogel, Warren Co Clerk FILED f A. LOCKHART WAS TIFF PREPARED FOR NOTE. PALLADINO H KHART EXIS77NG WOODS ROAD TO BE IMPROVED AND SARAPALLADINO SEAN & LOC PROPOSED To BE USED AS DRIVEWAY ACCESS TO AND FROM THE PROPOSED HOUSE SITE SHOWN. IRON ROD, SITUATED IN 831,79' TOWN OF QUEENSBURY WARREN COUNT NEW YORK Y, 993.09' RAILROAD 'MACK--""` 60� jU1_Y 18, 2013 RAIL FOUND STANDING SCALE.° I VERTICAL IN GROUND ON PROPERTY E SURVEY & MAP UTILITY DEED REFERENCE APPLICANT OF t4,** BY POLE/ /q, WALTER LA PAN SEAN PALLIDINO and DLP SURVEYING, LLC SARAH LOCKHART—PALLIDINO TO DONALD L. PIDGEON, Jr. WALTER A. LOCKHART 1635 BAY ROAD PROFESSIONAL LAND SURVEYOR DTD. OCTOBER 1, 1987 QUEENSBURY, NY N.Y.S. LICENSE NO .50372 u T R ADDITION —0480 ONLY COPIES MADE FROM THE ORIGINAL OF 'HIS NAU7HOM ED ALTFRA: ION 01 RCD. OCTOBER Z 1987 PHONE. 792 AN ORIGINAL TO - I SURVEY MAP WHICH ARE MARKED WITH A SURVEY W SWING A UCENStO k, 16 MICHAEL ROAD OF THE LAND) SijRVEYORS SEAL AVI) BEARING TiE �AND SURVEYORS SEAL IS A VIOLATION BOOK 697, PAGE 1001 SURVEyORs ORIGINAL SIGWATURE IN RED INK SM OF SECTION 7209 SUBDIVISION 2, OF NEW YORK 12828 BE coNSIDERED To BE VAI-0 AND TRUE 00�im 'PHE NEW YORK STATE EWCAMON LAW. z FORT EDWARD, 518-792-4146 Q-209-R2 ZONING REQUIREMENTS WESTERN PORTION BEYOND 500-FT OF BAY ROAD LC-10A - LAND CONSERVATION 10-ACRE MINIMUM LOT SIZE: 10-ACRES FRONT SETBACK:. 100, SIDE SETBACKS: 100, REAR SETBACK: 100, SHORELINE SETBACK: 200' BUILDING HEIGHT: 35' LOT WIDTH: 400' ROAD FRONTAGE: 400' PERCENT PERMEABLE: 95% ZONING REQUIREMENTS EASTERN PORTION WITHIN 500-FT OF BAY ROAD RR-3A - RURAL RESIDENTIAL 3-ACRE MINIMUM LOT SIZE: 3-ACRES FRONT SETBACK: 100, SIDE SETBACKS: 75' REAR SETBACK: 100, SHORELINE SETBACK: 75' MAX. BUILDING HEIGHT: 35' MIN. LOT WIDTH: 400' MIN. ROAD FRONTAGE: 400' PERCENT PERMEABLE: 75% DENSITY CALCULATION PARCEL AREA = 25.1-AC LC-10A ACREAGE = 13.5-AC AREAS > 20% SLOPES = 4.75-AC USABLE ACREAGE IN LC-10A = 8.75-AC ALLOWABLE LOTS IN LC-10A 8.75-AC / 10 AC/LOT = 0.8 RR-3A ACREAGE = 11.6-AC AREAS > 20% SLOPES = 0.95-AC USABLE ACREAGE IN RR-3A = 10.65-AC ALLOWABLE LOTS IN RR-3A 10.65-AC / 3 AC/LOT = 3.5 TOTAL ALLOWABLE LOTS = 4.3 NUMBER OF PROPOSED LOTS = 2 AREA VARIANCE SUMMARY NOW OR FORMERLY LANDS OF PAMELA HARRIS TAX MAP: 265.00-1-32.1 NOW OR FORMERLY LANDS OF KEI TH HARRIS TAX MAP: 265.00-1-32.2 WASTEWATER SYSTEM COMPONENT SCHEDULE SITE IT PLAN COMPONENT SIZING & MATERIAL SYMBOL A HOUSE SEWER 4" SDR-35 OR SCH-40 PVC PIPE SEPTIC TANK 1250 GAL PRECAST CONCRETE ,B DUAL COMPARTMENT C EFFLUENT SEWER 4" SDR-35 OR SCH-40 PVC PIPE D DISTRIBUTION BOX (6) HOLE PRECAST CONCRETE E ABSORPTION FIELD (4) PIPE-IN-STONE TRENCHES @ 60' EACH 100% FUTURE F REPLACEMENT SAME AS ABSORPTION FIELD ABSORPTION FIELD TOWN OF QUEENSBURY ZONING CODE, CHAPTER 179 SECTION 179-19-020 B. - RESIDENTIAL LOTS ABUTTING COLLECTOR OR ARTERIAL ROADS "ALL RESIDENTIAL LOTS FRONTING ON A COLLECTOR OR ARTERIAL ROAD... SHALL HAVE TWO TIMES THE LOT WIDTH PERMITTED. THIS REQUIREMENT SHALL NOT APPLY WHERE ADJOINING RESIDENTIAL LOTS EXIST OR ARE PROPOSED TO BE ESTABLISHED AND THE WIDTH OF EACH LOT MEETS THE REQUIRED WIDTH OF THE ZONE AND INGRESS OR EGRESS IS LIMITED TO AND PROVIDED BY A SINGLE COMMON DRIVEWAY CENTERED ON THE COMMON PROPERTY LINE" IT IS PROPOSED TO RETAIN EXISTING DRIVE FOR LOT 1 AND CONSTRUCT NEW DRIVEWAY FOR LOT 2, THUS 800-FT OF ROAD FRONTAGE IS REQUIRED PER LOT. - 618.1-FT OF ROAD FRONTAGE PROPOSED FOR LOT 1 - 181.9 -FT OF RELIEF REQUESTED - 400-FT OF ROAD FRONTAGE PROPOSED FOR LOT 2 - 400 -FT OF RELIEF REQUESTED Dig Safely. New -York 7 call Before You Dig Wait The Required Time 17 Confirm Utility Response 0 Respect The Marks Dig With Care 800-962-7962 www. digs afelynewyork.com WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE HOUSE DRAINAGE DITCH ! INATERBODIES SEPTIC TANK 10' 10' 10' I 50' j ABSORPTION FIELD ! 10' 20' 20' 100' I NOW OR FORMERLY LANDS OF JANE KILMER _ TAX MAP: 265.00-1-45 1,PE FOUND- \ \ f �\ \ NOW OR FORMERLY OLAND/ \ / / � PAMELA HARRIS / \� TAX MAP: 265.00-1-44 / - DRIVEWAY _ GRAIL- / ---- -- GRAVE- L � � � a N 83 52'44" E v 1523.38' / �53oi J 75` SIDE SETBACK (BLDG) 100` SIDE SETBACK (BLDG) _ 52a / 100` SIDE SETBACK (BLDG) J io� NO SITE CHANGES ARE ,� Fl- St�j / f PROPOSED FOR LOT 1 �o�'. ... L O T Q i VIA rr. P; r: JIL Z 15.05 ACRESt 100' WELL SETBACK i HOUSE ROOF LEADER NOTE / %� / / /�l / \ GA�f`GE `o PIPE GUTTER DOWNSPOUTS TO \ / / �� / / s / � / /; GARAGE ` ? ry�0 '/ MAIN STORM BASIN� —� / o,, - �77 o i 1/ / CASED NRL HOUSE00 O 1\ ° NOW OR FORMERLY LANDS of PROP. CLEARING � 'V THE PEOPLE OF THE STATE OF NEW YORK � S / ly/ LIMIT �Cd / Sr�F I l �� TAX MAP: 253.-1-3 S e"njlh �e�00, j F �a LOT Q i r ''VVY� Y r1i4,yy. VAt TFP A< A', , <? rtMART SFAN f'ALt.Al IN0, & ,`a. � ` � a?, =PALi A! IW0 Q Q� PROP. LIMIT OF- 10. ., i 05 ACRESt �y f � PROP. CONC. PROTECT DISTURBANCE � v i J WASHOUT ---- —�O = 62,000 SF = 1.42-AC PROP. CLEARING PROP. 3 W x TO \ o LIMIT 2 /=y � Z COBBLE FILLED DRIVESIDE \� A ® CONVE`(ANCETRENCH H \ j` " am° \ /.:" J, �' PROP, VEGETATED i DETENTION BASIN PROP.1T, HDPE 1 � CULVERT Q� ( l ® h PROP. 14` \ / NOW OR FORMERLY 100' SIDE SETBACK (BLDG) ` GRAVEL DRIVEW A`l 7T SIDE SETBACK (BLDG) `� \ � do a� !PON R''' z 10` P.L SETBACK (W I W) 161.30° _ e o S 84705'10" W 993.09' PROP. VEGETATED DETENTION BASIN NOW OR FORMERLY PROP. TW x WD LANDS OF COBBLE FILLED DRIVESIDE LUJBLI INFILTRATION TRENCH TAX MAP: 265.00-1-31 OVERALL SUBDIVISION PLAN SCALE: 1 "=80' GRAPHIC SCALE .0 40 80 160 IN FEET MAP REFERENCE BASE MAPPING TAKEN FROM: "MAP OF A SUBDIVISION LANDS OF WALTER A. LOCKHART PREPARED FOR SEAN PALLADINO & SARAH LOCKHART—PALLADINO SITUATED IN TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK, DATED JULY 18, 2022, PREPARED BY: DLP SURVEYING, LLC, DONALD L. PIDGEON, JR. FORT EDWARD, NY J LANDS OF DEMERS TAX MAP: 265.00-1-62 a G � ys O 420 INSTALL STABILIZED Rr „r CONSTRUCTION ENTRANCE + t DURING INITIAL SITE WORK NOW OR FORMERLY LANDS OF POWELL TAX MAP: 265.00-1-63 2o23582097 Instr# 2023-3000062 09/01/2023 o&50:19 AM c� 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED SITE DEVELOPMENT DATA - LOT ,2 LOT AREA 437,945 SF = 10.05-AC SITE FEATURE IMPERVIOUS AREA I HOUSE i 3100 SF PORCHES 380 SF DRIVE 6520 SF TOTAL 10, 000 SF PERCENT IMPERVIOUS 2.3% PERMEABILITY 977% TAX MAP # 265. -1-43 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SITE SOILS DATA SITE SOILS DATA TEST PITS PERCOLATION TESTS TP-1 — 1/8/22 BY L.W. DOBIE, P.E. PT-1 — 5112123 BY: L.W. DOBIE, P.E. — LOT 2, UPPER PORTION STABILIZED PERCOLATION RATE: 0-4''' — TOPSOIL / FOREST DUFF 6 MINUTES PER INCH 4-30" — RED —BROWN FINE LOAMY SAND 30-66" — MEDIUM BROWN MEDIUM SAND PT-2 — 5112123 BY: L.W. DOBIE, P.E. SOME COBBLES STABILIZED PERCOLATION RATE: ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION 8 MINUTES, 30 SECONDS PER INCH TP-2 — 1/8/22 BY. L.W. DOBIE, P.E. INFILTRATION TESTS \ / — LOT 2 MIDDLE PORTION IT-1 — / 5/ 12 23 BY. • L.W. DOBIE, P.E. 0-4" — TOPSOIL / FOREST DUFF MIDDLE BASIN AREA 4-30" — RED —BROWN FINE LOAMY SAND STABILIZED INFILTRATION RATE: 30-68" — MEDIUM BROWN MEDIUM SAND 80 INCHES PER HOUR FEW COBBLES % ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION IT-2 - 5 BY: L. W. DOBIE, P.E. LOWEERR DDRIRIVE BASIN AREA TP-3 - 118122 BY. L. W. DOBIE, P.E. STABILIZED INFILTRATION RATE: ` - LOT 2, WASTEWATER AREA 40 INCHES PER HOUR 0-4" - TOPSOIL / FOREST DUFF 4-32" - RED -BROWN FINE LOAMY SAND 32-70" - MEDIUM BROWN MEDIUM SAND �-- ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION TP-4 - 1/8/22 BY: L.W. DOBIE, P.E. - LOT 2 NORTH OF DRIVE 00 L O T LANI)S TO BE' REIAINED BY BARN / WAIL TER K REA1 � 0CKHA i 15.05 A CRES± O I GAGE 77` % 1 / 0) D� 0 CASED6 WELLir • S HC Of 0-4 -TOPSOIL /FOREST DUFF 4-30" - ORANGE -BROWN FINE LOAMY SAND 30-66" LIGHT -MEDIUM BROWN FINE SAND 4 W/COBBLES �Q/ ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION TP-5 - 1/8/22 BY. L.W. DOBIE, P.E. / l / � / •,�/-�- c) Q - LOT 2 MID DRIVE , 0-4" - TOPSOIL / FOREST DUFF \ Tp I 100wE`L Q0 4-36" -RED-BROWN FINE LOAMY SAND �s w� ��QQ 36-50" - MEDIUM BROWN MEDIUM SAND ;r - _ / 1 J SE�gpC 00, �� ROOTS ENTIRE DEPTH YCONDITIONNO BOUNDAR �l O ,P TP-6 - 1/8/22 BY. L.W. DOBIE, P.E. 1-90 - LOT 2 LOWER DRIVE J � ' � „ .. ,� � / ` / •. \ 0-4" - TOPSOIL / FOREST DUFF ` \ 4-70" - RED -BROWN FINE SAND, TRACE SILT, SOME LOAM ! T ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION 0 Dig OSafely. New York 0 Call Before You Dig Wait The Required Time F� Confirm Utility Response El Respect The (Marks tI Dig With Care 1300.962.7962 www.digsafelynewyork.com 3 j j W IPA 0 / s LOT(2) a I� A sr HEN L 0 CKHAR T .i� ��gg �gpg gap �g TO p �# p p50 iolZ / / O� AN fJAL ADIN0 a gA fi a LO IIAR.f -PALL.. k,, Wd otz10, 05 ACRES± WASHOUT PROP. TV4 x T D COBBLE FILLED DRIVESIDF ` / HOUSE ROOF LEADER NOTE / PIPE GUTTER DOWNSPOUTS TO \ MAIN STORM BASIN \ \ \ PROP. IT, HDPE / CULVERT A 0� INV.1 = 431 INV. 2 = 430 J PROP.14' GRAVEL DRIVEW AY ` low SIDE SETBACK (BLDG) LXh0 ` \ \ \ 75 SIDE SETBACK BLDG ` \ ) PROP. VEGETATED DETENTION BASIN BERM EL. 420 PROP. TV4x4°Dx25'L— /��! COBBLE FILLED v� COLD WEATHER INFILTRATION TRENCH �O / PROP. 4'W ROCK — OUTLET WEIR EL 419.75 5UT. 79' 10° P.L. SETBACK (W I W) — S 84 °05'10" W 993. 09' PROP. 3'W x TD - nnonc — ■ — ran r11—mm WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE HOUSE DRAINAGE DITCH WATERBODIES SEPTIC TANK 10' I 10" 10' 50' ABSORPTION FIELD 10' 20' 20' 100' OVERALL SUBDIVISION PLAN - LOT 2 SCALE: 1 "=40' GRAPHIC SCALE 20 0 20 40 80 ( IN FEET •� N, / MAP REFERENCE l BASE MAPPING TAKEN FROM: MAP OF A SUBDIVISION LANDS OF WALTER A< LOCKHART., PREPARED FOR SEAN PALLADINO & SARAH LOCKHART-PALLADINO SITUATED IN TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK, DATED JULY 18,, 2022, PREPARED BY: DLP SURVEYING, LLC, DONALD L. PIDGEON, JR. FORT EDWARD, NY INSTALL STABILIZED CONSTRUCTION ENTRANCE DURING INITIAL SITE WORK /Io O Y / I GARAGE 1� Cb / J 1 J )USE f O i l 0P/ vj PROP. 4 W ROCK v OUTLET WEIR ''W IROCK OUTFALL J EL.429.75 / PROP. LIMIT OF PR03ECT DISTURBANCE = 62,000 SF = 1.43-AC PROP.3'W x4`Dx3VL COBBLE FILLED COLD WEATHER INFILTRATION TRENCH PROP. CLEARING LIMIT PROP. SEDIMENT CONTROL FENCE (TYPICAL) PROP. VEGETATED DETENTION BASIN BASE EL. 429 PROP. VEGETATED DETENTION BASIN BERM EL. 430.25 PROP. 3'W x 2 D COBBLE FILLED CONVEYANCETRENCH 2023582097 Instr # 2023-3000062 C` 09/01/2023 08:5019 AM 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED WASTEWATER SYSTEM i COMP PENT SCHEDULE SITE PLAN COPIPONENT I SIZING &MATERIAL SYMBOL A HOUSE SEWER 4" SDR-35 OR SCH-40 PVC PIPE B SEPTIC TANK 1250 GAL PRECAST CONCRETE DUAL COMPARTMENT C EFFLUENT SEWER 4" SDR-35 OR SCH-40 PVC PIPE D DISTRIBUTION BOX (6) HOLE PRECAST CONCRETE E j ABSORPTION FIELD (4) PIPE -IN -STONE l TRENCHES @ 60' EACH I 10046 FUTURE F REPLACEMENT SAME AS ABSORPTION FIELD ABSORPTION FIELD TAB' MAP # 265.-1-43 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 'y 1 Od 4.1 j l LOT PROP. IV2.5 HORIZONTAL 2 VEGETATED BACKSLOPE, TOPSOIL, SEED &INSTALL EROSION CONTROL BLANKETS P WASHOUT ToPROP.TW x2O COBBLE FILLED DRIVESIDE y /LLADI\ CONVEYAHCETRENCH .`,, � 10. 05 A CRES± PROP. 4" PVC — — HOUSE SEWER PROP. 3.250 GAL PRECAST CONCRETE / 1 _ SEPTIC TANK, ��- DUAL COMPARTMENT �— PROP, 4" PVC EFFLUENT SEWER r 75 SIDE SETBACK (BLDG) WASTEWATER SYSTEM SETBACK SCHEDULE ' PROPERTY LINE HOUSE I DRAINAGE DITCH I WATERBODIES SEPTIC TANK 10' 10' 10' 50' ABSORPTION FIELD 10' 20' 20' 100' IV P.L. SETBACK (W I W) �. PROP. -IT, HDPE —� CULVERT INV. I = 431 \ INV. 2 = 430 PROP.14' GRAVEL DRIVEWAY i PROP. VEGETATED — \ DETENTION BASIN I \ BERM EL. 420 I, 1 PROP. 3'W x 4'113 x 25'L I I COBBLE FILLED COLD WEATHER INFILTRATION TRENCH PROP, 4'W ROCK OUTLET WEIR EL. 419.75 PROP. TW x TD COBBLE FILLED DRIVESIDE INFILTRATION TRENCH Dig P/ISafely, NewY®rk LOT 2 DETAILED SITE PLAN - LOWER PORTION GRAPHIC SCALE 0 Call Before You Dig r] Wait The Required Time SCALE. 1 "=20' 10 0 10 20 40 0 Confirm Utility Response 0 Respect The Marks IN FEET Dig With Care 600-962.7962 www.digsafelyneviyork.com PROP. CONVENTIONAL ABSORPTION FIELD k4) 2 W PIPE -IN -STONE TRENCHES @ 65W EA. 2023582097 Instr # 2023-3000062 S3 09/3 08:50:19 AM 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED TAX MAP # 265.4-43 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. WASTEWATER SYSTEM DESIGN ; " PVC SDR-35 INLET MIN. SLOPE 1/4" PER FOOT WATERTIGHT SLEEVE AND SEAL (TYP) PROPOSED 1250 GAL DUAL COMPARTMENT PRECAST CONCRETE SEPTIC TANK 12" CRUSHED STONE BASE 30" MAX N 2" MIN. 6" 314" TO 1 112" WASHED CRUSHED STONE Dig 'Safely. New York Call Before You Dig 0 Wait The Required Time F1 Confirm Utility Response 0 Respect The Marks El Dig With Care 800-962-7962 www. d ig safe lynewyo rk.com APPROXIMATE FINISHED GRADE POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER 2" MIN. DROP - - BETWEEN INVERTS 12 MIN. I -SUGGESTED: INSTALL POLYLOK COVER PL-122 FILTER SUCH THAT IT �\ _ IS READILY REMOVABLE THROUGH 12" MAX. a TANK ACCESS COVER COVER a ° DISTRIBUTION BOX J 2 q] 4" PVC SDR-35 6"MIN. LILEVEL OUTLET r 2" MIN. 113 1 MIN. SLOPE BAFFLE — 16" 4"H x18"W SLOT,—\ DEPTH 18 118" PER FOOT DISTRIBUTION BOX NOTES (2) 4" ELBOWS \ - OF OUTLET MIN. 6" CRUSHED-� o o • PIPE JOINTS TO BE SEALED WITH OR 6" ELBOW ` INVERT STONE BASE ASPHALTIC MATERIAL OR EQUIVALENT. a - , - ® INVERT ELEVATIONS --OF ALL OUTLET USE SPEED LEVELERS TO PIPES MUST BE EQUAL, USE SPEED w? Q ASSURE ALL OUTLETS ARE AT LEVELERS. EXACTLY THE SAME ELEVATION D-BOX TO BE INSTALLED IN j 0 �' 60-75% OF 25-40% OF 4" PVC SDR-35 SOLID HEADER CONFORMANCE WITH MANUFACTURER'S CY CD TANK VOLUME TANK VOLUME TO PERFORATED TRENCH PIPING, INSTRUCTIONS., 118" PER FOOT MIN SLOPE MINIMUM 2X WIDTH MAXIMUM 4X WIDTH SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL BE OF PRECAST ° a 8 CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL. 0 0 0 0 > o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE 0 0 0 0 0 > o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. 0 0 0 0 SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY SEPTIC TANK DETAIL CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. NTS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. SLOPE 4" MIN. TOPSOIL NATIVE SOILS 6' TYP. TRENCH SPACING 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD, SEED AND ESTABLISH TURF FILTER FABRIC MIRAFI 14ON OR EQUIVALENT 4" PERFORATED PVC LATERAL, SLOPE 1116" — 1/32" PER FT. MEETING ASTM STANDARDS FOR PIPE USED IN SEPTIC SYSTEMS ABSORPTION TRENCH PROFILE 4" MIN TOPSOIL 0 VER THE ENTIRE ABSORPTION FIELD; SEED & ESTABLISH TURF BACKFILL FREE OF STONES OVER 3" OVERFILL TO ALLOW FOR SETTLEMENT 5' MINIMUM COVER POWER -�—TO HOUSE (10' MIN) VVATERTIGHT COVER 18" MIN �{ FINISHED GRADE i PI TLESS ADAPTER, A 2" ANNULUS OF NEAT CEMENT OR BENTONITE GROUT IS REQUIRED. SEAL CASING TO BEDROCK REFER TO CITED PUBLICATION FOR MINIMUM REQUIRED DEPTH OF GROUT 50' MIN. CASING WATER SUPPLY WELLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF APPENDIX 5-B OF THE NYS SANITARY CODE WELL DETAIL N TS SUBMERSIBLE PUMP MINIMUM TRENCH WIDTH ---MACHINE BACKFILL W/NATIVE TOPSOIL & MATERIAL AS NEEDED DUE TO FIN ESTABLISH TURF O GRADE (4" MAX. SIZE) 4" SDR-35 HOUSE OR— SELECT GRANULAR MATERIAL EFFLUENT SEWER (100% PASSING 2" SIEVE) 6" ABOVE PIPE & 2" BELOW PIPE SEWER TRENCH DETAIL N TS 3—BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 330 GPD SEPTIC TANK - 1250 GAL PRECAST CONCRETE - DUAL COMPARTMENT LEACH FIELD - STANDARD PIPE -IN -STONE ABSORPTION TRENCHES 6' MINIMUM TRENCH SPACING DESIGN PERCOLATION RATE = 8-10 MIN/IN APPLICATION RATE = 0.9 GPD/SF ABSORPTION TRENCH AREA REQUIRED = 367 SF ABSORPTION TRENCH LENGTH REQUIRED = 184 LF INSTALL (4) TRENCHES AT 60 LF EACH 240 LF TOTAL TO BE PROVIDED POTABLE WATER SUPPLY - NEW ON -SITE WELL - MAINTAIN 50' WELL TO SEPTIC TANK SETBACK - MAINTAIN 100' WELL TO ABSORPTION FIELD SETBACK SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. THE WASTEWATER SYSTEMS MUST BE INSPECTED FOR COMPLIANCE BY THE DESIGN ENGINEER DURING CONSTRUCTION. FILTER FABRIC 1 2023582097 6 MIN. MIRAFI 140N 6-12" Instr # 2023-3000062 OR EQUAL 2` TRENCH WIDTH /�i 1,-( 5� 09/01/2023 08:50 19 AM o�CU00 U V t�!'r 1 Pages 00 (7 MAP TAX MAP # 265.4-43 2' M_ IN. �� Pamela J. Vogel, Warren Co Clerk FILED ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED o O 01 I PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. O 12" MIN. 6" °�� ?00 END CAP ��D0o /)CIO�00 - -- -- - �J14" TO 1-112" WASHED CRUSHED STONE ABSORPTION TRENCH SECTION NTS NTS I WASTEWATER SYSTEM SETBACK SCHEDCILE PROPERTY LINE HOUSE_ I DRAINAGE DITCH WATERBODIES SEPTIC TANK 10' 10' 10' 50' ABSORPTION FIELD 10' 20' 20' 100' S.W. P. P. P REQUIREMENTS • THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE CERTIFICATION IN THE SWPPP NARRATIVE REPORT AND BE FAMILIAR WITH ALL REQUIREMENTS OF THE SWPPP AND .REQUIREMENTS OF THE NYSDEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-20-001. A COPY OF THE PERMIT IS ENCLOSED IN THE SWPPP INSPECTION BINDER. • A NOTICE OF INTENT (N01) MUST BE SUBMITTED TO NYSDEC PRIOR TO INITIATING WORK. • AN MS4 SWPPP ACCEPTANCE FORM AND COPY OF THE NOI MUST BE SUBMITTED TO THE TOWN OF QUEENSBURY MS4 ADMINISTRATOR FOR APPROVAL AND SIGNATURE, SO THAT THE N01 CAN THEN BE SUBMITTED TO NYSDEC CENTRAL OFFICE. • A N01 FOR THE PROJECTS IN THEIR ENTIRETY IS TO BE SUBMITTED BY THE PROJECT SPONSOR AND UPON CONVEYANCE OF EACH LOT, A NOI IS TO BE SUBMITTED TO TRANSFER PERMIT COVERAGE TO EACH RESPECTIVE LOT OWNER. • THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS AND THE STORMWATER MANAGEMENT REPORT. • AFTER THE COMMENCEMENT OF CONSTRUCTION, THE OWNER OR OPERATOR SHALL HAVE A QUALIFIED INSPECTOR MAKE A MINIMUM OF (1) INSPECTION EVERY (7) CALENDAR DAYS AND SHALL PREPARE A REPORT AS REQUIRED BY THE GENERAL PERMIT • WHEN SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED, SITE INSPECTIONS SHALL BE PERFORMED MONTHLY. THE MS4 ADMINISTRATOR SHALL BE NOTIFIED IN WRITING THAT THE FREQUENCY OF SITE INSPECTIONS WILL BE REDUCED DUE TO CONSTRUCTION ACTIVITIES BEING SUSPENDED. • IF SOIL DISTURBANCE ACTIVITIES HAVE BEEN SHUT DOWN WITH PARTIAL PROJECT COMPLETION, INSPECTIONS MAY BE CEASED IF ALL DISTURBED AREAS HAVE BEEN STABILIZED AND ALL STORMWATER MANAGEMENT PRACTICES HAVE BEEN INSTALLED WITHIN THE PORTION OF THE PROJECT WHICH HAS BEEN COMPLETED. THE MS4 ADMINISTRATOR SHALL BE NOTIFIED IN WRITING THAT THE CONSTRUCTION ACTIVITIES AND INSPECTIONS ARE BEING SUSPENDED. • THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. • AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR AND ENGINEER SHALL PERFORM A FINAL INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. UPON CERTIFICATION OF COMPLETION, A NOTICE OF TERMINATION (NOT) SHALL BE FILED WITH NYSDEC CENTRAL OFFICE. • THE MS4 ACCEPTANCE STATEMENT ON THE NOT MUST BE SIGNED BY THE MS4 ADMINISTRATOR SO THAT THE NOT CAN THEN BE SUBMITTED TO NYSDEC CENTRAL OFFICE. 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 7—DAYS. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH 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, SEDIMINT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7—DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7—DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 7—DAYS. • WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS SOTCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 24—HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE. NATURAL MULCH OF A DEPTH OF 2—INCHES, ROCK RIPRAP, NON—DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS STRUCTURES. • 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. • NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 7—DAYS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE _-EENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED. • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 807. OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). MAINTENANCE - EROSION CONTROL • 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. • THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION 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. SMP MAINTENANCE NARRATIVE THE HOMEOWNER WILL PROVIDE THE MAINTENANCE NEEDED IN ORDER TO ENSURE CONTINUOUS AND EFFECTIVE OPERATION OF THE STORMWATER CONTROL PRACTICES BOTH IN THE SHORT AND LONG TERMS. WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS SEDIMENT REMOVAL IN THE CONVEYANCE TRENCHES AND VEGETATED DETENTION AREAS OR WOOD CHIPS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SHOULD BE PERFORMED ANNUALLY OR SEMI-ANNUALLY. IF REDUCED INFILTRATION IS REALIZED STABILIZED CONSTRUCTION ACCESS DETAIL N TS Dig Safely. Newyork 17 Call Before You Dig Wait The Required Time 'I Confirm Utility Response Respect The Marks [ Dig With Care 800.962-7962 www.digsafelyneviyork.com IN THE SMPS, REPLACEMENT OF THE STONE AND/OR TOPSOIL MAY BE REQUIRED. MOWING AND TRIMMING OF THE VEGETATED LAWN AREAS SHOULD BE PERFORMED AS NEEDED THROUGHOUT THE SPRING, SUMMER AND FALL, TYPICALLY WEEKLY. ANY ERODED AREAS SHALL BE IMMEDIATELY REPAIRED, RETOPSOILED, REVEGETATED AND COVERED WITH EROSION CONTROL BLANKETS. STANDARD SPECIFICATIONS FOR STABILIZED CONSTRUCTION ACCESS DEFINITION A STABILIZED PAD OF AGGREGATE UNDERLAIN WITH GEOTEXTILE LOCATED WHERE TRAFFIC WILL BE _ENTERING OR LEAVING A CONSTRUCTION SITE TO AND FROM A PUBLIC STREET OR ROAD. PURPOSE TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS O Z Y. OF WA w R APPLICATION � U) — AGGREGATE SIZE. USED A MATRIX OF 1-4 INCH STONE i� — THICKNESS: NOT LESS THAN 6 INCHES v C� — WIDTH: 12 FOOT MINIMUM, NOT LESS THAN FULL WIDTH OF POINTS WHERE z INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS POINT TO THE SITE. — LENGTH: NOT LESS THAN 50 FEET — GEOTEXTILE: TO BE PLACED OVER THE ENTIRE AREA TO BE COVERED WITH AGGREGATE. FILTER CLOTH NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. GEOTEXTILE MATERIAL CRITERIA THE GEOTEXTILE SHALL BE WOVEN OR NONWOVEN FABRIC CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS, HYDROCARBONS, MILDEW, ROT AND CONFORM TO THE FOLLOWING PROPERTIES: LIGHT DUTY ROADS HEAVY DUTY ROADS GRAB TENSILE STRENGTH 200 LBS 220 LBS ASTM D1682 ELONGATION AT FAILURE 50% 60% c� z ASTM D1682 �~ MULLEN BRUST STRENGTH 190 LBS 430 LBS W J ASTM D3786 PUNCTURE STRENGTH 40 LBS 125 LBS ASTM D751 MODIFIED EQUIVALENT OPENING SIZE 40-80 40-80 US STD SIEVE AGGREGATE DEPTH 6 INCHES 10 INCHES ACCEPTABLE MATERIAL: MIRAFI 10OX MIRAFI 60OX MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE, ALL SEDIMENT SPILLED, DROPPED OR WASHED ONTO PUBLIC .R.O. W s MUST BE REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R.O. W! s. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH AGGREGATE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. SITE CONSTRUCTION SEQUENCING • INSTALL SEDIMENT CONTROL FENCING AS SHOWN ON PLANS. • ESTABLISH SUBGRADES FOR DRIVE. • ESTABLISH SUBGRADES AROUND HOUSE AND HEAVY LAYER OF MULCH OVER DISTURBED AREAS. • CONSTRUCT HOUSE FOUNDATION. • PERFORM SOIL RESTORATION OVER COMPACTED YARD AREAS, INSTALL FINAL LANDSCAPING AROUND HOUSE, TOPSOIL, SEED AND MULCH YARD AREAS. • CONSTRUCT INFILTRATION FACILITIES, TOPSOIL, SEED AND INSTALL EROSION CONTROL BLANKETS, INSTALL LAKESIDE PLANTINGS. • RECONSTRUCT / REPAVE DRIVEWAY. PLANTING NOTES • PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND FILLING AROUND BASE. • THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOIL AMENDMENTS. • AREAS INDICATED AS LAWN SHALL BE SEEDED WITH APPROVED MIX, AT A RATE OF 5 LBS PER 1000 SF AND MULCHED WITH STRAW OR HYDROSEEDED OR SODDED. • PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED MANURE 1 PART PEAT MOSS. • MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. • MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. MAJOR STORMWATER REQUIREMENTS TOWN OF QUEENSBURY1 LAKE GEORGE PARK COMMISSION STORMWATER CONTROL VOLUME REQUIREMENT FOR MAJOR PROJECTS (15,000 SF+ OF TOTAL LAND DISTURBANCE): - RUNOFF VOLUME REDUCTION FOR 10-YR DESIGN STORM IN DEVELOPED VS. UNDEVELOPED, WOODED CONDITIONS - RUNOFF RATE REDUCTION FOR 25-YR DESIGN STORM IN DEVELOPED VS. UNDEVELOPED, WOODED CONDITIONS A MAJOR STORMA TER PERMIT IS TO BE OBTAINED FROM THE TOWN OF QUEENSBURY, PRIOR TO BEGINNING EARTHWORK. A RIGHT-OF-WAY WORK PERMIT MUST BE OBTAINED FROM WARREN COUNTY DPW I HIGHWAY DEPARTMENT FOR THE ENTRANCE DRIVEWAY. EROSION CONTROL IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE ENTIRE PROJECT (REMOVE AFTER FINAL j SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL SITE STABILIZATION AND VEGETATION DISTURBANCE ESTABLISHMENT) STABILIZED CONSTRUCTION DURING INITIAL SITE WORK ENTIRE PROJECT (REMOVE DURING FINAL ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) TEMPORARY SEEDING & MULCHING AFTER INITIAL SITE GRADING I UNTIL FINAL GRADING AND VEGETATION ESTABLISHMENT I STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT STABILIZATION CONSTRUCTION SPECIFICATIONS • STONE SIZE — USE 1-4" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. • LENGTH — NOT LESS THAN 50—FEET, • THICKNESS — NOT LESS THAN 6—INCHES. • WIDTH — 12—FOOT MINIMUM, 24—FOOT MINIMUM IF SINGLE ENTRANCE TO SITE. • GEOTEXTILE — WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. • SURFACE WATER -- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 1 V.- 5H SLOPES WILL BE PERMITTED. • MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS —OF —WA MUST BE REMOVED IMMEDIATELY • WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. • PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT VEGETATION SEEDING SCHEDULE RECOMMENDED APPLICATION AREA OF SEEDING SPECIES/MIX RATE DETENTION AREA & KENTUCKY BLUEGRASS, 75 LBS/ACRE LAWN AREAS CREEPING RED FESCUE, TOTAL PERENNIAL RYEGRASS TEMPORARY SEEDING ANNUAL & PERENNIAL 75 LBS/ACRE FOR EROSION RYEGRASS MIX TOTAL CONTROL L—,e 10'— 0" Ir 0. C. MAX. ir z 0 N FLOW �n PERSPECTIVE 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SOIL BACKFILL 36" FENCE POST SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND SEDIMENT CONTROL FENCE DETAIL NTS CONSTRUCTION SPECIFICATIONS • WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. • FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. • 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 T14ON OR APPROVED EQUIVALENT. • PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. • MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. SLOPE LENGTH/FENCE LENGTH (FT.) SLOPE STANDARD REINFORCED SUPER <2% 30011500 N/A N/A 2-10% 12511000 25012000 30012500 10-20% 1001750 150/1000 200/1000 20-33% 60/500 80/750 100/1000 33-50% 40/250 70/350 1001500 >50% 20/125 30/175 50/250 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. APPLI CA TION — MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A SLOPE: 1:2 SLOPE (50%) 25—FT 1:3 SLOPE (337.) 50—FT 1:4 SLOPE (257.) 75—FT 1:5 SLOPE OR LESS 100—FT — MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE PER 100—FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. — EROSION WILL OCCUR AS SHEET EROSION. — CONCENTRATED WATER FLOW SHALT_ 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 50% ASTM D1682 STANDARD SPECIFICATIONS FOR MULCHING DEFINITION APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO COVER THE SOIL SURFACE. PURPOSE THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY STABILIZATION IN NON —GROWING MONTHS. CONDITIONS WHERE PRACTICE APPLIES ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES BY RETARDING RUNOFF. CRITERIA SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS. SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH PRODUCTS. REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. APPLICATION RATES. MULCH — 2 TON/ACRE (2 BALES / 1000 SFi) Drawing Not To Scall 5401 St. Wendel - Cynthiana Rd. PH:800-772-2040 Poseyville, IN 47633 www.tensarnagreen.com TAPER TO MEET EXISTING GRADE, TOPSOIL, SEED & INSTALL _EROSION CONTROL BLANKETS, NORTH AMERICAN GREEN S75BN OR EQUAL 3'W x 2'D COBBLE/ROCK— FILLED CONVEYANCE TRENCH TO BASINS PER PLAN COMPACTED SUBGRADE 2023582097 Pamela J. Vogel, Warren Co Clerk NORTH AMERICAN GREEN S75BN Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. Drawn on: 3.16.11 EROSION CONTROL BLANKET DETAIL NTS OUTLET FROM DET AREA E MIN. 6-8" RIP RAP EXTEND Ll LEVEL —7 1 \ ono DETENTION BASIN OUTLET DETAIL'. NTS Instr # 2023-3000062 09/01/2023 08:50:19 AM 1 Pages MAP FILED 14' TOTAL DRIVE WIDTH - 3% CROSS SLOPE PER GRADING PLAN 1 REMOVE EXISTING ORGANICS & TOPSOIL PRIOR TO PLACING GRAVEL DRIVEWAY SECTION N TS 1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application, of lime, fertilizer, and seed. 2. Begin at the top of the slope by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12" (30cm) of RECPs extended beyond the up -slope portion of the trench. Anchor the RECPs with a row of staples/stakes approximately 12" (30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12"(30cm) apart across the width of the RECPs. 3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel RECPs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the RECPs type. 5. Consecutive RECPs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire RECPs width. 'NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECPs. GEOTEXTILE FABRIC TENCATE MIRAFI 140N OR EQUIVALENT BURY END 4" INTO SOIL 4" MIN 112 STONE_ GEOTEXTILE FABRIC TENCATE MIRAFI 140N OR EQUIVALENT 3 1 MAX ROADWAY — 12" TOTAL DEPTH. OF NYS DOT SECT. 304. TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR TAX MAP # 265. -1-43 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. WINTER STABILIZATION STANDARDS STANDARD AND SPECIFICATIONS FOR WINTER STABILIZATION Definition & Scone A temporary site specific, enhanced erosion and sediment control plan to manage runoff and sediment at the site during construction activities in the winter months to protect off -site water resources. Conditions Where Practice ADDlieS This•standard applies to all construction activities involved with ongoing land disturbance and exposure between November 15"' to the following April 1" Design Criteria 11. Prepare a snow management plan with adequate storage for snow and control of melt water, requiring cleared snow to be stored in a manner not affecting ongoing construction activities. 2. Enlarge and stabilize access points to provide for snow management and stockpiling. Snow management activities must not destroy or degrade installed erosion and sediment control practices. 3. A minimum 25 foot buffer shall be maintained from all perimeter controls such as silt fence. Mark silt fence with tall stakes that are visible above the snow pack. 4. Edges of disturbed areas that drain to a waterbody within 100 feet will have 2 rows of silt fence, 5 feet apart, installed on the contour. 5. Drainage structures must be kept open and free of snow and ice dams. All debris, ice dams, or debris from plowing operations, that restrict the flow of runoff and meltwater, shall be removed. 6. Sediment barriers must be installed at all appropriate November 2016 3" MIN 12" MIN NTS Dig Safely. NewYork Call Before You Dig Wait The Required Time I] Confirm Utility Response i Respect The Marks Dig With Care 600-962.7962 www.digsafelynevvyork.com perimeter and sensitive locations. Silt fence and other practices requiring 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 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 the next business day and completed -within three (3) days. Rolled erosion control blankets must be used on all slopes 3 horizontal to 1 vertical or steeper. 9. If straw mulch alone is used for temporary stabilization, it shall be applied at double the standard rate of 2 tons per acre, making the application rate 4 tons per acre. Other manufactured mulches should be applied at double the manufacturer's recommended rate. 10. To ensure adequate stabilization of disturbed soil in advance of a melt event, areas of disturbed soil should be stabilized at the end of each work day unless: a. work will resume within 24 hours in the same area and no precipitation is forecast or; b. the work is in disturbed areas that collect and retain runoff, such as open utility trenches, foundation excavations, or water management areas. 11. Use stone paths to stabilize access perimeters of buildings under construction and areas where construction vehicle traffic is anticipated. Stone paths should be a minimum 10 feet in width but wider as necessary to accommodate equipment. Maintenance The site shall be inspected frequently to ensure that the erosion and sediment control plan is performing its winter stabilization function. If the site will not have earth disturbing activities ongoing during the "winter season", all bare exposed soil must be stabilized by established vegetation, straw or other acceptable mulch, matting, rock, or other approved material such as rolled erosion control products. Seeding of areas with mulch cover is preferred but seeding alone is not acceptable for proper stabilization. Compliance inspections must be performed and reports filed properly in accordance with the SWPPP for all sites under a winter shutdown. Page 2.38 New York State Standards and Specifications For Erosion and Sediment Control 2" BINDER COURSE ASPHALT 1-112" TOP COURSE ASPHALT OR 3" SINGLE BINDER COURSE GRANULAR SUBBASE COURSE NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR SILT FENCE/HAYBALES OR OTHER SUPPORTING HARDWARE SILT FENCE "' OR OTHER 1 SECTION -A -SIDE SLOPES, IF EXCAVATED, SHALL BE 2' HORIZONTAL TO 1' VER TI CAL �81 x 8'W x 2'D CONCRETE WASHOUT f AREA WITH IMPERMEABLE LINER `—SIGN IDENTIFYING SITE AS CONCRETE WASHOUT AREA PLAN CONCRETE TRUCK WASHOUT DETAIL NTS STANDARD SPECIFICATIONS FOR CONCRETE TRUCK WASHOUT DEFINITION & SCOPE A TEMPORARY EXCAVATED OR ABOVE GROUND LINED CONSTRUCTED PIT WHERE CONCRETE TRUCK MIXERS AND EQUIPMENT CAN BE WASHED AFTER THEIR LOADS HAVE BEEN DISCHARGED. PURPOSE TO PREVENT HIGHLY ALKALINE RUNOFF FROM ENTERING STORM DRAINAGE SYSTEMS OR LEACHING INTO SOIL. CONDITION WHERE PRACTICE APPLIES WASHOUT FACILITIES SHALL BE PROVIDED FOR EVERY PROJECT WHERE CONCRETE WILL BE POURED OR OTHERWISE FORMED ON THE SITE. THIS FACILITY WILL RECEIVE HIGHLY ALKALINE WASH WATER FROM THE CLEANING OF CHUTES, MIXERS, HOPPERS, VIBRATORS, PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS. DESIGN CRITERIA CAPACITY THE WASHOUT FACILITY SHOULD BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL AND SIZED TO ALLOW FOR THE EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7 GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTI CAL. LOCATION• LOCATE THE FACILITY A MINIMUM OF 100 FEET AWAY FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH A GRAVEL ACCESS ROAD SLOPED DOWN TO THE STRUCTURE, SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. LINER: ALL WASHOUT FACILITIES WILL BE LINED TO PREVENT LEACHING OF LIQUIDS INTO THE GROUND. THE LINER SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS, AND ANCHORED BEYOND THE TOP OF THE PIT WITH AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURTENANCE EXCEPT AT THE ACCESS POINT. IF PRE —FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. .THEY SHALL BE SITED AS NOTED IN THE LOCATED CRITERIA. MAINTENANCE • ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTER STRIP. • ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE, • DISPOSE OF THE HARDENED MATERIAL OFF —SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON —SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. • THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. • INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON —DESIGNATED AREAS. TOP OF BERM TO BE LEVEL ROCK OUTLET WEIR PER PLAN TOPSOIL 4" MIN. WELL DRAINED GRANULAR FILL NATI VE SOILS 2023582097 Pamela J. Vogel, Warren Co Clerk BERM PER PLAN 1 \,vx12"MIN. COLD WEATHER INFILTRATION TRENCH PER PLAN —SEED & INSTALL EROSION CONTROL BLANKETS PER PLAN GRADING BERNIED VEGETATED DETENTION BASIN DETAIL N TS Instr # 2023-3000062 09/01/2023 08:50:19 AM 1 Pages MAP FILED INSTALL RIP RAP ON SIDES AND TOP OF CULVERT END FLARED END SECTION WITH BOLTED COUPLING BAND FINISHED GRADE CULVERT PIPE BURY END 6" INTO SOIL 4" MIN. #2 STONE GEOTEXTILE FABRIC; TENCATE MIRAFI 14ON CULVERT END SECTION DETAIL NTS PLANT AND MULCH SURROUNDING YARD AREAS 4' TRENCH WIDTH 'A INFILTRATION TRENCH DETAIL N TS 6" PVC SDR-35 STAND PIPE, INSTALLED TO 6" ABOVE GRADE W/CAP W/(3) 3/4" HOLES FILTER FABRIC MIRAFI 140N OR EQUAL INFILTRATION TRENCH FILLED WITH 1"-3" CRUSHED STONE TAX MAP # 265. -1-43 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. PLAT D 53 9 SHEETS WAKEN COUNTY REAL PROPERTY TAX SERVICES AGENCY County Municipal Center 1340 State Route 9 Lake George, New York 12845 Tel.518-761-6464 Fax 518-761-6559 LEXIE A. DELUREY Director KRISTEN MAC EWAN Deputy Director CERTIFICATION OF COUNTY DIRECTOR OF REAL PROPERTY TAX SERVICES THAT FEE AUTHORIZED BY REAL PROPERTY TAX LAW SECTION 503 SUBD. 7, HAS BEEN PAID The Warren County Board of Supervisors enacted Resolution No. 477 on October 17, 2014 authorizing fees set forth in Real Property Tax Law Section 503 Subd. 7. I have reviewed the attached document and collected the fee as set forth below: [ ] No fee, document does not require a change to the tax map v - [ ] No fee, property survey only, not a subdivision One through three lot subdivision .map Original $25 [ ] One through three lot subdivision map Alteration $25 [ ] One through three lot subdivision map Abandonment $25 0 [ ] One through three lot Condominium $25 [ ] Four through nine lot subdivision map Original $50 i [ ] Four through nine lot subdivision map Alteration $50 M 9 [ ] Four through nine lot subdivision map Abandonment $50 m -0 0 [ ] Four through nine lot Condominium $50 N o W W [ J Ten or more lot subdivision map Original $100 o w 6 co o [) Ten or more lot subdivision map Alteration $100 N [ ] Ten or more lot subdivision map Abandonment $100 > f 1 Ten or more lot Condominium $100 Map reference is as follows: a ('5.00 — I NAME OR TITLE S&F/-444 '04-L-LA� j(NO � SAe1K LOCKNm-?4�VEVSIONDATE a9 ac t DATE S/oZ(D 0 -1 o` TOWN/CITY i'sISQ,V (9-1 This certificate only approves the document with respect to compliance with Real Property Tax Law 503 Subd. 7. No other approval as to completeness, legality, compliance with any local or state statues or regulations or any other approval or requirements for processing by this department, shall be deemed satisfied by this certificate. c�LS c) -L 3 Z/� Date Lexie A Delurey Real Property Director or Designee