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Final Approved PlansZONE MAP SCALE: N.T.S. SUBDIVISION FINAL STAGE APPROVAL CONDITIONS rnm 1riz 1UW114 Ur VUnC.iNlztDUKI YL11141V11NU t5"Ax11: 1) SITE PLAN REVIEW REQUIRED PRIOR TO ANY FURTHER DEVELOPMENT. 2) HOMEOWNER'S AGREEMENT REGARDING SHARED DRIVEWAY TO BE SUBMITTED PRIOR TO ANY SITE WORK. LEGEND: LINE TYPE: EXISTING STRUCTURES/OBJECTS/UTILITIES SURVEYED AND OR FIELD VERIFIED: EXISTING STRUCTURES/OBJECTS/UTILITIES NOT VERIFIED BY SURVEY OR FIELD DOCUMENTATION: PROPOSED STRUCTURES/OBJECTS/ UTILITIES: PROPERTY LINE: PROPOSED MAJOR CONTOUR LINES: PROPOSED MINOR CONTOUR LINES: EXISTING MAJOR CONTOUR LINES: EXISTING MINOR CONTOUR LINES: TREE LINE: SHORELINE/STREAM: SWALE: FENCES: CHAIN LINK, WOODEN: SYMBOL&ABBREVIATIONS: POTABLE WATER FIRE LINE GRAVITY SANITARY SEWER PRESSURE SANITARY SEWER STORM SEWER GAS LINE OVERHEAD POWER LINE OVERHEAD COMMUNICATION LINE UNDERGROUND POWER LINE UNDERGROUND COMMUNICATION LINE SANITARY MANHOLE $� FIRE HYDRANT STORM MANHOLE O WATER VALVE REVISION INDICATOR: TEST HOLE: (3 TP # PERCOLATION TEST: IN PT # 100 -------99------- 100 - - 99 X X E 1 11 PW FI RE SA-G SA -FM ST GAS ❑U-P ❑U-C UG- P UG-C UTILITY POLE -0, WV M LIGHT FIXTURE PAUL NASRANI NASRANI SUBDIVISION TOWN OF QUEENSBURY, NEWYORK S T ATF OF NFVV YO^K } COUNTY OF VVARRN ) ss: I,R,cltacl 1, Treasurer of the County of Warren, State of New York, DO HERFRY CERTIFY that, according to the records in my office, the taxes on the property shown on this map have been paid for the years levied to 201 O to 20--)J x Warren County Treasurer ♦ NEIGHBORHOOD PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 150' 0 75' 150' 300' (IN FEET) 20235774-975 Pamela J. Vogel, Warren Co Clerk JARRETT Engineers, PLLC Civil &Environmental Engineering 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 PRO # 21-010 GLENS FALLS, N.Y. Instr # 2023-3000023 04/24/2023 10:21:58 AM 1 Pages MAP FILED MACr M 't _.r.: TO LAKE avow urns owniGEORGE ,+ IMMAD !NMaMt war Mealdowl�GLEN wino M�LAKE UTor,l) u mn • � , Fifteft Cron Nb100"� y� SITE LOCATION tp Road$ Path OW Bock ro o � Cr�1r Rood E$kc $ ILACKSEAN LA � • �Iv r EMTO GLENSr a WOv01iy FALLS � K ..�. PIoCR LOCATION PLAN SCALE: N.T.S. GENERAL NOTES: G-1) LOCATION PLAN IMAGERY AND NEIGHBORHOOD PLAN TAX MAP INFORMATION OBTAINED FROM WARREN COUNTY PARCEL VIEWER; ZONE MAP IMAGERY OBTAINED FROM QUEENSBURY ZONING MAP. DESIGN INFORMATION: PROPERTY INFORMATION: -OWNER: PAUL NASRANI -APPLICANT: PAUL NASRANI -TAX MAP# 289.15-1-47 - ZONING: MODERATE DENSITY RESIDENTIAL -PARCEL SIZE: 6.48± ACRES BASED ON PROVIDED SURVEY -STEEP SLOPES: NONE -WETLANDS: 0.26± ACRES -PROPERTY NOT WITHIN FEMA 100 YR FLOODPLAIN TOWN OF QUEENSBURY JURISDICTION: -SUBDIVISION REVIEW -QUEENSBURY WETLAND PERMIT -QUEENSBURY (ZONING) AREA VARIANCE FOR LOT FRONTAGE AND CONFIGURATION DEVELOPMENT: DENSITY: 6.48± GROSS ACRES 6.48± GROSS ACRES - 0.33± ACRES WETLANDS = 6.15± NET DEVELOPABLE ACRES 'MDR' ALLOWED DENSITY: 2 ACRES PER LOT IF PUBLIC WATER/WASTEWATER NOT SUPPLIED 6.15± ACRES - 2 ACRES = 3.075 LOTS; DESIGN FOR 3 LOTS PROPOSED LOTS: #1- 2.13± ACRES TOTAL 2.13± ACRES UPLAND (BUILDABLE ACREAGE) #2 - 2.08± ACRES TOTAL 2.01± ACRES UPLAND (BUILDABLE ACREAGE) #3 - 2.27± ACRES TOTAL 2.01± ACRES UPLAND (BUILDABLE ACREAGE) LOT ACCESS: -PRIVATE DRIVEWAYS FOR EACH LOT (LOTS 2 & 3 SHARED ENTRANCE) WATER SUPPLY: -MUNICIPAL WATER SUPPLY; CONNECTION IN ACCORDANCE WITH TOWN OF QUEENSBURY STANDARDS WASTEWATER MANAGEMENT: -INDIVIDUAL WASTEWATER TREATMENT SYSTEMS IN ACCORDANCE WITH TOWN OF QUEENSBURY AND NYSDOH STANDARDS STORMWATER MANAGEMENT & EROSION CONTROL: -PER TOWN OF QUEENSBURY & NYSDEC STANDARDS ELECTRIC POWER: -INDIVIDUAL ELECTRIC & GAS SERVICE BY NATIONAL GRID; CABLE & PHONE SERVICE BY VERIZON AND/OR SPECTRUM, ETC. SCHOOL DISTRICT: -QUEENSBURY UNION FREE ISSUED FOR PLAT FILING 03/30/2023 U ADDED SUBDIVISION FINAL STAGE APPROVAL CONDITIONS 01/31/2023 SUBMITTED FOR FINAL SUBDIVISION APPROVAL TO THETOWN QUEENSBURY NO CHANGES THIS DRAWING SHEET) 01/12/2023 RESPONSE TO LABELLA COMMENTS C /AIn (`"Akl(`_C TL110 CLJCCTI 11/10/2022 /B\ NO CHANGES THIS DRAWING SHEET) 09/15/2022 1 A I SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING DATE ' REV #' ISSUED / REVISIONS "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE." atTown of Queensbury Community Development Office 742 Bay Road. Queensbury. NY 12804 Town of Queensbury Planning Board RESMUTION -Planning Board Recommendation to Zoning Board of Appeals Area Variance 54-2022 PAUL NASRANI Tax Map ID: 289.15-1-47 / Property Address: 790 Bay Road / Zoning: MDR The applicant has submitted an application for the following: Applicant proposes a 3 lot subdivision of a 6.48 acre parcel. Lot I will be 2.13 acres with house, lot 2 will be 2.08 acres and lot 3 would be 2.27 acres. Two new houses to be constructed on the remaining lots. The project includes a new shared driveway for the second and third lots. The new sites will have onsite septic and connect to the existing municipal water. Pursuant to chapter 183, 179-3-040 and 94, subdivision of 3 lots and site work within 100 ft of freshwater wetlands shall be subject to Planning Board review and approval. Variance: Relief is required for lot frontages. The Planning Board shall provide a recommendation to the Zoning Board of Appeals. The Town of Queensbury Zoning Ordinance, per Section 179-9-070 J 2 b. requires the Planning Board to provide a written recommendation to the Zoning Board of Appeals for projects that require both Zoning Board of Appeals & Planning Board approval; The Planning Board has briefly reviewed and discussed this application, the relief request in the variance application as well as the potential impacts of this project on the neighborhood and surrounding community, and found that: MOTION TO MAKE A RECOMMENDATION ON BEHALF OF THE PLANNING BOARD TO THE ZONING BOARD OF APPEALS FOR AREA VARIANNCE 54-2M PAUL NASRANI. Introduced by Michael Dixon who moved for its adoption, and a) The Planning Board, based on a limited review, has not identified any significant adverse impacts that cannot be mitigated with current project proposal. Motion seconded by Brad Magowan. Duly adopted this 13`b day of December 2022 by the following vote: AYES: Mr. Stark, Mr. Magowan, Mr. Etu, Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Traver NOES: NONE Phone: 518.761.82201 Fax: 518.745.4437 742 Bay Road. Queenshury. NY 128(4 w,%rw.queenshury.net PLANNING BOARD APPROVAL APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 03/21/2023 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. �f ). CHAIRMAN SIGNATURE DATE SIGNED 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 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; Tom (If" 7. The Board also finds that the variance request under consideration is the minimum necessary; Area Variance Resolution To: Approve Applicant Name: Paul Nasrani File Number: AV 54-2022 Location: 790 Bay Rd. Tax Map Number: 289.15-1-47 ZBA Meeting Date: December 14, 2022 The Zoning Board of Appeals of the Town of Queensbury has received an application from Paul Nasnni. Applicant proposes a 3-lot subdivision: Lot 1 at 2 acres with house; Lot 2 at 2.05 acres; and Lot 3 at 2.23 acres. Two new houses are to be constructed on the remaining lots with shared driveway ( Lots 2 & 3). On -site septic and connection to existing municipal water. Site plan for subdivision and freshwater wetlands for work within 100 ft. Relief is requested for lot frontages. !e _ *yd: The applicant requests relief for lot frontages and flag lots for the proposed 3 lot subdivision. The project is located in the MDR zone on a 6.48 ac parcel Section 179-4-050-frontage, 179-"10- flag,, 179-19-020 road frontage Relief is being requested for lot frontage for Lot 1 where 132 ft. is proposed and 200 ft. is required. Relief is requested for creation of two flag lots. Relief is also requested for Lot 2 lot frontage of 78 ft. proposed and Lot 3 frontage proposed of 26 ft. where 100 ft. is required. SEQR Type 11— no further review required; A public hearing was advertised and held on December 14, 2022. Upon review of the application materials, information supplied during the public hearing, and upon consideration of the criteria specified in Section 179-14-080(A) of the Queensbury Town Code and Chapter 267 of NYS Town Law and after discussion and deliberation, we find as follows: There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties. There's plenty of space and it's reasonable. 2. Feasible alternatives have been considered by the Board and are really not reasonable or are not possible if they're going to utilize the whole six acres. 3. The requested variance is not substantial. There's plenty of space. They're making three lots, each over two acres, 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. 5. The alleged difficulty is really self-created. They could have done nothing at all. ZONING BOARD APPROVAL APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 12/14/2022 BY THE ZONING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. , CHAIRMAN SIGNATURE DATE SIGNED 2023574975 Pamela J. Vogel, Warren Co Clerk 8. The Board also proposes the following conditions: a) Turnaround for fire trucks to be approved by the Fire Marshal. b) That the driveway access point onto Slav Road tweets County standards. c) Adherence to the items outlined in the follow-up letter sent with this resolution. BASED ON THE ABOVE FINDINGS I MAKE A MOTION TO APPROVE AREA VARIANCE NO. 54- 2022, Introduced by Richard Cipperly, who moved for its adoption, seconded by John Henkel: Duly adopted this 140 Day of December 2022 by the following vote: AYES: Mr. Henkel, Mr. Cipperly, Mr. Keenan, Mrs. Palacino, Mr. Urrico, Mr. Underwood NOES: NONE ABSENT: Mr. Kuhl, Mr. McCabe, Mr. McDevitt Instr # 2023-3000023 04/24/2023 10:21:58 AM 1 Pages MAP FILED ISSUED FOR PLAT FILING Town of Queensbury Community Development OWke 742 Bay Read, Queeusbury, NY 12804 Town of Queensbury Planning Board RESOLUTION -Approve SUBDIVISION PRELIMINARY STAGE 12-2022 & FRESHWATER WETLANDS 17-2022 PAUL NASRANI Subdivision Tax Map ID: 289.15-1-47 / Property Address: 790 Bay Road / Zoning: MDR A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes a 3 lot subdivision of a 6.48 acre parcel. Lot 1 will be 2.13 acres with house, lot 2 will be 2.08 acres and lot 3 would be 2.27 acres. Two new houses to be constructed on the remaining lots. The project includes a new shared driveway for the second and third lots. The new sites will have onsite septic and connect to the existing municipal water. Pursuant to chapter 183, 179-34M and 94, subdivision of 3 lots and site work within 100 ft of freshwater wetlands shall be subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter A- 183, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Ne five Declaration A public hearing was scheduled and held on December 15, 2022; This application is supported with all documentation, public comment, and application material in the file of record; MOTION TO APPROVE SUBDIVISION PRELIMINARY STAGE 12-2022 & FRESHWATER WETLANDS 17-2022 PAUL NASRANI, Introduced by Michael Dixon who moved for its adoption. Motion seconded by Brady Stark. Duly adopted this 15th day of December 2022 by the following vote: AYES: Mr. Magowan, Mr. Etu, Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Stark, Mr. Traver NOES: NONE Phone: 518.761.82201 Fax: 518.745.4437 742 Bay Road. Queensbury. NY 12804 www.queensbury.net APPROVED UNDER AUTHORITY OF THE FIRE MARSHAL OF THE TOWN OF QUEENSBURY, NEW YORK. ,�- - �- I 0/4� �4,vz*l SIGNATURE �; a®� DATE SIGNED 4kTown of Queensbury Community Development Office 742 Bay Road, Queensbury, NY 12804 Town of Queensbury Planning Board SEQR RESOLUTION - Grant Negative Declaration SUBDIVISION PRELIMINARY 12-2022 & FRESHWATER WETLANDS 17-2022 PAUL NASRANI Tax Map ID: 289.15-1-47 / Property Address: 790 Bay Road / Zoning: MDR The applicant proposes a 3 lot subdivision of a 6.48 acre parcel. Lot 1 will be 2.13 acres with house, lot 2 will be 2.08 acres and lot 3 would be 2.27 acres. Two new houses to be constricted on the remaining lots. The project includes a new shared driveway for the second and third lots. The new sites will have onsite septic and connect to the existing municipal water. Pursuant to chapter 183, 179-3-W and 94, subdivision of 3 lots and site work within 100 ft of freshwater wetlands shall be subject to Planning Board review and approval. The Planning Board has determined that the proposed project and Planning Board action is subject to review under the State Environmental Quality Review Act; The proposed action considered by this Board is Unlisted in the Department of Environmental Conservation Regulations implementing the State Environmental Quality Review Act and the regulations of the Town of Queensbury; No Federal or other agencies are involved, Part I of the Long EAF has been completed by the applicant, Part 2 of the Long EAF has been reviewed by the Planning Board; Upon review of the information recorded on this EAF, it is the conclusion of the Town of Queensbury Planning Board as lead agency that this project will result in no significant adverse impacts on the environment, and, therefore, an environmental impact statement need not be prepared. Accordingly, this negative declaration is issued. MOTION TO GRANT A NEGATIVE DECLARATION FOR SUBDIVISION PRELIMINARY 12-2022 & FRESHWATER WETLANDS 17-2022 PAUL NASRANI. Introduced by Michael Dixon who moved for its adoption, As per the resolution prepared by staff. 1. Part lI of the Long EAF has been reviewed and completed by the Planning Board. 2. Part I❑ of the Long EAF is not necessary because the Planning Board did not identify potentially moderate to large impacts. Motion seconded by Warren Longacker. Duly adopted this 151h day of December 2022 by the following vote: AYES: Mr. Stark, Mr. Magowan, Mr. Etu, Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Traver NOES: NONE Phone: 518,761.82201 Fax: 518.745.4437 742 Bav Road, Queensbury, NY 12804 www.queensbury.net OLTown of Queensbury Community Development Off -ice 742 Bay Road, Queensbury, NY 12804 Town of Queensbury Planning Board RESOLUTION A ve SUBDIVISION FINAL STAGE 3-2023 PAUL NASRANI Tax Map ID: 289.15-1-47 / Property address: 790 Bay Road / Zoning: MDR A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes a three lot subdivision of a 6.48 acre parcel. Lot 1 will be 2.13 acres and maintain the existing home and outbuildings. Lot 2 would be 2.13 acres and lot 3 would be 2.27 acres, both for a new home. And a shared driveway between the lots. A portion of the driveway is within 100 feet of the wetland. The project also includes tree clearing, installation of septic, and connection to the existing water supply. Preliminary Subdivision and Freshwater Wetlands Permit granted December 13, 2022. Pursuant to chapter 183, final stage subdivision shall be subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter A-183, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; This application is supported with all documentation, public comment, and application material in the file of record; Introduced by 1. The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Negative Declaration; and if the application is a modification, the requirements of the State Environmental Quality Review Act have been considered, and the proposed modification[s] do not result in any new or significantly different environmental impacts. and. therefore. no further SEQRA review is necessary; 2. Waiver requests granted for grading planning to not be provided due to minimal slopes 3. The approval is valid for one (1) year from the date of approval. Applicant is responsible for requesting an extension of approval before the one (1) year time frame has expired if you have not yet applied for a building permit or commenced significant site work. 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 5, No furrier engineering signori is required at this time prior to signature of the Planning Beard Chairman. 6. The applicant must submit a copy of the following to the Town: a) The project NOI (Notice of Intent) for coverage under the current NYSDEC SPDES General Permit or for coverage under an individual SPDES prior to the start of sty site work. h) The project NOT (Notice of Termination) upon completion of the project; and 7. The applicant must maintain on their project site, for review by staff: a) The approved final that have been stamped by the Town Zoning Administrator. These plans must include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared and approved; and b) The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an individual SPDES permit issued for the project. 8. Final approved plans, in compliance with the Subdivision, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. 9. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. 10. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; 11. As -built plans to certify that the subdivision is developed according to the approved plans to be provided for to issuance of the certificate of occupancy; 12. Resolutions must be included on Final Subdivision mylar. 13. Homeowner's agreement regarding shared driveway to be submitted prior to any site work. 14. Site Plan Review required prior to any farther development. Motion seconded by Brady Stark. Duly adopted this 21`t day of March 2023 by the following vote: AYES: Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Stark, Mr. Magowan, Mr.. Etu, Mr. Traver NOES: NONE ISSUED FOR PLAT FILING APPROVED UNDER AUTHORITY OF THE WATER APPROVED UNDER AUTHORITY OF THE HIGHWAY 0 ISSUED FOR PLAT FILING SUPERINTENDENT & DIRECTOR OF WASTEWATER OF DEPARTMENT SUPERINTENDENT OF THE TOWN OF 03/30/2023 ADDED SUBDIVISION FiNAL STAGE RESOLUTION THE TOWN OF QUEENSBURY, NEW YORK. QUEENSBURY, NEW YORK. SUBMITTED FOR FINALSUBDIVISION APPROVAL H T WN U N 01/31/2023 NEW DRAWING SHEET) DATE REV # ISSUED / REVISIONS 'DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE 'ISSUE/REVISION' BLOCK ABOVE. THEY MAY NOT BE USED F( PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS CONSTRUCTION' MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHOI P4oF NErVy0 TOWN OF QUEENSBURY APPROVALSLAAPI S�q9 �� NASRANI SUBDIVISION SIGNATURE SIGNATURE PAUL NASRANI DATE SIGNED DATE SIGNED • �. ,' 790 BAY I AD QUEENSBURY, NOEW YORK 2023574975 � w 3 Instr # 2023-3000023 04/24/2023 1021:58 AM 1 Pages MAP Pamela J. Vogel, �Narren Co Clerk FILED GENERAL NOTES: Ole k We Ark -ands Now or r"ormerl y of .Nencp G. AWa Page 48 .a Lands Now or Formerly of Mike A. & Patricia A Byrnes IN T PT # 211214-02 P # 211214-02 EXISTING CONDITONS SCALE: SEE GRAPHIC SCALE Book 44G1 Pope 221 13-1-4d PT # 211214-01 N () TP # 211214-01 GRAPHIC SCALE 40' 0 20' 40' 80' (IN FEET) Lands Now or Formerly of dntbany A Grace Book 5436 Page I 1 ` f • t 1 j 1 • f I f Y.it: 1 /1 ,12 p F_ TO O Lauds Now or F&medy of t t, 2023574975 Pamela J. Vogel, Warren Co Clerk fib4 r 1010 Page 321 AW,16-1-4.z Instr # 2023-3000023 04/24/2023 1021:58 AM 1 Pages MAP FILED G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC. "MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR". MAP DATED 02/25/22. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY, NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. SUB -SURFACE INVESTIGATION: PERFORMED BY JARRETT ENGINEERS, PLLC. ON DECEMBER 14, 2021 TEST PIT # TP211214-01 0 - 4" BROWN LOAMY TOPSOIL 4 - 41" LIGHT BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT 41- 61" LIGHT BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT 61" BOTTOM OF EXCAVATION (GROUNDWATER AT 61") TEST PIT # TP211214-02 0 - 3" DARK BROWN FINE SAND 3 - 63" LIGHT BROWN VERY FINE TO FINE SAND 63 - 90" LIGHT GRAY VERY FINE SAND 90" BOTTOM OF EXCAVATION (NO BEDROCK OR MOTTLING) PERCOLATION TEST # PT211214-01 TEST DEPTH: 20" SOIL: BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT STABILIZED PERCOLATION RATE OF 2 MINUTES 9 SECONDS PERCOLATION TEST # PT211214-02 TEST DEPTH: 23" SOIL: LIGHT BROWN VERY FINE TO FINE SAND STABILIZED PERCOLATION RATE OF 1 MINUTES 24 SECONDS ISSUED FOR PLAT FILING SITEMAPLOCATION Not to Scale N N420143PE 25.67 N4200870"E 43.36' Catch 4 A Basin LEGEND PROPERTY LINE — — ADJOINERSPROPERTYLINE OHW 0VERHEAD WIRF. UTILITYPOLE CONIFEROUS TREE "y DECIDUOUS TREE PT PERC TEST x® WETLAND BOUAVARYFLAG ® ]RR��O1NPIPE FOUND ( 0 7RC714'ROD FOUND (IRF) 0 CAPPEDIRONRODFOUND (CIRF) Q NON MONUMENTED CORNER Fire Hvdrant 2023574975 Instr # 2023-3000023 5 C) 04/24/2023 1021:58 AM 1 Pages MAP Pamela J✓Vogel, Warren Co Clerk FILED Utility Pole 1. Boundary information shown hereon was compiled from an actual field survey conducted on February 16, 2022. 2. North orientation and bearing base per Magnetic 2022 3. Warren County tax parcel289.15--1-47. 4 The location of underground improvements or encroachments, if any exist, or as shown hereon, are not certified. There may be other underground utilities, the existence of which are unknown. Size and location of all underground utilities must be verified by the appropriate authorities. The Underground Facilities Protective Organization must be notified prior to conducting test borings, excavation and construction. 5. This survey was prepared without the benefit of an up to date abstract of title. 6. Field data capture took place with an accumulated snow cover of3" to 6" Every effort has been made to prepare a complete plotting of the conditions. 7. Reproduction or copying of this document may be a violation of copyright la w unless permission of the author and/ or copyright holder is obtained 8 A copy of this document without a proper application of the surveyors embossed seal should be assumed to bean unauthorized copy. DEED REFERENCE 1. Conveyance to Paul N. Nasrani & Envar Mir by deed dated july29, 2005, filed in the Warren County Clerks Office on August 4, 2005in Book 1460 of Deeds atpage 43. MAPREFERENCE5- 1. Map entitled 'Property Acquisition Map" prepared byRist-Frost Associates, dated October2,1974, provided by Warren County Department of Public Works. 2 Design plans prepared by jarrett Engineers, PLLCfor 'Nasram Subdivision'; -Paul Nasroni 7919Ba v Road, Queensburv, N. Y. last revised Revision D on 1/,31/2023. "ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION." N 415454"E 60.20' N42016'02"E 34 56 N42°13'04"E 25.52' Water Valve Utility / Pole .L Clean ov& Sewer IPF Manhole dry4\ Wooden \P \ Fence \ \ is" CHIP \ \ End Sec lion f 610268 Sh 547°49'W E ete 29.81 ' � � �0 / .38f o N42007'0-7 46 62' "i► Wood Framed House ,� %w fete Lamp Post y P 27'i Pool N Area Adjoiners �j9 Building A House Lands Now or Formerly of Nancy G. Hillis Book 1111 Page 48 289.15-1-48 Lands Now or Formerly of Halcyon Properties Book 4911 Page 177 289.15-1-49 1"IPF 1ft Tall Wooden \ Fence Post 98s' x� �Q Wetland Flag p Boundary r> x Edge of Woods Shed 18" Deciduous Tree / 45 74- S' s`ss9, �rJgss� 46 s �o s`ss9, LOT 1 Area = 2.131 Acres Perk Test PT J kon Pipe Found 1/2" 4'Tall -.__ ,(deed)553' �ry (deed) 510, Wooden Lands Now or Formerly of Ferxrposr with L1ire ZONINGREQUIREMEN75• � �[� Toren of Queensbury Zoned...................................MDR Lot Size................................1 or 2 acre Book 1440 Page 12J Minimum Lot Width ......... 1001 Minimum Setbacks 289.16-1-2 Front..............................30' KRISTIN M DARRAH Lands Now or Formerly of Brian A. & Patricia Af Byrnes Book 4001 Page 221 289.15-1-46 LOT2 Area = 208Y Acres Edge of Woods x� x Wetland Flag Boundary x� �LPP�P �Idl�3 Wooded _ 1s" Tree 8405153with Wire 313 04' Side ................................25 DATE REVISIONS RECORD/DESCRIPTION Rear.................................V' 050803 12/6/202311 1 Added lot lines and metes and bounds LOT3 Area = 2.27Y Acres Edge of Woods PT PT Perk Test s 'To 6 0 , is" Tree with Wire \ Lands Now or Formerly of / Anthony R. Grace / sf��P ff Book 5436 Page 73 289.15-1-45 IZ"Tie, 4"Culvert with wire wit h / with Wir p / l Iron Pipe Found / I (disturbed) stump ® / �a,CS with Wire �e l� p � 1 18th "� wiWire % pl / 12" Culvert � xc Land Flag x� rundary l 1 / I / Trail 12"Chem Thee with Wire 0 12"Tree with Wire / / Lands Now or Formerly of Shaun & Jesse Bashant / / Book 1010 Page 321 289.16-1-4.2 ,36 Tree with Wire Wooden Fence Post with Wire � Mry Stump with Wire IPF 1,/2" 4740TtoanlronPipe Found (deed)710.7'alort �"-- ga wire fence AFTER UNAUTHORIZED ALTERATION IS Map of a Proposed Subdivision ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7W9 RJT SUBDIVISION 2 OF THE NEW YORK Lands Now or Formerly of STATE EDUCATION LAW. 0 2022 Pa ul N. Nasrani & En var Mir Darrah Land Surveying, PLLC TOWNOF QUEENSBURY WARRENCOLINTY, NEW YORK APPROVED.• KMD DRAFTED: RJT N CHECKED: KMD Darrah Land Surveying, PLLC 22020-3 59 Lake Avenue, Lake Luzerne, New York 12846 PROJ NO.- 22020 Voice: (518) 798-4692 SHEET.- 5OF14 SCALE: 1 "= 40' or (518) 654-9416 DATE: 02125122 PROJNO.• 22020 GENERAL NOTES: I ` Lands Now or Forrr►e*a►y of / ♦ ♦ � AW& A. & Pa &Jai& Af. B,mea / Book 4001 Page 221 / / ♦ ., Z9.15-1-4 / N. ♦ ` Nib `♦ ♦ ♦ USACE WETLANDS, TYP. ♦ (NOTE: NO NYSDEC `♦ / WETLANDS ON PROPERTY) ♦ / 2.13 TOTAL ACRES 2.13 BUILDABLE ACRES / 1 j 1 / 1 2.27 TOTAL ACRES / / 2.01 BUILDABLE ACRES / / / 1 / 1 / / 1 1 2.08 TOTAL ACRES 2.01 BUILDABLE ACRES 1 / / 1 USACE WETLANDS, TYP. / / (NOTE: NO NYSDEC / WETLANDS ON PROPERTY) 4-♦ .r FINAL SUBDIVISION SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 40' 0 20' 40' 80, (IN FEET) 2023574975 Pamela J. V09el, Warren Co Clerk Instr # 2023.3000023 04/24/2023 1021:58 AM 1 Pages MAP FILED G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC. "MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR". MAP DATED 02/25/22. G-2) WETLAND DELINEATION BY NORTH COUNTRY ECOLOGICAL SERVICES. WETLANDS HAVE BEEN REVIEWED AND APPROVED BY USACE. G-3) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-4) NO TREES SHALL BE CUT WITHIN 250' FROM BAY ROAD WITHOUT PERMISSION FROM PAUL NASRANI. AREA VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY VARIANCE: REQUIRED: PROPOSED PROPOSED PROPOSED LOT 1: LOT 2: LOT 3: 1 SECTION (179-4-050) FRONTAGE ON PUBLIC OR PRIVATE STREETS (VARIANCES FOR LESS THAN 100' LOT FRONTAGE, EACH FOR LOTS 2 AND 3) 100, N/A 78' 26' 2. SECTION (179-19-020) FRONTAGE ON PUBLIC OR PRIVATE STREETS 200' 132'± N/A N/A 3. SECTION (179-4-010) VARIANCE FOR ALLOWANCE OF FLAG LOTS NOT ALLOWED N/A PROPOSED PROPOSED IL AREA VARIANCES APPROVED BY QUEENSBURY TOWN BOARD ON MARCH 21, 2023 REFER TO DARRAH LAND SURVEYING, PLLC FOR FINAL PLAT: "MAP OF A PROPOSED SUBDIVISION" LANDS NOW OR FORMERLY OF PAUL N. NASRANI & ENVAR MIR TOWN OF QUEENSBURY, WARREN COUNTY, NY PROJECT NO.: 22020 DATE:02/25/22 REVISED:02/06/23 ISSUED FOR PLAT FILING 03/30/2023 lU ADDED AREA VARIANCE APPROVAL NOTE 01/31/2023 SUBMITTED FOR FINAL SUBDIVISION APPROVAL TO THE TOWN OFQUEENSBURY ADDED REFERENCE TO DARRAH LAND SURVEYING DRWGS & CHANGED DRWG I.D. 01/12/2023 a RESPONSE TO LABELLA COMMENTS NO CHANGE THIS SHEE 11/10/2022 /� VARIANCES #2 & #3 ADDED TO THE VARIANCE TABLE 09/15/2022 QA SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING DATE REV # ISSUED / REVISIONS "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS. PLLC HARMLESS AND DEFEND JARRETT ENGINEERS. PLLC FROM ANY UNAUTHORIZED USE." H. THOMAS JARRETT P.E. # 57509 COPYRIGHT © 2023 FINAL SUBDIVISION SUBD NASRANI SUBDIVISION PAUL NASRANI 790 BAY ROAD QUEENSBURY, NEW YORK JARRETT Engineers, PLLC Civil & Environmental Engineering 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE MARCH 2O23 PRO #21-010 SHEET: 6 OF 14 AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. BASESHEET: 22 x 34 PLOTTED / REVISED:03/30/2023 4:00 PM GENERAL NOTES: PONE • ! ■ ■ ■ ■ • i ■ • ■ • i ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ i ■ ■ ! • ■ ■ ! ■ ■ ■ ■ ■ ■ • ■ ■ ■ ■ i • ■ ■ ■ ys~a PROPOSED SEDIMENT ■ ■ ` CONTROL BARRIER, TYP.® ■ ■ .� 1SjP � ■ ■ / dlST �` \ Isla, ♦ ■ / DISTURBANCE LIMITS: ■ / olsT ` ♦ �sfQ ♦ +/- 40,552 SQ_ FT. ■ Al / ■ �P ` dfsl ` 1SrQ ` ■ Nib ■ / / r ` sT � SrQ � ■ ■ \ Dl ST ` \ 1SrQ ` ` ■ / / � r ■ ■ ■ ■ / SITE PLAN C1 / COMMON ACCESS PLAN / 1 / / / PROPOSED LOT 1 / 2.13 TOTAL ACRES s / 2.13 BUILDABLE ACRES ■ ` / ■ DI ST ` ♦ `` ,/ / r r 1 � i ti 4` ■ • • ■ • ■ ■ • woman / ■ i H ■ / ■ A ■ ■ i ■ ■ ■ 1 Isra 21 ■ 1 ■ ■ ■ ■ IR ■ ■ ■ ■ ' ■ • ■ ■ • ■ ■ ■ wv v w ! ■ ■C w ! "Now ■ ■ ■ ■ ! i 3 SITE PLAN C3 SITE PLAN C2 PROPOSED LOT 3 POTENTIAL DESIGN: LOT 3 POTENTIAL DESIGN: LOT 2 2 2.27TOTALACRES / ` 2.01 BUILDABLE ACRES / >' PROPOSED LOT 2 2.08 TOTAL ACRES 2.01 BUILDABLE ACRES SITE PLAN: INDEX SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 0 040:0 (IN FEET) G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC. "MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR". MAP DATED 02/25/22. G-2) WETLAND DELINEATION BY NORTH COUNTRY ECOLOGICAL SERVICES. WETLANDS HAVE BEEN REVIEWED AND APPROVED BY USACE. G-3) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. QUEENSBURY SITE AND ZONING REQUIREMENTS LOT 1 LOT 2 LOT 3 REGULATION REQUIRED PROPOSED PROPOSED PROPOSED MINIMUM LOT AREA (AC) 2 AC 2.13 AC 2.01 AC 2.01 AC MINIMUM LOT WIDTH (FT) 100' 198' 273' 215' MINIMUM ROAD FRONTAGE (FT) 100' 132' 78' 26' SETBACKS REQUIRED PROPOSED PROPOSED PROPOSED FRONT (FT) 30' 38' 415' 551' SIDE 1 (FT) 25' 27' 64' 52' SIDE 2 (FT) 25' 35' 66' 150' REAR (FT) 30' 256' 112' 46' PERCENT PERMEABLE (%) 50% ± 93% ± 92% ± 91% MAXIMUM BUILDING HEIGHT (FT) 40' <40' <40' <40' 2023574975 Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000023 04/24/2023 1021:58 AM 1 Pages MAP FILED ISSUED FOR PLAT FILING EXISTING WATER MAIN ALONG BAY ROAD DRAWING NOTES: POTENTIAL DEVELOPMENT: CORRDINATE BAY ROAD CROSSING WITH THE WARREN COUNTY DEPARTMENT OF PUBLIC WORKS TEE WITH SHUT OFF VALVE. TAP EXISTING WATER MAIN IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT STANDARDS d� CONSTRUCTION ENTRANCE AT SITE OF PROPOSED DRIVEWAY; CONVERT TO FINAL SURFACE TREATMENT AT CLOSE OF PROJECT, OR AFTER USE OF HEAVY EQUIPMENT HAS CEASED. DRIVEWAY GRADE AT ENTRANCE SHALL NOT EXCEED 3% FOR THE FIRST 30' OFF BAY ROAD. 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. (6" WATER MAIN AND HYDRANT SHALL BE OWNED BY THE OWNER OF LOT 2, HOWEVER, MAINTENANCE AND REPAIR / REPLACEMENT COSTS SHALL BE BORNE EQUALLY BY THE OWNERS OF LOTS 2 AND 3.) STORMWATER MANAGEMENT FOR COMMON DRIVEWAY: RAIN GARDEN (SWALE) ALONG COMMON DRIVEWAY: 6' WIDE X V DEEP (MINIMUM) 1.00 Nb / �\ ��•\'•\• ♦ ♦ ♦ 12' WIDE COMMON DRIVEWAY AND STORMWATER ••�'\•. MANAGEMENT SYSTEM SERVING COMMON DRIVEWAY � \•�\• TO BE OWNED JOINTLY BY THE OWNERS OF LOTS 2 AND Nb \• . •\. ♦ 3, MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE ♦ `\�\.,\ ` SHARED EQUALLY BY THE OWNERS OF LOTS 2 AND 3. •\• Nb Nb .` `\• i .•\••� �l p . \.. �.. " Teo \. \• Nb `♦ \' `''\, `FRS •�. Nb Nb % ♦ '•` ♦ %%% Nb % •``\ ♦ •• COMMON ACCESS PLAN SCALE: SEE GRAPHIC SCALE PROPOSED LOCATION FOR FIRE HYDRANT 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS 11' WIDE PRIVATE DRIVEWAY AND STORMWATER MANAGEMENT SYSTEM SERVING DRIVEWAY TO BE OWNED AND MAINTAINED SOLELY BY THE INDIVIDUAL LOT OWNER. (TYP FOR LOTS 2 AND 3) GRAPHIC SCALE 20' 0 10' 20' 40' (IN FEET) 1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO THE REQUIREMENTS SHOWN ON THESE PLANS. 2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET OF DRAWINGS AND THE NYSDEC SWPPP. STORMWATER CONSTRUCTION: 1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 1EC11 . ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION AND/OR MULCHING. Stormwater Management Calculations: Common Driveway loarvious Areas: Description Pre-existing ( sf) Change t sf) Total Proposed Area (SF} Driveway 0 4500 4500 .Subtotal 0 4500 4500 sf Impervious Area: 0 450 43A0 sf RegoirN endewinfliuyd0e: 4.4" (25 year rainfall) total retention lmnervious Area Calculation Total Retention Impervious Area: (SF) C( F/SF) Common Driveway 4500 0.37 1650 cf Trials 450 1650 cf Rete,timAnfHtratim Pr000sed• TribulM Area tsf) TXW of Device Total Retention (CF) Linear Rain Garden along Common Shallow Rain 1680 cf Driveway Driveway Garden TWW Retixdm Provider. 4500 16" cf 2023574975 o Instr # 2023-3000023 -j 04(24/2023 1021:58 AM \� 1 Pages CZ MAP iUJ FILED Pamela J. Vogel, Warren Co Clerk ISSUED FOR PLAT FILING Stormwater Management Calculations: Lot 2 Impervious Areas: Description Pre-existing (sfl Change ( sfl Total Pressed Area SF Structures: New Residence 0 Subtotal 0 2100 2100 2100 2100 sf sf Other Impervious Areas: Driveway & Sidewalk 0 3300 3300 Subtotal 0 3300 3300 sf lrnpervions Area: 0 5400 SW sf Rewired Reteotion/laftltration: 4.4" (25 year rainfall) total retention ImpMious Area Calculation Total Retention Impervious Area: (SF) C( F/SF) Driveway 3300 0.37 1210 cf Residence 2100 0.37 421 cf Totals 5408 1631 of Retentioa/leflltratioe Proposed: Tributary Area (sf)Type of Device Total Retention Linear Rain Garden along Common Shallow Rain Driveway Driveway Garden 972t Rain Gardens around residence Residence & Shallow Rain 1350 cf Garage Garden Total Retention Provided: 5400 2322 of 4 g�BS � 10' WASTEWATER SETBACK / / 41 i 4" 0 PVC EFFLUENT DISTRIBUTION LINE (0.5% SLOPE MIN.) TYP. DISTRIBUTION BOX BY 3 FORT MILLER CO., OR APPROVED EQUAL WD OC MIN. S 41 11' WIDE PRIVATE DRIVEWAY ACCESS TO INDIVIDUAL RESIDENCES. STORMWATER MANAGEMENT FOR DRIVEWAY ON 4 LOT 2: RAIN GARDEN (SWALE) ALONG DRIVEWAY: 6' WIDE X V DEEP (MINIMUM) RG1 I STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF 2 I i RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA RG1 ! ! (DEPTH OF RAIN GARDEN 6" AVERAGE ±) I 4"0 PVC EQUALIZATION PIPING ! ! ! I F (D Ln a w Q --I U Q ix Z LU w �_V) _¢ LU N Ln 20' 25' SIDE YARD SETBACK QUICK 4'EQUALIZER 36' 2 INFILTRATION CHAMBERS �p BY INFILTRATOR, OR APPROVED EQUAL 10' GRAVEL OR OTHER NON -PERMEABLE DRIVING SURFACE: GRADE DRIVEWAY 4 TO DRAIN IN THE DIRECTION OF SWALE AND RAIN GARDEN 4 / 1 2" (MIN.) HDPE WATER SERVICE LINE TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS \ 4" 0 PVC EFFLUENT LINE \ 4"0 PVC GRAVITY SOIL (1/o SLOPE MIN.) LINE (2% SLOPE MIN.) PROPOSED 1,500 SQ. FT. RESIDENCE ` AND 600 SQ. FT. GARAGE BY OTHERS 100' WETLAND SETBACK LINE 1 SEPTIC TANK BY FORT MILLER FOR PROPOSED WASTEWATER CO., OR APPROVED EQUAL \ WD \ PROPOSED LIMITS STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE OF TREE CLEARING 2 (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF \ RG1 RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA (DEPTH OF RAIN GARDEN 6" AVERAGE ±) 75' WETLAND SETBACK LINE — — — — — FOR PROPOSED BUILDING GRAPHIC SCALE 10' 0 5' 10' 20' (IN FEET) S 1 � 1 � e i \ 1 { O -v O V) m 0 -o { O 70. z m I { 0 rz� 1 d 1 1 25' SIDE YARD --------'1 SETBACK v> { � { d 1 1 1 1 1 d i 1 1 1 m v�o *k N No 0 N N W W ci O O O O 00 N OD W D 1 DRAWING NOTES: POTENTIAL DEVELOPMENT: 1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS iS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO THE REQUIREMENTS SHOWN ON THESE PLANS. 2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET OF DRAWINGS. STORMWATER CONSTRUCTION: 1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED UNDER'SEDIMENT CONTROL BARRIER' ON'ENVIRONMENTAL CONTROL DETAILS' DRAWING'ECV. ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION AND/OR MULCHING. WASTEWATER DESIGN INFORMATION: -NEW YORK STATE DEPARTMENT OF HEALTH -TOWN OF QUEENSBURY POTABLE WATER SUPPLY: NEW 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NEW 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 100' OF PROPOSED WASTEWATER DISPOSAL SYSTEM. SEE'WASTEWATER LEACHING SYSTEM SIZING' CHART (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE GRINDERS OR SPAS / HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) SEE'WASTEWATER LEACHING SYSTEM SIZING' CHART SEPTIC TANK EFFLUENT FILTER: PROVIDE (1) MODEL A1801-4X22, 'ZABEL' RESIDENTIAL FILTER LEACHING SYSTEM (TRENCH SYSTEM): SEE'WASTEWATER LEACHING SYSTEM SIZING' CHART FOR TOTAL DAILY FLOW AND MINIMUM LENGTH OF QUICK 4 'EQUALIZER 36' TRENCH REQUIRED. EFFLUENT DISTRIBUTION: GRAVITY DOSING / DISTRIBUTION FROM SEPTIC TANK WASTEWATER SYSTEM SIZING # BEDROOMS (GPD) LATERAL LENGTH (FT) BASAL AREA (SO. FT.) SEPTIC TANK SIZE (GALS) 3 BEDROOM (330 GPD) 104 1,650 1,000 4 BEDROOM (440 GPD) 138 2,200 1,250 5 BEDROOM (550 GPD) 172 2,750 1,500 NOTE: LATERAL LENGTHS BASED ON A 25% REDUCTION IN TOTAL LATERAL LENGTH IF LEACHING CHAMBERS WITH A MINIMUM WIDTH OF 22" PROVIDED. ISSUED FOR PLAT FILING POTENTIAL DESIGN: LOT 2 SCALE: SEE GRAPHIC SCALE DRAWING NOTES: dd \ 1 � 1 \ i \ 1 \ d 1 \ i \ 1 \ 1 \ r \� ' d � 2 (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, \ AWWA, AND NYSDOH STANDARDS 1 1 W (/1 Z td J 1 u1 1 a O a w of �1 a GRAVEL OR OTHER NON -PERMEABLE DRIVING SURFACE: GRADE DRIVEWAY TO DRAIN IN THE DIRECTION OF SWALE AND RAIN GARDEN 1 � Cd i d 1 I 1 1 1 0 t STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OFtd 2 d RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA RG1 (DEPTH OF RAIN GARDEN 6" AVERAGE ±) 1 1 1 25' SIDE YARD SETBACKr 1 Cd I d i i r 1 1 � 1 1 d 1 i ` t 1 t i 4 STORMWATER MANAGEMENT FOR • DRIVEWAY ON LOT 3: RAIN GARDEN \ t RG1 (SWALE) 6' WIDE X 1' DEEP (MINIMUM) 1 C \ t '% 11' WIDE PRIVATE DRIVEWAY ACCESS 7 P. 11' TO INDIVIDUAL RESIDENCES. Zvi QUICK 4'EQUALIZER 36' INFILTRATION 2 CHAMBERS BY INFILTRATOR, OR APPROVED EQUAL WD STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA (DEPTH OF RAIN GARDEN 6" AVERAGE ±) 10' SEPTIC TANK BY FORT 1 MILLER CO., OR APPROVED EQUAL WD 20' 4" 0 PVC EQUALIZATION PIPING VOG CPQS 6' OC MIN. PROPOSED LIMITS OF TREE CLEARING POTENTIAL DESIGN: LOT 3 SCALE: SEE GRAPHIC SCALE Stormwater Management Calculations: Lot 3 Imaervikms Areas: Description Pre-existing (sf) Change s Structures: New Residence 0 Subtotal 0 3100 Total Proposed Area SF 3100 3100 3100 POTENTIAL DEVELOPMENT: 1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT 4 - IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO sf THE REQUIREMENTS SHOWN ON THESE PLANS. Other Impervious Areas: Driveway & Sidewalk 0 3300 3300 Subtotal 0 3300 3300 of Imperious Area: 0 6400 6400 sf Required ReteatkmAntUtration: 4.4" (25 year rainfall) total retention Impervious Area Calculation Total Retention lmpervious Area: ,(SFj C( F/SF) Driveway & Sidewalk 3300 0.37 1210 of Residence 3100 0.37 622 cf Totals 6400 1832 cf Total Retention Retention/lniiitratiion Proposed: Tributary Area (sf) Tvne of Device (CF) Linear Rain Garden along Common Shallow Rain 855 cf Driveway Driveway Garden Rain Gardens around residence Residence& Shallow 1100 cf Garage wRRain Total Retention Provided: 6400 1"5 cf PROPOSED 1,500 SQ. FT. RESIDENCE AND 600 SQ. FT. GARAGE BY OTHERS b / 75' WETLAND SETBACK LINE b FOR PROPOSED BUILDING / b / 100' WETLAND SETBACK LINE / FOR PROPOSED WASTEWATER Pr 4" 0 PVC GRAVITY SOIL LINE (2%SLOPE MIN.) 3 WE 30' REAR YARD b SETBACK i b 4" 0 PVC EFFLUENT LINE } (1% SLOPE MIN.)" b / DISTRIBUTION BOX BY FORT MILLER CO., OR APPROVED EQUAL / / _ 4"0 PVC EFFLUENT DISTRIBUTION LINE (0.5% SLOPE MIN.) TYP. / / o v C W � � v b 0 c; / � 1 cc , Q\ / -n , o / F D N 4 O m @ No 6 N N W W w 0 0 N CD O 0 W D GRAPHIC SCALE 10' 0 5' 10' 20' (IN FEET) 2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET OF DRAWINGS. STORMWATER CONSTRUCTION: 1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED UNDER'SEDIMENTCONTROL BARRIER' ON 'ENVI RON MENTAL CONTROL DETAILS' DRAWING'EC1'. ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION AND/OR MULCHING. WASTEWATER DESIGN INFORMATION: -NEW YORK STATE DEPARTMENT OF HEALTH -TOWN OF QUEENSBURY POTABLE WATER SUPPLY: NEW 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NEW 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 100' OF PROPOSED WASTEWATER DISPOSAL SYSTEM. nrcicni n niAi• SEE'WASTEWATER LEACHING SYSTEM SIZING' CHART (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE GRINDERS OR SPAS / HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART SEPTIC TANK EFFLUENT FILTER: PROVIDE (1) MODEL A1801-4X22, 'ZABEL' RESIDENTIAL FILTER LEACHING SYSTEM (TRENCH SYSTEM): SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART FOR TOTAL DAILY FLOW AND MINIMUM LENGTH OF QUICK 4'EQUALIZER 36' TRENCH REQUIRED. EFFLUENT DISTRIBUTION: GRAVITY DOSING / DISTRIBUTION FROM SEPTIC TANK WASTEWATER SYSTEM SIZING # BEDROOMS (GPD) LATERAL LENGTH (FT) BASAL AREA (SQ. FT.) SEPTIC TANK SIZE (GALS) 3 BEDROOM (330 GPD) 104 1,650 1,000 4 BEDROOM (440 GPD) 138 2,200 1,250 5 BEDROOM (550 GPD) 172 2,750 1,500 NOTE: LATERAL LENGTHS BASED ON A 25% REDUCTION IN TOTAL LATERAL LENGTH IF LEACHING CHAMBERS WITH A MINIMUM WIDTH OF 22" PROVIDED. ISSUED FOR PLAT FILING LEACHING SYSTEM INSTALLATION: BACK FILL WITH NATIVE SOIL MINUS COBBLES AND ROCKS IN EXCESS OF 2" 0 WATERTIGHT JOINTS (TYP.) FINISHED GRADE PERMANENT MARKER OVER COVER SOIL PIPE; INSTALL 12" (MIN.) AS SHOWN ON 'SYSTEM PLAN' _\_F. a INLET 4" SANITARY TEE NATIVE BACKFILL THOROUGHLY COMPACTED FORT MILLER PRECAST SEPTIC TANK OR EQUIVALENT 12" (MIN.) �r. 3" 15" A \ TYPICAL SECTION THROUGH WASTEWATER LEACHING SYSTEM WD 1 / SCALE: N.T.S. WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER PRECAST CONCRETE --1 2'-0" f -- RISER AS REQ'D EFFLUENT PIPE; INSTALL AS SHOWN ON PLAN OUTLET 18" � NON -SHRINK GROUT MIN. NSF APPROVED EFFLUENT FILTER ("POLYLOK PL-122", OR EQUIVALENT) 6" (MIN.) PROVIDE EXTENDED BASE FOR ANTI -FLOTATION PURPOSES OR EQUIVALENT END PLATE WITH STAND) 4" PVC EQUALIZATION PIPE w11 wwtw. __rl - , . "QUICK 4 EQUALIZER 36" INFILTRATION CHAMBERS - 53" ACTUAL 48" EFFECTIVE-j FINISHED f` D A r%C SEED TO GROWTH & MULCH ALL FILLED & DISTURBED AREAS 12" MAX. EXISTING GRADE LEACHING LATERAL: 'QUICK 4 EQUALIZER 36' CHAMBER UNIT BY 'INFILTRATOR SYSTEMS, INC.' SURFACE PREPARATION 4" PVC DISTRIBUTOR FROM DISTRIBUTION BOX i-•-22"—il ""'"' """' END PLATE WITH CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL END END STANDARD INVERT SEPTIC TANK DETAIL SCALE: N.T.S. 2 \"OUICK 4 EQUALIZER 36" DETAIL WD 1 / SCALE: N.T.S. L1. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE —USE. CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. L3. LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN, AND ELEVATIONS OF EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. L4. FILL MATERIAL, IF REQUIRED FOR LEACHING SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) DEVOID OF LARGE STONES, CLAY, ORGANIC DUFF, & NON —SOIL COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY (I.E. SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER) IN BORROW PIT PRIOR TO EXCAVATION; SUBMIT WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX—INCH LIFTS. THE FILL SHALL BE GRADED TO THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. L6. PERCOLATION TESTS SHALL ALSO BE PERFORMED (IN ACCORDANCE WITH NYSDOH STANDARDS) IN PLACE IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S) TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. L7. IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED DIRECTLY ON THE SOIL WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION, AND WHERE FILL MATERIAL IS REQUIRED, IT SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT; TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12" MINIMUM OF FILL MATERIAL AND NOT ON NATIVE SOIL. L8. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S) USING A LEVEL, TRANSIT, OR LASER. L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: • FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. • ALL TREES SHALL BE CUT AT GRADE; STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED IF REQUIRED FOR SITE PREPARATION. • REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. • EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY PERMEABLE) SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY PERMEABLE SOILS, WITHIN SYSTEM FOOTPRINT, AS DIRECTED BY ENGINEER. • SCARIFY SUBGRADE; CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF SPECIFIED GRANULAR FILL. ALSO, RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE, INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOT TRAFFIC. • PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, TO REQUIRED ELEVATION. • PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. • INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / SECTIONS. • BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS; CARE SHALL BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE SOILS. • CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE TOPSOIL, AND/OR A CLAYEY LOAM OR SILTY LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION). • SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED. 2023574975 1 0- 1 Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000023 04/24/2023 10:21:58 AM 1 Pages MAP FILED ISSUED FOR PLAT FILING GENERAL WASTEWATER NOTES MOUND TO SHED WATER UNLESS UNDER ROADWAYS; RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION; TOPSOIL SEED & MULCH NON PAVED AREAS NATIVE SOIL BACKFILL LESS COBBLES AND LARGER, COMPACTED TO 85% MODIFIED PROCTOR OUTSIDE INSTALL MARKER SEE NOTES BELOW \ ROADWAYS, 95% MODIFIED PROCTOR TAPE 18" DEEP / \\ WITHIN ROADWAYS CLEAN SAND (100°G PASSING �4', �. _ •'. �` _ `' Ox ��x MAXIMUM 10% PASSING 200 SIEVE) > ; - C~^ "�-\ \ \//\18" M I N 6" MIN. (TYP.) 4" MIN (6" IF PIPE(S)ROCK BELOW (SEE PLAN FOR SIZE) � ' '_ •; � . ' �• -'" � - : �\\/ 18" ± 1) BURIAL DEPTH: SEWER: 4'0" MIN. COVER; WATER: 5'-6" MIN. COVER. 2A) WATER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0" AND 5'-6" COVER, PROVIDE RIGID FOAM INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH PROVIDES LESS THAN 3'-0" COVER, CONTACT ENGINEER FOR ASSISTANCE. 213) SEWER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0" AND 4'-0" COVER, PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH PROVIDES LESS THAN 2'-0" COVER, REFER TO'SHALLOW PIPE INSTALLATION' DETAIL. 3) IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER CANNOT BE ACHIEVED, PIPE(S) SHOULD BE PLACED IN A PROTECTIVE CASING(S). 1 PIPE TRENCH: WATER & SEWER LINES WD SCALE: N.T.S. TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET LEVEL W/ GRADE 10"± INLET -=> FORT MILLER BOX OR EQUIVALENT 3 \ DISTRIBUTION BOX WD2/ SCALE: N.T.S. PROVIDE ADJUSTABLE LEVELING DEVICE ON EACH OUTLET OUTLET ­=> 4" PVC GRAVITY SEWER @ 0.5% MIN. SLOPE 12" MIN. OF CLEAN SAND OR PEA GRAVEL FOUNDATION MOUND OVER FORCE RIGID FOAM INSULATION MAIN WITH SOIL AND/ (MIN. 2" THICK) AS %- OR DUFF/ LEAF LITTER; WARRANTED/ORDERED / DOCUMENT LOCATION ON RECORD PLAN PIPE: BURY AS MUCH FINISHED GRADE AS PRACTICAL EXISTING GRADE NATIVE SOIL SEWAGE FORCE MAINS SHALL BE BACKFILL AROUND FORCE INSTALLED TO FULLY DRAIN MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES. IF FULL MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, THAN 1", OR CLEAN SAND PROVIDE INSULATION AND HEAT TRACING; CONTACT ENGINEER FOR GUIDANCE Z SHALLOW PIPE INSTALLATION WD2/ SCALE: N.T.S. G-1 CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM(S), ETC, SHALL BE IN CONFORMANCE WITH APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN STANDARDS, AS WELL AS DETAILS / SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED (POST 1994). NO KITCHEN GARBAGE GRINDERS, OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. PIPING P-1) ALL GRAVITY SEWER PIPE & FITTINGS SHALL BE PVC SDR 26 OR 35 (SEE PLANS), ASTM D3034; OR HPDE SDR 17, ASTM D3350; INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321, UNI-BELL "HANDBOOK OF PVC PIPE, DESIGN, AND INSTALLATION", AND MANUFACTURER'S RECOMMENDATIONS. P-2) GRAVITY SEWER PIPE JOINTS TO BE BELL & SPIGOT PUSH ON TYPE, ASTM D1312, DESIGNED FOR USE WITH PROJECT PIPING P-3) GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT & CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. GRAVITY SEWER SHALL BE LAID AT THE FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS: RAW SEWAGE: 4" @ 2%, 6" @ 1%; SETTLED SEWAGE (EFFLUENT): 4" AND 6" @ 0.5%±. ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. P-4) FORCE MAIN SHALL BE HDPE, ASTM D2239 OR F714, 100 PSI MIN PRESSURE RATING; OR, PVC, ASTM D2241, 100 PSI MIN PRESSURE RATING; FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. P-5) HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT (HEAT) FUSION PROCESS, AND JOINING EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITIONS FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER TO MANUFACTURES RECOMMENDATIONS. P-6) SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER APPROVED METHOD, IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. P-7) THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE, AS RECOMMENDED BY THE MANUFACTURER. TANKS/STRUCTURES T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR WATER TECHNOLOGY, LLC., OR OTHER APPROVED EQUIVALENT. T-2) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION (DESIGNED FOR (H-20) WHEEL LOADING). T-3) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER BURIED COVER(S), AND MEASUREMENT "TIES" TO PERMANENT FEATURES, AND SHOWN ON (RECORD) DRAWINGS (SEE GENERAL NOTES). T-4) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOATION USING HEAVY DUTY TANKS WITH 6" EXTENDED INTERGAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T-5) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE KOR-N-SEAL, OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER. TANKS TO BE TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER (ENGINEER TO WITNESS). T-6) CONTRACTOR TO INSTALL TANKS / STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. T-7) SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS, AND PERMANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. 2023574975 Instr # 2023-3000023 04/24/2023 10.21:58 AM 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED ISSUED FOR PLAT FILING EDGE DRAIN TO EXTEND TO OPPOSITE WALL OF RAIN GARDEN MOUND OVER EDGE DRAIN WITH MIN. 2"-3" SHREDDED HARDWOOD MULCH BROAD CRESTED WEIR OR 18" WIDE 'ADS' 'ADVANEDGE' EDGE DRAIN OUTLET, AS CALLED FOR ON PLANS; ELEVATION AS SPECIFIED ON PLANS NATIVE FILL OR MIN. 6" EQUIVALENT r- 'r - ir r- // STABILIZE MAX SLOPES WITH 2H DEEP ROOTED NATIVE MAX. V H MOUND OVER END OF EDGE GROUND COVERS DRAIN WITH RIVER ROCK AND/OR ROCK (2" 0 TO 6" 0) TO ANCHOR IN PLACE AND TO CONCEAL FROM ,,r VISIBILITY AND PREVENT r r✓ /N INTRUSION OF RODENTS & it✓'r \\\ / \ \\ // \\ \\ SMALL ANIMALS 'ADS'ADVANEDGE' EDGE DRAIN AS CALLED FOR ON DESIGN PLANS EDGE DRAIN TO EXTEND TO OPPOSITE WALL OF RAIN GARDEN j (24" MIN) 6"-18" SOIL MEDIA: 95%± FINE TO MEDIUM SAND (LESS THAN 5%± CLAY CONTENT) 5%± SANDY TOPSOIL WITH AN AVERAGE OF 5%± ORGANIC (FREE OF STONES, ROOTS, WOODY DEBRIS AND ANIMAL WASTE) REFER TO'RAIN GARDEN PLANTING SPECIFICATIONS' (RG-1) FOR PLANT SPECIES SELECTION KEY BERM INTO EXISTING SOIL (8" TYP) 'ADS' 'ADVANEDGE' EDGE DRAIN AS CALLED FOR ON DESIGN PLANS SEASONAL HIGH GROUNDWATER OR BEDROCK 2 � RAIN GARDEN ON A FLAT SITE RG 1 / SCALE: N.T.S. ROUTE TO SPILLWAY REFER TO 'RAIN GARDEN PLANTING SPECIFICATIONS' (RG-1) FOR PLANT SPECIES SELECTION �= :6 x SEASONAL HIGH GROUNDWATER 6"-18" SOIL MEDIA: 95% FINE TO COARSE SAND (LESS THAN 5% CLAY CONTENT) 5% SANDY TOPSOIL WITH AN AVERAGE OF 5% ORGANIC (FREE OF STONES, ROOTS, WOODY DEBRIS AND ANIMAL WASTE) RAIN GARDEN ON A SLOPE SCALE: N.T.S. SEE STORMWATER DEVICE DETAILS FOR CONSTRUCTION DETAILS KEY EROSION GEOTEXTILE INTO SLOPE PROPOSED GRADE 2'± WEIR INLET STABILIZATION PROPOSED RESIDENCE o I _�-- FONDATION BACKFILL —PERFORATED PIPE ill IMPERMEABLE LINER/MEMBRANE (POLY OR PVC) FOR SEPARATION OF STORMWATER FROM FOUNDATION DRAIN SYSTEM NOTE: MEMBRANE TO BE PROVIDED IN RAIN GARDEN(S) ADJACENT TO THE HOUSE (NOT REQUIRED ADJACENT TO THE GARAGE). THIS DETAIL APPLICABLE IF FOUNDATION DRAIN IS WITHIN 10' OF RAIN GARDEN WEIR AS DIRECTED ON PLANS 5' MIN. STABILIZED OVER FLOW SWALE /////// 2MIN. GEOTEXTILE/GEOGRID AS REQUIRED STABILIZE SLOPES & WEIR OUTLET PER METHOD OF STABILIZATION NOTED IN TABLE BELOW NOTE: 1. UNLESS OTHERWISE SPECIFIED, ALL WEIR OUTLET OVERFLOWS TO BE SHALLOW AND BROAD CRESTED. WEIR OUTLET STABILIZATION TO BE AS FOLLOWS: WEIR OUTLET STABILIZATION BASIN VOLUME (CF) METHOD OF STABILIZATION 0-2500 VEGETATED (SEE NOTE 2) 2500-5000 AMERICAN GREEN VMAX P550 PERMANENT EROSION CONTROL MATTING, OR APPROVED EQUIVALENT >5000 ROCK LINED 2, PROVIDE TEMPORARY EROSION CONTROL MATTING AS REQUIRED. STABILIZED OVERFLOW WEIR SCALE: N.T.S. DEEP ROOTED SHRUBS TO PROVIDE ADDED SLOPE STABILITY KEY EROSION GEOTEXTILE INTO SLOPE CLEAN, WASHED, UNIFORM CRUSHED STONE OR GRAVEL (SEE HOUSE FOUNDATION DESIGN) RG-1) RAIN GARDEN PLANTING SPECIFICATIONS: 1. ALL PLANTS SHALL BE NATIVE OR NATURALIZED TO UPSTATE NEW YORK, AND SHALL CONFORM TO "AMERICAN STANDARD NURSERY STOCK" STANDARDS AND SHALL BE FROM CERTIFIED LOCAL NURSERIES. 2. RAIN GARDEN AREA: MIXTURE OF HERBACEOUS PLANTS AND SHRUBS TAKEN FROM THE FOLLOWING PLANT LIST: SEDGES, REDTOP, BLUE FLAG IRIS, WINTERBERRY, BUTTONBUSH SILKY DOGWOOD, RED STEM DOGWOOD, ELDERBERRY, JOE PYE WEED, COMMON SPICE BUSH, ARROWOOD VIBURNUM, BAYBERRY, YELLOW LOOSESTRIFE (NOT PURPLE), SKUNK CABBAGE, NEW YORK ASTER, BLUE VERVAIN, OR APPROVED OTHERS. 3. FRINGE AREA: MIXTURE OF HERBACEOUS AND/OR WOODY SHRUBS/TREES FROM THE FOLLOWING LIST: RED CHOKE BERRY, RED MAPLE, ELDERBERRY, EASTERN HEMLOCK, BLACK ASH, EASTERN RED CEDAR, SILKY DOGWOOD, RED STEM DOGWOOD, OR OTHERS AS APPROVED. 4. ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS. 5. PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 30" O.C. SPACING (MAX). 6. PLANTING SHALL OCCUR DURING MAY-JUNE OR SEPTEMBER-OCTOBER AND SHALL BE GUARANTEED FOR MINIMUM OF 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY NURSERY SUPPLIER UNTIL ESTABLISHED. 7. MULCH ENTIRE WETLAND/RAIN GARDEN WITH SHREDDED HARDWOOD FREE OF DYE AND CHEMICALS; MULCH TO BE APPLIED AT A UNIFORM LAYER 2-3 0 F DEPTH. RG-2) BASIN VOLUMES TO BE VERIFIED IN THE FIELD: a. MEASURE BOTTOM AREA IN SQUARE FEET (ON A HORIZONTAL PLANE), AND, b. MEASURE THE AREA AT THE TOP OF THE BASIN AT THE ELEVATION OF THE OVERFLOW WEIR, c. CALCULATE THE AVERAGE OF THE TWO AREAS. d. MEASURE THE VERTICAL DISTANCE BETWEEN WHERE THE BOTTOM AND THE TOP AREAS WERE MEASURED (FEET). e. MULTIPLY THE AVERAGE AREA (SF) X THE VERTICAL DIFFERENCE (FT) TO OBTAIN THE BASIN VOLUME IN CUBIC FEET (CF). INFILTRATION BASIN (RAIN GARDEN) MAINTENANCE NOTES: SEDIMENT: SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY (MAX. 50% BY VOLUME). OUTLETS TO BE CHECKED FOR EROSION AND REPAIRED/UPGRADED AS SOON AS POSSIBLE. APPROPRIATE ELEVATIONS TO BE MAINTAINED ON ALL FEATURES OF THE STORMWATER DEVICE. VEGETATION: PLANTINGS TO BE PERMANENTLY MAINTAINED IN HEALTHY CONDITION. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, IRRIGATION, PRUNING, AND OTHER PERMANENT MAINTENANCE OF ALL PLANTINGS AS NEEDED. COMPLIANCE: UP KEEP, MAINTENANCE, PERIODIC INSPECTIONS AND REPORTING TO BE COMPLETED IN ACCORDANCE WITH THE EXECUTED 'STORMWATER CONTROL FACILITY MAINTENANCE AGREEMENT' BETWEEN THE PROPERTY OWNER AND THE PERMITTING AUTHORITY. RE -VEGETATE DISTURBED AREA WITH LOW MAINTENANCE NATIVE GRC MULCH i VEGETATED DIVERSION SWALE SCALE: N.T.S. 2023574975 �J- SO 113 oq �,A Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000023 04/24/2023 1021:58 AM 1 Pages MAP FILED ISSUED FOR PLAT FILING EROSION 8v SEDIMENT CONTROL CONSTRUCTION NOTES: 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN LOG/REPORT BOOK. (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html OTHER ENVIRONMENTAL CONTROLS: SAND BAGS LAID TIGHT END TO END, PERPENDICULAR TO DIRECTION OF FLOW FLOW HARD SURFACE SAND BAGS 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION 2"X2" WOODEN STAKES COMPOST 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF TANK CONTENTS; FILTER SOCK PLACED AT 10' O.C.MAX. SPACING AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. SHEET FLOW DRAINAGE BUTT BALES TOGETHER, I.E.: NO GAP GEOTEXTILE FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE 2" x 2" HARDWOOD STAKES OR RE -BARS DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 4" MIN. 8" MIN. (TYP.) OVERLAP FABRIC J @ STAKE BEDDING DETAIL NOTES: 1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. STRAW BALE DIKE ORIGINAL GRADE NOTES: 0 2"X2" WOODEN STAKES PLACED 10' O.C. 1' MIN. \\v\v\\V\y\y EXISTING CONTOURS 8' 1 COMPOST FILTER SOCK PER NYSSSESC 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32" EXCEPT THAT 8" DIAMETER SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2" WOODEN STAKES DRIVEN 12" INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. 4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING LIMITS DIAMETER SLOPE% (IN.) 2 5 10 20 25 33 50 8 225* 200 100 50 20 - - 12 250 225 125 65 50 40 25 18 275 250 150 70 55 45 30 24 350 275 200 130 100 60 35 32 450 325 275 1 150 120 75 50 * LENGTH IN FEET LIGHT RIP RAP (TYP.) COMPOST FILTER SOCK NOW WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. STONE / EARTH DIKE (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) 1 EC1 SEDIMENT CONTROL BARRIER (SHEET FLOW) LENGTH: 30'-50' (SEE NOTES) AGGREGATE: 6" THICK (SEE NOTE) WIDTH: 12'-24' (SEE NOTE) GEOTEXTILE: PLACED OVER ENTIRE AREA TO BE COVERED WITH AGGREGATE (SEE NOTES) PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT TRACKING ONTO HIGHWAY. CONSTRUCTION ENTRANCE SCALE: N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) STEEL OR 2" x 2" GEOTEXTILE FABRIC MEETING HARDWOOD POSTS WOVEN WIRE FENCE NYSSSESC SPECIFICATIONS (MIN. 14 GAUGE W/ 24" (MAX.) TYP. MAX. 6'MESH SPACING) ON REINFORCED SILT FENCE TYPICAL TIE POINTS SECURELY FASTEN WIRE I�-10' MAXIMUM -I FENCE TO POSTS & FABRIC TO FENCE STEEL OR HARDWOOD POST �1'-4" WOVEN WIRE FENCE 1'-4" � 1'-8°° <— FLOW 1'-8" <— FLOW 8" _\�i�\�4" (MIN.) DRAIN ROCK �������� GEOTEXTILE FABRIC%����� (IF REQUIRED) GEOTEXTILE FABRIC 4"x6" TRENCH 1'-4" WITH COMPACTED BACKFILL 1'-4" ESC-1) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. ESC-2) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSSESC), ISSUED BY THE NYSDEC, LATEST EDITION. ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE TO THE NYSSSESC. EROSION CONTROL OPTIONS INCLUDE: A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED, B) MULCH WITH STRAW, BARK MULCH, STONE, ETC., C) APPLY EROSION CONTROL MATTING, OR D) OTHER, AS APPROVED. ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. ESC-5) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP -RAP, NON -DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS STRUCTURES. ESC-6) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND IN THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). ESC-7) GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO APRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED TO, THE USE OF SCREEN MESH, NETTING, EXTRA MULCH, AND SILTATION FENCES. NOTES: ESC-8) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME 1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS SEMI -PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. REMEDIATED. 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ESC-9) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMITTO OWNER/ ENGINEER FOR APPROVAL. 3) ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST VERSION OF THE NYSSSESC. 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED STORAGE HEIGHT. 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 6) DETAIL SHOWN IS EQUIVALENT TO A "REINFORCED" SILT FENCE. REFERENCES MADE TO "STANDARD" AND "SUPER" SILT FENCE, SEE NYSSSESC. SILT FENCE CONSTRUCTION ENTRANCE SPECIFICATIONS CS-1) AGGREGATE: A) STONE SIZE - USE #3 OR #4 (1"-4") STONE OR RUBBLE. B) THICKNESS: NOT LESS THAN 6". CS-2) LENGTH: A) TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH= RECOMMENDED 50' MIN. B) A SINGLE RESIDENCE LOT ENTRANCE LENGTH= RECOMMENDED 30' MIN. CS-3) WIDTH: A) RECOMMENDED 12' MIN. WIDTH WITH SEPARATE ENTRANCE & EXITS TO SITE B) RECOMMENDED 24' MIN WIDTH WITH COMBINED ENTRANCE & EXITS TO SITE CS-4) GEOTEXTILE: A) TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. B) NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT C) FABRIC SPECIFICATIONS: LIGHT DUTY ROAD= MIRAFI 10OX OR APPROVED EQUIVALENT HEAVY DUTY ROAD= MIRAFI 60OX OR APPROVED EQUIVALENT CS-5) SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES MAY BE CONSTRUCTED CS-6) MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. CS-7) WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CS-8) INSPECTION: PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN ISSUED FOR PLAT FILING EARTHWORK 8a TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC, SOILS RESTORATION TO BE AS FOLLOWS: SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF "NEW YORK STATE STORMWATER DESIGN MANUAL": APPLICATION OF 3" OF COMPOST, TILLING COMPOST INTO SUB -SOIL A MINIMUM DEPTH OF 12". APPLICATION OF TOPSOIL TO A DEPTH OF 6". VEGETATE AS REQUIRED PER LANDSCAPING PLAN, IF APPLICABLE, OR AT THE DIRECTION OF OWNER. ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). DITCH STABILIZATION GUIDELINES (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) DS-1) 0-6%: SEED & MULCH DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) SLOPE STABILIZATION GUIDELINES N (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL 3 w N OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) < -� SS-1) 0-25%: SEED & MULCH \1' v SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING m o r (EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SLOPES (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) 3 C) s F D N m m A N O O SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES W N (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) o 0 SS-5) 100%+: CONTACT ENGINEER FOR GUIDANCE. 00 D 71 PLAT D-50 14 SHEETS °° en WARN C®ITN'I'Y RE '1 t t8t3 REAL PROPERTY TAX SERVICES AGENCY County Municipal Center :I� t F 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 T —__N [ ] No fee, property survey only, not a subdivision �-- d One through three lot subdivision map Original $25 ] One through three lot subdivision map Alteration $25 [ ] One through three lot subdivision map Abandonment $25 [ ] One through three lot Condominium $25 [ ] Four through nine lot subdivision map Original $50 ' [ ] Four through nine lot subdivision map Alteration $50 [ ] Four through nine lot subdivision map Abandonment $50 A [ ] Four through nine lot Condominium $50 0 N N [ ] Ten or more lot subdivision map Original $100 w W [ ] Ten or more lot subdivision map Alteration $100 N o [ ] Ten or more lot subdivision map Abandonment $10000 W [ ] Ten or more lot Condominium $100 �-7 Map reference is as follows: Z� 1 . I — I — ,q/ ' NAME OR TITLE i�'p �A�i I 5Ui5Q1 V 1 C-7) I O t-A REVISION DATE 3 1 Z3013 DATE Z /Z5 121 TOWN/CITY QU 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 deemgsatisay's tificate. Date Lexie A Delurey Real Property Director or Designee