The URL can be used to link to this page

SUB (F) 15-2022 Jeffrey & Joanne Mann 3 lotr FINAL APPROVED Joint Planning Board and Zoning Board PLANS Final Approved Plans By Approval of the Zoning Board of Appeals and the Planning Board, final sign -off by C. Brown, Zoning Administrator Applicant: Jeffrey & Joanne Mann (3 Lot) File No. Subdivision (P) 4-2022, Subdivision (F) 15-2022, Freshwater Wetlands 6-2022 & Area Variance 19-2022 Project Location: 76 Pickle Hill Road Applicant(s) JEFFREY & JOANNE MANN (3 LOT) Application Type Subdivision Preliminary 4-2022 Subdivision Final Stage 15-2022 Freshwater Wetlands 6-2022 Owner s _I Same as applicant _ �j SEAR Type I _Unlisted (APA) Agent(s) Hutchins Engineering____ _� Lot size _—�� _17.49 acres — Location— J _76 Pickle _Hill _Road _ _ _ Ward: 1 Zoning Classification: RR-3A { Tax ID No. { 265.-1_23.2 _ _ __—� Ordinance Reference 183, Chapter 94 _ Cross i AV 19-2022 v Warren Co. Referral 4 n/a for subdivision Reference Public i December 15, 2022 Site Information APA _ 1 Project Description: Applicant proposes a 3 lot residential subdivision of a 17.1 acre parcel for preliminary and final stage. The lot sizes are: Lot 6 to be 3.84 acres, lot 7 to be 4.1 acres, and lot 8 to be 9.2 acres. Lot 8 contains access to Pickle Hill Road I including easements for shared access to Pickle Hill Road for lots 6 and 7. The project site contains APA wetlands, stream, and slopes greater than 20%. Pursuant to chapter 183 and chapter 94, subdivision for 3 lots, wetland permit and work within 100 ft of wetlands shall be subiect to Plannina Board review and approval. Applicant(s) Jeffrey & Joanne Mann Area Variance No. AV 19-2022 Owner(s) Jeffrey & Joanne Mann SEQRA Type Type II Agent(s) Hutchins Engineering PLLC Lot Size 17.1 acres Location/Ward No. 76 Pickle Hill Rd. /Ward 1 Zoning RR-3A Tax Id No 265.-1-23.2 Section 179-3-040RR; 147 Cross Ref AV 18-2022; Warren County Planning May 2022 Public Hearing May 25, 2022; July 27, 2022 Adirondack Park Agency ALD Project Description: (Revised) Applicant proposes a 3-lot subdivision of a 17.1 acre parcel. The lot sizes include: Lot 6 (3.8 acres); Lot? (4.1 acre); and Lot 8 (9.2 acres) near to the Mann 5-lot proposed subdivision on a separate parcel. The project is located in the APA and is near to APA and NWI wetland areas. The site information indicates there are areas with 15% slopes, project is a major stormwater project. Project is subject to subdivision for 3 lots, hard surfacing within 50 ft. of wetlands/shoreline, work within 100 ft. of wetland. Relief requested for road frontage and stormwater device location. Subdivision File Copy _ Area Variance File Copy _ B. Frank, Code Compliance Officer Copy DRAWING LIST SURVEY S1 ENGINEERING PLANS S2 - OVERALL SUBDIVISION PLAN S3 - OVERALL SUBDIVISION PLAN - LOTS 6- S4 - DETAILED SUBDIVISION PLAN - LOT 6 SS - DETAILED SUBDIVISION PLAN - LOTS 7-8 PH1- PHASING PLAN P1- SHARED DRIVE PROFILE D 1- WASTEWATER DETAIL SHEET D2 - CONSTRUCTION DETAIL SHEET D3 - CONSTRUCTION DETAIL SHEET ZONING BOARD OF APPEALS APPROVAL Zoning Board of Appeals -Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 fnvn dcoarn<hm+ Area Variance Resolution To: Approve Applicant Name: Jeffrey & Joanne Mann File Number: AV 19-2022 Location: 76 Pickle Hill Road Tax Map Number: 265: 1-23.2 ZBA Meeting Date: July 27, 2022 The Zoning Board of Appeals of the Town of Queensbury has received an application from Jeffrey & Joanne Mann. (Revised) Applicant proposes a Mot subdivision of a 17.1 sere parcel. The lot sizes include: Lot 6 (3.8 acres); Lot 7 (4.1 acre); and Lot 8 (9.2 acres) new to the Mann 5-lot proposed subdivision on a separate parcel. The project is located in the APA and is near to APA and NWI wetland areas. The site information indicates there are areas with 15% slopes, pmject is a major stormwater project. Project is subject to subdivision for 3 lots, hard surfacing within 50 ft. of wetlands/shoreline, work within 100 ft. of wetland. Relief requested for road frontage and storrawater device location. Relief Re aired: The applicant requests the following relief: Relief requested for road frontage and stmenwater device location. The applicant requests relief for road frontage, stormwater device location, and lot width for a three- lot subdivision. The lot is 17.1 ac and located in the Rural Residential RR3A zone. Relief requested for road frontage and stormwater device location. Section 179-3-040 dimensional. 147 stormwater,l 79-4-050 frontage Revised. Relief is requested for distance to stormwater device being less than 100 ft. where 50 ft. is proposed. Relief is requested for the 3 ft. vertical separation distance for a device where 2 ft. is proposed. Relief is requested for lot 6 of 3.8 ac and Lot 7 of 4.1 ac physical access to use a proposed drive for Lot 8 of 9.2 ac. In addition, Road frontage relief is requested for Lot 8 where 57.86 is proposed, Lot 6 and Lot 7 where 0 ft is proposed and required is 400 ft. Revision was for setback to sto erwater management device. SEQR Type II - no further review required; A public hearing was advertised and held on Wednesday, May 25, 2022 & July 27, 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: I. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties. As we've all kind of discussed here today, the lots are greater than three acres and there appears to be plenty of room. 2. Feasible alternatives have been considered by the Board and are somewhat limited due to environmental constraints. 3. The requested variance is not substantial and is minimal relative to the Code. 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. 5. The alleged difficulty is self-created. 6. In addition, the Board finds that the benefit to the applicant from granting the requested variance would outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or community; 7. The Board also finds that the variance request under consideration is the minimum necessary; 8. The Board also proposes the following conditions: a) 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. 19- 2022, Introduced by Brent McDevitt, who moved for its adoption, seconded by James Underwood Duly adopted this 27th Day of July 2022 by the following vote: AYES: Mr. Henkel, Mr. Underwood, Mr. McDevitt, Mr. Kuhl, Mr. Urrico, Mr. McCabe NOES: NONE ABSENT: Mr. Cipperly Cover Sheet Jeffrey & Joanne a E E 3 =Lot Subdivision New Si'ngle Family Residences QLTown of Queensbury Community Development Office 742 Bay Road, Queensbury, NY 12804 Town of Queensbury Planning Board � Bay Road Pickle Hill Road NEIGHBORHOOD MAP _'�`°`""°" Town of QueensburyTOWN OF QUEENSBURY ADIRONDACK PARK ZONING REQUIREMENTS AGENCY LAND USE Warren County New York State Tax Map #'s 265.1-1-23.2 Town of Queensbury Subdivision 4-2022 Area Variance 19-2022 Freshwater Wetlands 6-2022 RESOLUTION -Approve SUBDIVISION PRELIMINARY STAGE 4-2022 & FRESHWATER WETLANDS 6-2022 JEFFREY & JOANNE MANN (3 LOT) Subdivision Tax Map ID: 265: 1-23.2 / Property Address: 76 Pickle Hill Road / Zonings RR-3A i Board for the following: Applicant A subdivision application has been made to the Queensbury Planning g pp proposes a 3 lot residential subdivision of a 17.1 acre parcel for preliminary and final stage. The lot sizes are: Lot 6 to be 3.84 acres, lot 7 to be 4.1 acres, and lot 8 to be 9.2 acres. Lot 8 contains access to Pickle Hill Road including easements for shared access to Pickle Hill Road for lots 6 and 7. The project site contains APA wetlands, stream, and slopes greater than 20%. Pursuant to chapter 183 and chapter 94, subdivision for 3 lots, wetland permit and work within 100 ft. of 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 �qR[Fements of the -State Quality R-iew Aet - - been eoftsidered and thePleaaiig 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 4-2022 & FRESHWATER WETLANDS 6.2022 JEFFREY & JOANNE MANN. Introduced by Michael Dixon who moved for its adoption. Motion seconded by David Deeb. Duly adopted this 151' day of December 2022 by the following vote AYES: Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Stark, Mr. Magowan, Mr. Btu, Mr. Traver NOES: NONE Phone: 518.761.82201 Fax: 518.745.44371742 Bay Road, Queembary, NY 128041-queensbury.net Adirondack Park Agency Project 2021-0215 PLANNING BOARD APPROVALS Town of Queensbury Community Development Office 742 Bay Road, Queensbury; NY 12804 Town of Queensbury Planning Board RESOLUTION -Approve SUBDIVISION FINAL STAGE 15-2022 JEFFREY & JOANNE MANN (3 LOT) Tax Map ID: 2653-1-23.2 / Property Address: 76 Pickle Hill Road / Zoning: RR-3A A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes a 3 lot residential subdivision of a 17.1 acre parcel for preliminary and final stage. The lot sizes are: Lot 6 to be 3.84 acres, lot 7 to be 4.1 acres, and lot 8 to be 9.2 wars. Lot 8 contains access to Pickle Hill Road including easements for shared access to Pickle Hill Road for lots 6 and 7. The project site contains APA wetlands, stream, and slopes greater than 20%. Pursuant to chapter 183 and chapter 94, subdivision for 3 lots lanermit and work within 100 ft. of wetlands shall be to PI P J Planning wetd subject Board review and approval. Pursuant to relevant sections o the Town ofQueensberryZonin Code -Cho ter A-183 the Planning Board Puns f B P ng 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; MOTION TO APPROVE SUBDIVISION FINAL STAGE 15-2022 JEFFREY & JOANNE MANN (3 LOT), Introduced by Michael Dixon who moved for its adoption. �SEe}2�"-'�I=s+rniv� ,�.,.r..__• _d if the applisatien is a ,�gair�;.:-:.ts� ::ronmernel-Que1:�P- - 2. Waiver requests rg anted: 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. Engineering sign-offrequired prior to signature of Planning Board 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 my site work. b) The project NOT (Notice of Termination) upon completion of the project; and Page I oft Phone: c18.761.82201 Fax: 518.745.44371742 Bay Road, Queensbury, NY 228041 www.queensbury.net RR-3A - RURAL RESIDENTIAL 3-ACRE MINIMUM LOT SIZE: 3-ACRES BUILDING SETBACKS SHORELINE SETBACK: FRONT SETBACK: SIDE SETBACKS: REAR SETBACK: MAX BUILDING HEIGHT: LOT WIDTH: ROAD FRONTAGE: PERCENT PERMEABLE: PLANNING BOARD APPROVAL APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED DECEMBER 15, 2022 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. --_-_ - 4 80-W 73 0-1 - -------------- / PLANNING BOARD CHAIRMAN DATE SIGNED 317zlo W_5 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 S WPPP (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. The applicant meet with Stapproval and to issuance of Building Permit and/or the 9. h must off after prior PPP B beginning of site work. Bt g any 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 prior to issuance of the certificate of occupancy; 12. Resolutions must be included on Final Subdivision myleer; Motion seconded b Brad owan. Duly adopted this 15" day of December 2022 b the following vote: Y Meg Y P Y Y B AYES: Mr. Dixon, Mr. Longacker, Mr. Stark, Mr. Magowan, Mr. Etu, Mr. Deeb, Mr. Traver NOES: NONE Page 2 of 2 Phone: s18.761.8220I Fax: g18.74q.44-471742 Bay Road, Queensbury, NY 128041 www.queensbury.net STATE OF NEW YORK ) as'. OF WARREN j 1, Mlchad tS"4�;Treasurer of the County of Warren. State of New York, DO HEREBY 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 20ff'to 2023 Warren County Treasurer Town of Queensbury Community Development Office 742 BayRoad, Queensbury, 92 NY 804 TOWN OF QUEENSBURY PLANNING BOARD RESOLUTION - GRANT EXTENSION REQUEST SUBDIVISION FINAL 15-2022 JEFFREY & JOANNE MANN (3 LOT) Tax Map ID: 265: 1-23.2 / Property Address: 76 Pickle Hill Road / Zoning: RR-3A Per application received for Subdivision: Applicant proposes a 3 lot residential subdivision of a 17.1 acre PP PP P P panel for preliminary and final stage. The lot sizes are: Lot 6 to be 3.84 acres lot 7 to be 4.1 acres and lot 8 P P ar3' g to be 9.2 acres. Lot 8 contains access to Pickle Hill Road including easements for shared access to Pickle Hill Road for lots 6 and 7. The project site contains APA wetlands, stream, and slopes greater than 20%. The Planning Board approved Subdivision Final 15-2022 on December 15, 2022. Applicant is requesting a 90 day extension. MOTION TO APPROVE A 90 DAY EXTENSION FOR SUBDIVISION 15-2022 JEFFREY At JOANNE MANN (3 LOT): Introduced by Michael Dixon who moved for its adoption, Motion seconded by Brad Magowsm Duly adopted this 25" day of May 2023 by the following vote: AYES: Mr. Stark, Mr. Magowan, Mr. Etu, Mr. Deeb, Mr. Dixon, Mr. Traver NOES: NONE ABSENT: Mr. Longacker Phone: 518.761.82201 Fax: 518.745.4437 1742 Bay Road.. Queensbury. NY 12804 wwwqueensbury.nct OWNERS - APPLICANTS JEFFREY & JOANNE MANN P.O. BOX 4071 QUEENSBURY, NY 12804 (518) 361-2013 75' 100, 75' 100, 3 5' 400' 400' 75% WEST OF BAY ROAD: RURAL I ISE 8■5-AC PER LOT DENSITY SHORELINE SETBACK: 75' EAST OF BAY ROAD: LOW INT] ?NSITY USE 3.2-AC PER LOT DENSITY SHORELINE SETBACK: 75' Town of Queensbury Planning Board Sketch Plan Phase Submission: October 15, 2020 Adirondack Park Agency First Submission: September 17, 2021 Adirondack Park Agency Second Submission: December 16, 2021 Town of Queensbury Planning Board & Zoning Board of Appeals Submission: April 14, 2022 Adirondack Park a k Agency g y Fifth Submission: July 5, 2023 Adirondack Park Agency g y Sixth Submission: July 11, 2023 2023583257 Instr # 2023-3000068 09/25/2023 02:38:43 PM _ (~ 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED Town of Queensbury Zoninj; Board of Appeals T1 esubmission: I,une 15, 2022 Town of Queensbury P1 canning Board Submission: November 10, 2022 Adiror idack Park Agency Third Submission: November 11, 2022 Adiror flack Park Agency Four toh Submission & Towa of Queensbury Eug. Comments R .submission■ ,E 1p ril 4 2 0 2 3 Sig r nature A pp roval / Submission: P ug ust 8 2023 4 w 2(: 1682B Jeffrey Joanne Mann Bay Road Pickle Hill Road RUSSELL E. HOWA.RD 169 Havknd Road LICENSED LAND SURVEYING Queensbury, NY 12B04 (518) 745-0300 Phone 342 Main Street, Hudson Falls, New York 12839 Hutchins Engineerinc;i PLLC (518) 745-038 Fax 265. -1- 52 Lands N/F Lost Chalets, LLC L. 1433 P. 88 STONE PILE WEST ()V BAY ROAD ADIROND ACK P ARK AGENCY LAND USE CLASSIFICATION RURAL USE 265.-1-22 OiP ,.yam W Lands N/F H Brian J. Douglas & 09 Mary Lou Douglas op L. 1493 P. 229 _ ZONING REQUIREMENTS TOWN OV QUEENSBURY RR-31k - RURAL RESIDENTI AL 3-ACRE MINIMUM LOT SIZE - 3-ACRES FRONT SETBACK - 100' SIDE SETBACKS - 7 5' RE AR SETBACK - 100' SHORELINE SETBACK - 7 5' BUILDING HEIGHT - 35' LOT W IDTPI - 40U ROAD FRONT AGE - 400' PERCENT PERMEABLE - 757. ADDITIONAL SITE SOILS DATA 265.-1-64 0 Lands N/F RIGHT OF WAY W®f e -�5 253'-1-3 PARCEL 265.-1-23.1 - (ry2g2�� Michael D. Canale �` F Lands N/F SEE MAP NOTE 3 Clarence•V. kart & 27.93' L. 679 P. 276Dorothy M. surt State of New York PROJECT 291682A PARCEL 265.-1-23.2 S895W46-E L 503 P. w 43 _ PROJECT 2916KE, 1 S02'�'�vvv BENCHMARK "• NW72'tf'IY pF 72wa,. aw/w uXanaB NAIL IN POLE { vef ratt.moz�szo,s ELEV.- 500.5' h 2 a P a halt road " c~a,IwE WELL `- - P W/wf r .,,� NETLANDS UO' Ito ROA WELL &W W LOCATIONS / / / / y r s jj ` , ✓ - \ Or ®4 PER T.O.Q. BP 2012-365 / / / % 4 0aao® _ 0$` 40a r a o r P. SHARED DRIVE ..�(,iis ��, "�•�cx `gyp �'� ` � y�•��''�°�.e� ��° �k'� PRO 16'W Lands NlF i� oN �oo'r3orrr r8ncx �� Q et l� PROP. CLEARING Patrick C. 0 Rourke v7 y = WELL L 78J P. J69- oYza� i S gpCl��9d�1 / & W/W LOCATIONS PER: ICA ,` i � LIMITS (TYP L) MAP OFA SURVEYMADE FOR ,-^ IPF r �„ tin �) "'�^` v 265.-1-69 I B VAN DU_ SIEVES A !0 a `•8 , P(, RAGGED BY XT .. �� m dl LAND ORS t + i unez°zs Y "�iv" "� „ a � 1 Lands N/F JULY231199BB c '. E p o i , s•� . IP -"' _� port with Barnes I Y REVISED: 9.20.88 ,e�� lNK 2 4� W-11ANW »m OCCD2021��/" ^, ".M--- 'rail WI ` ,< 00 d \,s j %� elno f l r" �� s a l f ME7LANOS �V. 9� �C ..'� ' w/w iOle) ELL± LOT 2 yd 265.-1-23.3 / G %SETBAK �� 1 T 1�x=w..aµ^..` !` ,�.• •,. �� m � � .3 vWP Lands N/F y t o rn oNi Im Charles & Ethel Weeks ` LOT 1 L. 6557 P. 28 ®S?'t ACC ! ! '' R!kGGEDBY, _k gF t m PROP. VEGETATED L A GG'r zo2t - ( 1 •,� poet with c� g q !1 p N N, FOREBAY &INFAT ILTRION € °°d«9« nd 8 xtri° WELLt TP12 ��J 1411 / I �\ l BASIN (TYPICAL) / t a 1vo) �,.. /. W ;III • Z ` r : ' Z MAROL AWELL & �OHN QFONE,J R BY: VAN DUSEN & STEVES i LAND e e • .. t � DECE SEILAIS , fa j a nE Tto mere SURVEYORS BENC-MlAA I / .. 0 FL4CCED BY APA t a ff 9 � y \\ NAIL IN F91E ': ( oCT 2021 , r ri 10pe`'^ RVE_ retentionwol. t iif \\\\\\ - w_ � �:_ WELL j l � • / ti ' _ � _=F �! \\\\\\\ I� �111 -.. �y� g .• 11 E si 00, Ts ,�/y TP /i iS house \ \\\ w/wf t111 aQ. �ilL�S aE3 • al j3 nRs � � Y /, +S ,� 265.-1-70 IOU ancH x _ / / a� G _ Iwell Lands N/F (ww1 a•w oi" \ , ....-. __ st. r John Cifone "y0 ebge of woods 1. �Cifone Carol NBTIB'47eW wrro mce remons wEWi 407.94' L. 735 P16 N877647"W 40y wood stake t8B 4J' E AST OF BAY ROAD ADIROND ACE, PARK AGENCY LAND USE CLASSIFICATION LOW INTENSITY USE NOTE: TOWN OF QUEENSBUR`( \ FRESHW ATER W ETIANDS PERMIT FOR LOTS 1-4 FOR SITE WORK WITHiN 100-FT OF WETLANDS FWL APPLICATION 7- 265.-1-72 Lands N/F Richard A. Meyer L. 4884 P 172 OVERALL SUBDIVISION PLAN SCALE: 1 "=150' GRAPHIC SCALE 75 0 75 150 300 ( IN FEET ) ADDITIONAL SITE SOILS DATA - ADIRONDACK PARK AGENCY ?F N873044-Ip / A V 1 Y I -1 /- 11 N8725*34 w i` ,�y PARCEL 265.-1-23.1 PF ORIGINAL SITE SOILS DATA ,1 PROJECT 291682A � _� `, "�� i]f � gip` i /i ®j� • NOTE: TOWN OF QUEENSBURY, # a 26s.1-2-60 FRESHW ATER WETLANDS PERMIT 1 I *r �.r La's N/F FOR LOTS 6 & B FOR SITE WORK WITHIN 100-FT OF WETLANDS FWL APPLICATION 6-2022 Mann, Soils Soils PARCEL 23.2 November 3, November 3, 2021 NEWYORK Adirondack NoOvember 3, 021n, ' S€ATEUP OPPOPTUNITY park Agency Test Pit #12 (43.409995 N;-73.649465 W) LOT 3 Test Pit #15(43.4095 N;-73.643729 W) LOT 6 KATHY HOCHUL TERRY MARTINO Date: October 28, 2021 Mapped Soil Series: Oakville loamy fine sand Date: October 28, 2021 Governor Executive Direct°- Distance to nearest jurisdictional wetland > 100' Mapped Soil Series: Charlton fine sandy loam P2021-0215 Soils Data Distance to nearest existing or proposed well > 100' Distance to nearest jurisdictional wetland > 100' Distance to nearest existing or proposed well > 100' Distance to nearest water body > 100' Distance to nearest water body > 100' These data may be shared for use in onsite wastewater treatment system design. Depth to Seasonal High Groundwater Table = 25" Depth to bedrock or refusal > 50" Depth to Seasonal High Groundwater Table = 36" Depth of test pit = 50" Depth to bedrock or refusal > 60" Test Pit #11 (43.409901 N;-73.647126 W) LOTS 1 & 2 Slope < 3% Depth of test pit = 60" Slope < 8% Date: October 28, 2021 Acceptable System: Conventional Shallow Absorption Acce table S stem Conventional Shallow Absorption / Horizon Depth USDA Texture Redoxymorphic Munsell Color inches Features AID 0-9 Fine sandy loam 10yr 4/4, dark 1 No yellowish brown Bs 9-19 Fine sandy loam 10yr 5/6, yellowish No brown BC 19-23 Silt loam _ 10yr 6/3, pale No brown _ C 23 48+ Silty clay loam 10yr 5/3, pale Yes @ 25" (10yr brown 6/1, gray depletions; 5yr 5/8, yellowish red concentrations) P2021-0215; Mann, Soils November 3, 2021 Test Pit #14 (43.409886 N;-73.651063 W) ALLOWABLE ABSORPTION FIELD - SHALLOW Notes: Test Pit #11 was conducted in the approximate location shown on the attached Date: October 28, 2021 map. Mapped Soil Series: Oakville loamy fine sand BOTTOM OF TRENCH INSTALL DEPTH = 12" Distance to nearest jurisdictional wetland > 100' Given consistent of mapped soils and topographyin the vicinity,and the proximity of Distance to nearest existing or proposed well > 100' y PP P y Distance to nearest water body > 100' .LP-16 - 10128121 BY.' L.W.DOBIE P.E.the test pit location to the proposed property line, Test Pit #11 is sufficient to describe , Depth to Seasonal High Groundwater Table > 48" - LOT 7 soils for a proposed system on proposed Lot 1 and Lot 2. Depth to bedrock or refusal > 72" Depth of test pit = 72" 0-10" - TOPSOIL / FOREST DUFF Use of Test Pit #11 as a reference will require submission of professionally engineered Slope < 8% plans for a conventional standard absorption system. These plans are required as Acceptable System: Conventional Standard Absorption 10-32" -RED-BROWN MEDIUM SAND Mapped Soil Series: Oakville loamy fine sand Distance to nearest jurisdictional wetland > 100' Distance to nearest existing or proposed well > 100' Distance to nearest water body > 100' TEST PITS Depth to Seasonal High Groundwater Table > 48" Depth to bedrock or refusal > 72" Depth of test it = 72" TP-15 - 10/28/21 BY: L.W. DOBIE, P.E. p P Slope < 3% - LOT 6, LOWER PORTION Acceptable System: Conventional Standard Absorption 0-8" - TOPSOIL / FOREST DUFF 8-24" - RED -BROWN MEDIUM SAND 24-36" - BROWN MEDIUM SAND 36-60" - GRAY -BROWN FINE SAND LIGHT SEEPAGE @ 36", MOTTLING @ 36" DESIGN BOUNDARY CONDITION @ 36" Horizon Depth USDA Texture Munsell Color Redoxymorphic inches Features AID 0-11 Fine sand 10yr 3/4, dark No yellowish brown Bs 11-22 Fine sand 10yr 6/8, brownish No yellow BC 22-31 Fine sand 10yr 6/4, light No yellowish brown �Ct3l-48+ Fine sand _ 1Oyr 6/3, pale No brown part of a complete application. 32-48" - BROWN MEDIUM SAND P2021-0215; Mann, Soils 48-72" - GRAY -BROWN FINE SAND November 3, 2021 DRY ENTIRE DEPTH, NO BOUNDARY CONDITION ENCOUNTERED Test Pit #13 (43.409934 N;-73.649225 W) LOT 3 Date: October 28, 2021 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL Mapped Soil Series Oakville loamy fine sand LOT 4 Horizon Depth USDA Texture Munsell Color Redoxymorphic inches Features Ap 0-10 Fine sandy loam 10yr 3/3, dark No brown Bs 10-20 Sand _ 10yr 6/4, light No yellowish brown _ C 20-48+ Sand 10yr 6/3, pale No brown Distance to nearest jurisdictional wetland > 100' BOTTOM OF TRENCH INSTALL DEPTH = 24 Distance to nearest existing or proposed well > I OU Notes: Test Pit 414 was conducted in the approximate location shown on the attached Distance to nearest water body > 100' map. TP-17 - 10128121 BY L.W. DOBIE, P.E. Depth to Seasonal High Groundwater Table = 24" Depth to bedrock or refusal > 50" Installation of an OSWTS using Test Pit #14 as a reference requires submission of -- LOT 6 Depth of test pit = 50" professionally engineered plans for a conventional standard absorption system. Slope < 3% 0-8" -TOPSOIL FOREST DUFF These plans are required as part of a complete application. Acceptable System: Conventional Shallow Absorption 8-30" - RED -BROWN MEDIUM SAND Notes: Test Pit #13 was conducted in the approximate location shown on the attached 30-42" BROWN MEDIUM SAND map, approximately 60' east of Test Pit #12. As the profile was nearly identical to Test 42-65" - GRAY -BROWN FINE SAND Pit #12, a full description was not recorded. MOTTLING @ 42" Test Pit #13 should be used in conjunction with Test Pit #12, using 24" as the depth to > seasonal high groundwater for a system in this location. Submission of professionally DESIGN BOUNDARY CONDITION @ 42' engineered plans for a conventional shallow absorption system is required as part ALLOWABLE ABSORPTION FIELD - SHALLOW of a complete application. BOTTOM OF TRENCH INSTALL DEPTH = 18" TP-18 - 10128121 BY. L.W. DOBIE, P.E. ADDITIONAL SITE SOILS DATA ADDITIONAL SITE SOILS DATA - LOT 6 PERCOLATION TESTS 0-8" - TOPSOIL / FOREST DUFF PT-1 - 10128121 BY: L.W. DOBIE, P.E. 8-34" - RED -BROWN MEDIUM SAND STABILIZED PERCOLATION RATE: 34-48" - BROWN MEDIUM SAND 3 MINUTES, 30 SECONDS PER INCH 48-70" - GRAY -BROWN FINE SAND MOTTLING @ 48" PT-2 - 10128121 BY. L.W. DOBIE, P.E. DESIGN BOUNDARY CONDITION @ 48" STABILIZED PERCOLATION RATE: ALLOWABLE ABSORPTION FIELD - CONVENTIONAL 3 MINUTES, 15 SECONDS PER INCH BOTTOM OF TRENCH INSTALL DEPTH = 24" Instr # 2023-3000068 2023583257�_ �5 J 09/25/2023 02:38:43 PM (� 1 Pages MAP o.....oh I X1--- I AAr,�ro., r� Roark Gil Pn - LOT 3 TP-21 -- 6128123 BY: L.W. DOBIE, P.E. 0-4" - TOPSOIL / FIELD GRASS 4-48" - RED -BROWN MEDIUM SAND & GRAVEL 48-80" - GRAY -BROWN FINE & MEDIUM SAND NO BOUNDARY CONDITION ENCOUNTERED ALLOWABLE ABSORPTION FIELD - CONVENTI0NAL BOTTOM OF TRENCH INSTALL DEPTH = 24" PERCOLATION TEST PT-21 -. 6/28/23 BY. L.W. DOBIE, P.E. STABILIZED PERCOLATION RATE: 3 MINUTES PER INCH P y Notes: Test Pit #15 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. Test Pit #16 (43.407898 N;-73.643383 W) LOT 7 Date: October 28, 2021 Mapped Soil Series: Charlton fine sandy loam Distance to nearest jurisdictional wetland > 100' Distance to nearest existing or proposed well > 100' Distance to nearest water body > 100' Depth to Seasonal High Groundwater Table > 48" Depth to bedrock or refusal > 72" Depth of test pit = 72" Slope = 15% Acceptable System: Conventional Standard Absorption Notes: Test Pit #16 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. Test Pit #17 (43.409252 N;-73.643425 W) Notes: Test Pit #17 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. Test Pit #18 (43.40982 N;-73.643688 W) Notes: Test Pit #18 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. WASTEWATER ABSORPTION TRENCH INSTALLATION SCHEDULE PARCEL BOUNDARY MAXIMUM TRENCH CONDITION INSTALLATION DEPTH LOT 1 > 48" 24" LOT 2 > 48" 24" LOT 3 24" AT GRADE LOT 4 > 48" 24" LOT 5 48" 24" LOT 6 48" 24" LOT 7 > 48" 24f' LOT 8 > 48" 24f` LOT 3 STREAM CROSSING NOTE NYSDEC ARTICLE 15 PROTECTION OF WATERS PERMIT AND U.S. ARMY CORPS OF ENGINEERS PERMIT REQUIRED TO BE OTAINED PRIOR TO CONSTRUCTION OF STREAM CROSSING LOTS 4 & 5 DRIVEWAY NOTE HIGHWAY RIGHT-OF-WAY WORK PERMIT REQUIRED FOR DRIVEWAY CURB CUTS &CULVERT INSTALLATIONS PRIOR TO BEGINNING WORK ON THOSE LOTS LOT 5 NYSDEC SPDES NOTE IF LOT 5 IS DEVELOPED AS SHOWN, WITH DISTURBANCES WITHIN USDA ''Err CLASSIFIED SOILS, AN INDIVIDUAL SPDES PERMIT WILL BE REQUIRED FROM NYSDEC PRIOR TO BEGINNING WORK ON LOT 5 11 E 6 265.-1-72 Lands N/F Richard A. Meyer L. 4884 P. 172 j 11 �r 1 PROP.14NY DRIVE 1 / r i /• Ste(pfWn F. Preuss / & Ki rsitin A. Preuss L.1 14279 P. lot 1Hill WELD 1/W_+ I Wwf q wAY�� IPF if T% ' F I L I A L— d 1111266 I,ralLa I Ilfll/II Illlilfi DianaS. a inkevicius ; -1i L. 57 222 I WELL.* oil, II, IPA � I I i t i� E I1; 266.3-1-48 CS ��°' Il I Lands N WELLt Ueremy R. S rp l�yQs 0. J sep 5571 P. 95 Illllli ILJ� WnYfoa— acur.o.Q..W- 266.3-1-47 Lands N/F Lixbeth S. Hou Randy S. Ho gh L. 862 P 2 4 TEST PITS TP-1 - 12112120 BY: L.W. DOBIE, P.E. TP-5 - 12112120 BY: L.W. DOBIE, P.E. - LOT 5, LOWER PORTION - LOT 3, HOUSE SITE 0-10" - TOPSOIL 0-6" - TOPSOIL / FOREST DUFF 10-28" - RED -BROWN MEDIUM SAND 6-36" - MEDIUM BROWN LOAM 28-48" - BROWN MEDIUM SAND 36-72" - MEDIUM BROWN SILT LOAM 48-62" - GRAY -BROWN GRAVELLY SAND, WET SOME CLAY, MOTTLED ROOTS TO 48" WATER AT 56" WATEF AT 54" BOUNDARY CONDITION @ 48" BOUNDARY CONDITION @ 36" _LP-2 - 12112120 BY: L.W. DOBIE, P.E. LOT 3 ALL:''WABLE ABSORPTION FIELD - SHALLOW - LOT 5, MIDDLE PORTION BOTTOM OF TRENCH INSTALL DEPTH = 12" 0-8" - TOPSOIL 8-36" - RED -BROWN MEDIUM SAND TP-6 - 12112120 BY. L.W. DOBIE, P.E. 36-64" - BROWN MEDIUM .SAND - LOT 3, HOUSE SITE ROOTS TO 48" DRY ENTIRE DEPTH, 0-4" - TOPSOIL / FOREST DUFF NO BOUNDARY CONDITION 4-30" - BROWN FINE LOAMY SAND LOT 5 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL 30-50" - MEDIUM BROWN LOAM ROOTS TO 30", MOIST AT 50" TP-3 - 12112120 BY L.W. DOBIE, P.E. BOUNDARY CONDITION @ 30" - LOTT1, MIDDLE PORTION 0-10" - TOPSOIL LOT 3 ALLOWABLE ABSORPTION FIELDSHALLOW 10-24" - ORANGE -BROWN FINE SAND BOTTOM OF TRENCH INSTALL DEPTH = 6" 24--74" - BROWN FINE -MEDIUM .SAND NO BOUNDARY CONDITION TP-7 - 12112120 BY. L.W. DOBIE, P.E. LOT 1 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL - LOT 4, HOUSE SITE TOPSOIL TP-4 12/12/20 BY. L.W. DOBIE, P.E. 8-36" - RED -BROWN MEDIUM SAND - LOT 2, MIDDLE PORTION 36-72" - BROWN MEDIUM SAND 0-8" - TOPSOIL ROOTS TO 36", NO BOUNDARY CONDITION 8-26" - ORANGE -BROWN FINE SAND 26-76" - BROWN FINE -MEDIUM SAND LOT 4 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL NO BOUNDARY CONDITION LOT 2 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL TP-8 - 12/12/20 BY: L.W. DOBIE, P.E. TAX MAP # 265.-1-23.1 TOWN OF QUEENSBURY SUB 5-2022, AV 18-2022, FWL 7-2022 ADIRONDACK PARK AGENCY PROJECT 2021-0215 TAX MAP # 265.-1-23.2 TOWN OF QUEENSBURY SUB 4-2022 AV 19-2022 FWL 6-2022 - PARCEL 23.2 - LOT 8 0-1 D" TOPSOIL / FOREST DUFF 10-38" - RED -BROWN MEDIUM SAND 38-50" - BROWN MEDIUM .SAND 50-72" - GRAY -BROWN FINE SAND DRY ENTIRE DEPTH, ROOTS TO 38" QF NEW y� ' ' DESIGN BOUNDARY CONDITION @ 50" PARCEL 23.2 ALLOWABLE ABSORPTION FIELD - CONVEN77ONAL TTOM OF TRENCH INSTALL DEPTH = 24' y ADIRONDACK PARK AGENCY ® �1 PROJECT 2021 0215 f 1415 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED 266.3-1®-46 Lands N/F Deborah A. Gece C OWNERS - APPLICANTS L. 4012 '9°JEFFREY & JOANNE MANN P.O. BOX 4071 QUEENSBURY, NY 12804 (518) 361-2013 266.3-1-45 Lands N/F Zachary F. Jordan I L. 5811 P 153 Dig ®Safely. PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 11 APPROVAL DRAWINGS 8/8/2023 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11/2023 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023 8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY 4/5/2023 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11/11/2022 6 RE -ISSUED TO TOWN OF QUEENSBURY PB 11/10/2022 5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4/14/2022 4 RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021 3 FIRST SUBMISSION TO ADIRONDACK PARK AGENCY 9/17/2021 2 RE -ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 7/19/2021 1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 10/28/2020 265--1-73J1 Lands N/F N8335'05`:W a a �/ e W 'd I o r 0 ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE 10/15/2020 Jeremy James Entwi ;le [M Call Before You Dig N o Revisions D a t e & Cassie Elaine Leort rd o � Wait The Required Time OVERALL SUBDIVISION PLAN L. 5789 P. 192 _ 10 Confirm Utility Response PARCEL 265.-1-23.2 179 Respect The Marks j Dig With Care PROJECT 291682B 800-962-7962 prepared For: www.digsafelynev,fyork.com Jeffrey & Joanne Mann MAP REFERENCE Bay Road & Pickle Hill Road THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF THE MAIN SHARED ROAD BASE SURVEY INFORMATION TAKEN FROM: "MAP Town of Queensbury, Warren County, NY AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. OF A SUBDIVISION MADE FOR JEFFREY D. DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN MANN" Drawn: LWD Checked: GTH Scale: 1"=150' Date: 9/25/20 169 Hoviland Road GQ 291682A-01-S2 COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS PREPARED BY: RUSSELL E. HOWARD LICENSED TYPICAL FOR THE FOOTPRINTS SHOWN. IT IS ARE CONCEPTUAL IN DESIGN AND ARE LAND SURVEYING, HUDSON FALLS, NY, DATED Queensbury, NY 12804 RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNERIBUILDER TO OBTAIN THE NECESSARY APRIL 15, 2021, LAST REVISED JULY 19, 2021 (518) 745-0307 Phone �916028'®�'S� APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. Hutchins Engineering P L L 518 7�`,�5-0308 Fax ZONING REQUIREMENTS TOWN OF QUEENSBURY RR- 3A - RURAL RESIDENTI AL 3-ACRE MINIMUM LOT SIZE - 3-ACRES FRONT SETBACK - W0' SIDE SETBACKS - 7 5' RE AR SETBACK - 100, SHORELINE SETBACK - 7 5' BUILDING HEIGHT - 35' LOT WIDTH - 40U RO AD FRONT AGE - 400' PERCENT PERMEABLE - 7570 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 Applies This standard applies to all construction activities involved with ongoing land disturbance and exposure between November 15`I' to the following April I". Design Criteria 1. 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 h g east at 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 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. & 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 I 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. Ifthe site will not have earth disturbingactivities ongoing during "winter 0 o d r n the to season" all g g g , 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. November 2016 Page 2.38 New York State Standards and Specifications For Erosion and Sediment Control WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE HOUSE DRAINAGE DITCH WATERBODIES SEPTIC TANK 10, 10, 10, 50' ABSORPTION FIELD 10, 20' 20' 100, (TOE OF FILL) WASTEWATER SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPING TO BE 4" SDR-35 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE EFFLUENT SEWER PIPING TO BE 4" SDR-35 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE ABSORPTION TRENCH PERFORATED PIPE PIPING TO BE 4" PERFORATED PVC WASHED STONE STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE FILTER FABRIC FILTER FABRIC TO BE TENCATE MIRAFI 140N OR EQUIVALENT 4 OZ/SY MINIMUM BACKFILL MATERIAL BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3" TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA, SEED, MULCH, AND ESTABLISH TURF Dig OSafely. OWNERS - APPLICANTS New York JEFFREY & JOANNE MANN El Call Before You Dig El Wait The Required Time j P.O. BOX 407 i E] Confirm Utility Response 0 Respect The Marks CDi T QUEENSBURY, NY 12804 El Dig With Care 800-962.7962 (518) 361-2013 www.digsafelynewyork.com 7 stream A } fl�w�� FUDGED BY UVJU' NUTCNINS ENGINEERIµINeGt area r A, 265.-1-23 3 Lands N/F a Charles & Ethel Weeks 3 L. 6557 P. 28 R t/l w/W LOCA770N h ,N PER T.O.Q. OP2003-407 / IIIII ' t �{ cn T transformer -meter box 9- ooncrete 8 Pad retention . wall n Ln house deck well N87'80'44-W THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF THE MAIN SHARED ROAD AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN, IT IS RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. WASTEWA TER SYSTEM COMPONENT SCHEDULE SITE PLAN COMPONENT SIZING & MATERIAL SYMBOL A HOUSE SEWER PIPE 4" SDR-35 OR SCH-40 PVC 1250 GAL PRECAST CONCRETE B SEPTIC TANK - ALTERNATIVE SIZING PER WASTEWATER SYSTEM SIZING SCHEDULE C EFFLUENT SEWER PIPE 4" SDR-35 OR SCH-40 PVC D DISTRIBUTION BOX (6) HOLE PRECAST CONCRETE (4) PIPE -IN -STONE TRENCHES @ E ABSORPTION FIELD 60' EACH - ALTERNATIVE SIZING PER WASTEWATER SYSTEM SIZING SCHEDULE 100% FUTURE F REPLACEMENT SAME AS ABSORPTION FIELD ABSORPTION FIELD P EFFLUENT PUMP 500 GAL PRECAST CONCRETE STATION W/DUPLEX PUMPS FM EFFLUENT FORCE MAIN 2" HDPE SDR-11 OR 2 PVC SDR-26 'e AREA VARIANCE SUMMARY - --- TOWN OF QUEENSBURY ZONING CODE, CHAPTER 179 ;C PROP. IV, HDPE CULVERT SECTION 179-3-040 A. (2) -RURAL RESIDENTIAL DISTRICT 1" PROP, I6'W SHARED DRIVE J PROP. CLEARING WELL & W/W LOCATIONS7PER: MAP OF A SURVEY MADE FOR ROAD FRONTAGE u LIMITS (TYPICAL) CHARLESJEFFREYIQCE BY: VAN DUSEN & SIEVES - 400' REQUIRED 265.-1-69 1 LAND SURVEYORS Lands N/F j JULY23, 1988 -LOT 6: O' PROPOSED, 400' OF RELIEF REQUESTED PostI� . u defground Barnes REVISED: 9-20 88 i -LOT 7; 0' PROPOSED, 400' OF RELIEF REQUESTED elea la W/W& WEllf -LOT 8: 57.86PROPOSED, 342.14' OF RELIEF REQUESTED I a PROP. LIMITS OF DISTURBANCE TOWN OF QUEENSBURY STORMWATER MANAGEMENT CODE, CHAPTER 147 a FOR LOTS 6, 7 & B = 2B2,200 SF = 6AB-AC SECTION 147-9 - PERFORMANCE AND DESIGN CRITERIA... J r I RELIEF FROM NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL '> --- - HORIZONTAL SEPARATION FOR INFILTRATION DEVICES FROM fence st --'�-- post with WATERBODIES STREAMS WETLANDS WELLS Iunderground I electrw WELLf - 100-FT REQUIRED, 50-FT PROPOSED, 50-FT OF RELIEF REQUESTED WELL&W LOCATIONS PER: MAP OF SURVEY MADE FOR CAROL. & 10HN CIFONE,IR. VERTICAL SEPARATION FOR INFILTRATION DEVICES FROM 3 'A iQ t BY: VAN DUSEN & SIEVES LAND SURVEYORS SEASONAL HIGH GROUNDWATER , DECEMBE - 3-FT REQUIRED, 2-FT PROPOSED, 1-FT OF RELIEF REQUESTED j WELL+ WELf ' DENSITY CALCULATION ,,,,�`, PROP.VEGETATED `W/Wf DETENTION AREA ( PARCEL AREA - 17.14-AC STORM BASIN (TYPICAL) 265.-1-70 AREAS > 20D/o SLOPES = 6.57-AC T . 4- 8r /F 25' DRIVEWAY EASEMENT AREA FOR ACCESS (1450 LF) = 0.83-AC WIDEN DRIVE TO 20' • EVERY SOW FOR A AVAILABLE DENSITY = 17.14 - 6.57 - 0.83 = 9,74-AC Ij LNEGTH OF SW MIN FOR EMERGENCY VEHICLE ACCESS 9,74-AC / 3 AC/LOT = 3.25-LOTS ALLOWED RF N87i534-W IPF i .84 PROP. LIMIT OF DISTURBANCE st > s �! ®�r•` FOR LOT 6 = 65,500 SF = 1.5-AC TBAC PROP. SEDIMENT I` yN CONTROL FENCE (TYPICAL) {� i l t c �`� f• li � , 266.1-2-60 lei Lands N/F Stephen F. Preuss 1` /0 r, & A., tin A. Preuss 1 L•i i �79 P. 101 WELD I f pj W/W.+ \fir $ - t WAV LOCAT70N PROP, 14'W DRIVE -�' r I ' 1 { t PER TO..Q. SP2011-168 r i I i i ~ / L I- IPF 4. ( { 1 NAL IN 1 !liki I PROP. LIMIT OF DISTURBANCE FOR LOT 7 = 62,200 SF = 1.43-AC 9.17' � I 1 N, W tlllll /W III I w LoraTroN nv 1 2 59 p f { PER T.0. !?P 2011-368 fill/ La s /F 411 / Diana S. a inkevi L. 57 cius m 222 r U i I I t j Nrrr o O ( I WELLt � o � /Ft�1 � I " gPr PROP. I41N DRIVE •w ' I, f !LO l € { I 266.3-1-48 I r , ' y! .N09 Lands N WELLf oemy R. S rp 8i 11 1IV�ames 0. J sep ( I IIIIIJ� 55.1 P. 95 IIII(T�I 265.-1-72 j ID `a Lands N/F w^V LO°17ON Richard A. Meyer I: Prar.o.Q.�� L. 4884 P. 172 1 { IPF 724' -E' tI J40 PROP.'20'W x50'L [ f EMERGENCY VEHICLE 266.3-1-47 Lizbeth S. o u H Randy S. Ho gh { i L. 862 P. 2 4 h Al h = EI PROP,14'W DRIVE co l i er l IPF PROP, LIMIT OF DISTURBANCE FOR SHARED DRIVE & LOT B DRIVE = 126,500 SF = 2,9-AC 266.3-1-46 l ` ' t i $ Lands N/F Deborah A. Gece icz P # t L. 4012 P. 6 PROP, LIMIT OF DISTURBANCE FOR LOT B = 28,000 SF ® 0,64-AC �.. i IPF OVERALL SUBDIVISION PLAN I -' SCALE: 1 "=120' Q„SETB �K 266.3-1-45 GRAPHIC SCALE �t sv I' ` Lands N/F Zachary F. Jordan 60 0 30 60 120 240 248. 78' L. 5811 P. 153 265.-1-73.11 t,Rl- N8543.55-W stone wal - IN FEE Lands N/F N88's5%J5''IN i ) WASTEWATER ABSORPTION TRENCH INSTALLATION SCHEDULE PARCEL BOUNDARY CONDITION MAXIMUM TRENCH INSTALLATION DEPTH LOT 6 48" 24" LOT 7 > 48" 24" LOT 8 > 48" 24" ADDITIONAL SITE SOILS DATA TEST PITS TP-17 - 10128/21 BY L.W. OOBIE, P.E. TP-15 - 10128121 BY.• L.W. OOBIE, P.E. - LOT 6 - LOT 6, LOWER PORTION 0-8" -- TOPSOIL / FOREST DUFF 0-8" TOPSOIL / FOREST DUFF 8-30" - RED -BROWN MEDIUM SAND - 8-24" RED -BROWN MEDIUM SAND 30 42" BROWN MEDIUM SAND 24-36" - BROWN MEDIUM SAND 42-65" - GRAY -BROWN FINE SAND - - 36 60" GRAY -BROWN FINE SAND MOTTLING © 42" LIGHT SEEPAGE ® 36", MOTTLING © 36" DESIGN BOUNDARY CONDITION @ 42" DESIGN BOUNDARY CONDITION @ 36" ALLOWABLE ABSORP71ON FIELD - SHALLOW BOTTOM OF TRENCH INSTALL DEPTH = 18" ALLOWABLE ABSORP77ON FIELD - SHALLOW BOTTOM OF TRENCH INSTALL DEPTH = 12" TP-18 - 10/28/21 BY L.W. DOB/E, P.E. - LOT 6 TP-16 - 10128121 BY, L.W. DOBIE, P.E. 0-8" - TOPSOIL / FOREST DUFF m LOT 7 8-34" - RED -BROWN MEDIUM SAND 0--10" - TOPSOIL / FOREST DUFF 34-48" --- BROWN MEDIUM SAND 10-32" - RED -BROWN MEDIUM SAND 48-70" - GRAY -BROWN FINE SAND 32-48" -- BROWN MEDIUM SAND MOTTLING ® 48" 48-72" - GRAY -BROWN FINE SAND DESIGN BOUNDARY CONDITION @ 48" DRY ENTIRE DEPTH, ALLOWABLE ABSORPTION FIELD - CONVENTIONAL NO BOUNDARY CONDITION ENCOUNTERED BOTTOM OF TRENCH INSTALL DEP7H = 24" ALLOWABLE ABSORP77ON FIELD - CONVENTIONAL BOTTOM OF TRENCH INSTALL DEPTH = 24" ADDITIONAL SITE SOILS DATA LOT 6 PERCOLATION TEST iDF NEW PT-20 - 1013122 BY. HUTCHINS ENGINEERING PLLC STABILIZED PERCOLATION RATE: P2021-0215; Mann, Soils PARCEL 23.2 November 3, 2021 Test Pit #15 (43.4095 N;-73,643729 W) LOT 6 Date: October 28, 2021 Mapped Soil Series: Charlton fine sandy loam Distance to nearest jurisdictional wetland > 100' Distance to nearest existing or proposed well > 100' Distance to nearest water body > 100' Depth to Seasonal High Groundwater Table = 36" Depth to bedrock or refusal > 60" Depth of test pit = 60" Slope < 8% Acceptable System: Conventional Shallow Absorption Notes: Test Pit #15 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. Test Pit #16 (43.407898 N:-73.643383 W) LOT 7 Date, October 28, 2021 Mapped Soil Series: Charlton fine sandy loam Distance to nearest jurisdictional wetland > 100' Distance to nearest existing or proposed well > 100' Distance to nearest water body > 100' Depth to Seasonal High Groundwater Table > 48" Depth to bedrock or refusal > 725' Depth of test pit = 72" Slope = 15% Acceptable System: Conventional Standard Absorption Notes: Test Pit #16 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. Test Pit #17 43.409262 N--73.643426 W ( ) Notes: T Pi #17 was conducted in the approximate location shown on the attached otes Test t s pp map. Full data were collected by engineer Lucas Dobie. Test Pit #18 (43.40982 N;-73.643688 W1 Notes: Test Pit #18 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie, LOT 8 TEST PIT TP-8 - 12112120 BY: L.W. OOBIE, P.E. - PARCEL 23.2 - LOT 8 0-10" - TOPSOIL / r-OREST DUFF 10-38" RED -BROWN MEDIUM SAND 38-50" - BROWN MEDIUM SAND 50-72" - GRAY -BROWN FINE SAND DRY ENTIRE DEPTH, ROOTS TO .38" DESIGN BOUNDARY CONDITION @ 50" ALLOWABLE ABSORPTION FIE'. ) - CONVEN7708L BOTTOM OF TRENCH INSTALL DEPTH = 24" TAX MAP # 265.4 -23.2 d co co o 0 00 4? M p M N N N N N LO N Q W ai o lM --- U 4 MINUTES, 55 SECONDS PER INCHH - TOWN OF WUEENZ5BURY `� 0, INFILTRATION TEST i M^J SUB 4-2022' AV 19-2022' FWL 6-2022 In IT-20 - 1013122 BY: HUTCHINS ENGINEERING PLLC ip U1CU INFILTRATION RATE: 40 INCHES PER INCH � �+Co A ,� RoFFSS'�"�` ADIRONDACK PARK AGENCY N a PROJECT 2021-0215 LOT 7 I 'e PERCOLATION TEST ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PT-21 - 1013122 BY: HUTCHINS ENGINEERING PLLC PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. STABILIZED PERCOLATION RATE: 11 APPROVAL DRAWINGS 8/8/2023 3 MINUTES PER INCH 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11/2023 INFILTRATION TEST 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023 IT-21 - 1 D/3/22 BY: HUTCHINS ENGINEERING PLLC INFILTRATION RATE: 72 INCHES PER INCH 8 RE -ISSUED TO ADIRONDACK PARK AGENCY &TOWN OF QUEENSBURY 4/5/2023 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11/11/2022 LOT 8 6 RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD 11/10/2022 PERCOLATION TEST 5 RE -ISSUED TO TOWN OF QUEENSBURY PB & ZBA 6/15/2022 PT-22 - 1013122 BY: HUTCHINS ENGINEERING PLLC 4 ISSUED TO TOWN OF QUEENSBURY PB &ZBA 4/14/2022 STABILIZED PERCOLATION RATE: 4 MINUTES PER INCH 3 RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021 INFILTRATION TESTS N o• Revisions D a t e IT-22 - 1013122 BY. HUTCHINS ENGINEERING PLLC INFILTRATION RATE: 105 INCHES PER INCH OVERALL SUBDIVISION FLAN - LOTS 6-8 IT-23 - 1013122 BY: HUTCHINS ENGINEERING PLLC prepared for: INFILTRATION RATE: 99 INCHES PER INCH Jeffrey &Joanne Mann MAP REFERENCE Bay Road & Pickle Hill Road BASE SURVEY INFORMATION TAKEN FROM: "MAP Town of Queensbury, Warren County, NY OF A SUBDIVISION MADE FOR JEFFREY D. MANN" Drawn: LWD Checked: GTH Scale: 1"=120' Date: 9/25/20 PREPARED BY.• RUSSELL E. HOWARD LICENSED 169 Hoviland Road LAND SURVEYING, HUDSON FALLS, NY, DATED Queensbury, NY 12804 291682B-Ol ®S3 APRIL 15, 2021, LAST REVISED JULY 19, 2021 (518) 745-0307 Phone Hutchins Engineering PLLC 518 745-0308 Fax SITE SOILS DATA -ADIRONDACK PARK AGENCY P2021-0215' Mann, Soils PARCEL 23.2 November 3, 2021 Test Pit #15 (43.4095 N;-73.643729 W) LOT 6 Date: October 28, 2021 Mapped Soil Series: Charlton fine sandy loam Distance to nearest jurisdictional wetland > 100' Distance to nearest existing or proposed well > 100' Distance to nearest water body > 100' Depth to Seasonal High Groundwater Table = 36" Depth to bedrock or refusal > 60" Depth of test pit = 60" Slope < 8% Acceptable System: Conventional Shallow Absorption Notes: Test Pit #15 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. ADDITIONAL SITE SOILS DATA TEST PITS TP-15 -- 10128121 BY L. W. DOBIE, P.E. — LOT 6, LOWER PORTION 0-8" — TOPSOIL / FOREST DUFF 8-24" — RED —BROWN MEDIUM SAND 24-36" — BROWN MEDIUM SAND 36-60" — GRAY —BROWN FINE SAND LIGHT SEEPAGE @ 36", MOTTLING @ 36" DESIGN BOUNDARY CONDITION ® 36" ALLOWABLE ABSORPTION FIELD SHALLOW BOTTOM OF TRENCH INSTALL DEPTH = 12" TP-18 T 10128121 BY, L.W. OOBIE, P.E, a LOT 6 0-8" — TOPSOIL / FOREST DUFF 8-34" — RED —BROWN MEDIUM SAND 34-48" — BROWN MEDIUM SAND 48-70" — GRAY —BROWN FINE SAND MOTTLING ® 48" DESIGN BOUNDARY CONDITION @ 48" ALLOWABLE ABSORPTION FIELD CONVENTIONAL BOTTOM OF TRENCH INSTALL DEPTH = 24" TP-17 — 10128121 BY, L.W. DOBIE, P.E. LOT 6 0-8" — TOPSOIL / FOREST DUFF 8-30" — RED —BROWN MEDIUM SAND 30-42" — BROWN MEDIUM SAND 42-65" — GRAY —BROWN FINE SAND MOTTLING @ 42" DESIGN BOUNDARY CONDITION © 42" ALLOWABLE ABSORPTION FIELD — SHALLOW BOTTOM OF TRENCH INSTALL DEPTH = 18" ADDITIONAL SITE SOILS DATA PICKLE HILL ROAD 87a16'24"E 400, DO' stream inFLAGGED BY '' PROP, DOUBLE SEDIMENT HUTCHINS CONTROL FENCE RING 50' W I L SETBACK FOR —� SMP INFILTRATION area DEVICES AS APP'VD BY T.O.Q. ZBA 3 PROP.FBD2' a) VEG. FOREBAY i PROP° ROCK OUTLET WEIR & t N, PVC LOW OUTLET PIPE a PROP. ROCK - -C7 OUTLET WEIR �" h o PROP. COLD WEATHER INFILTRATION TRENCH WLF PROP. IBD2 VEG, INFIL. BASIN 265, — 1- 23, 3 �t Lands N/F WLF Charles �c xut� Ethel Weeks INST ALL ST ABILIZED �8 CONSTRUCTION ENTRANCE DURING INITIAL SITE WORK f tj_ C1- PROP. IT, HDPE CULVERT, 40 LF INV. 1 = 47B.5 INV. 2 = 477.5 C2 - PROP.101, HDPE r WLF CULVERT, 40 LF INV.1 = 47B.5 t INV. 2 = 476 PROP. IBDI VEG. DET. BASIN #'I �F I ; PROP. FBDl "6 5, — y� (� 1-- U J r 2 `� "I VEG. FOREBAY C3- PROP. is" HOPE Is �r N/1' I CULVERT, 40LF IF / Post with p INV. I = 47B trne s „ \\\ w uncle grot-INV.2=477 elec ric L. 6557 P 28 WLFi I ' / LOT 6 PERCOLATION TEST PT-20 - 1013122 BY.. HUTCHINS ENGINEERING PLLC STABILIZED PERCOLATION RATE. W/WLOCATION 4 MINUTES, 55 SECONDS PER INCH PER T.0.Q. BP 2003-407 INFILTRATION TEST IT-20 — 1013122 BY: HUTCHINS ENGINEERING PLLC INFILTRATION RATE: 40 INCHES PER INCH IIIII i SITE DEVELOPMENT DATA LOT 6 LOT AREA 1671300 SF = 3, 84-AC SITE FEATURE IMPERVIOUS AREA HOUSE 3400 SF DRIVE 7450 SF TOTAL 10,850 SF PERCENT IMPERVIOUS 6.5% PERMEABILITY 93.5% WASTEWATER SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPING TO BE 4" SDRJ35 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE EFFLUENT SEWER PIPING TO BE 4" SDR--35 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE ABSORPTION TRENCH PERFORATED PIPE PIPING TO BE 4" PERFORATED PVC WASHED STONE STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE FILTER FABRIC FILTER FABRIC TO BE TENCATE MIRAFI 140N OR EQUIVALENT 4 OZ/SY MINIMUM BACKFILL MATERIAL BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN .3" TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA, SEED, MULCH, AND ESTABLISH TURF Dig 'Safely. NewYork 0 Call Before You Dig 0 Wait The Required Time El Confirm Utility Pasponse Lam, Respect The Marks Dig With Care 800-962.7962 www.digsafelynewyork.com I I I I I IAIAA,.J� WASTEWATER ABSORPTION TRENCH INSTALLATION SCHEDULE PARCEL BOUNDARY CONDITION MAXIMUM TRENCH INSTALLATION DEPTH LOT 6 48" 24" WASTEWA TER SYSTEM COMPONENT SCHEDULE SITE PLAN COMPONENT SIZING & MATERIAL SYMBOL -- A HOUSE SEWER PIPE 4" SDR-35 OR SCH-40 PVC 1250 GAL PRECAST CONCRETE B SEPTIC TANK - ALTERNATIVE SIZING PER WASTEWATER SYSTEM SIZING SCHEDULE C EFFLUENT SEWER PIPE _ 4" SDR-35 OR SCH-40 PVC D DISTRIBUTION BOX (6) HOLE PRECAST CONCRETE (4) PIPE -IN -STONE TRENCHES @ 60' E ABSORPTION FIELD EACH - ALTERNATIVE SIZING PER WASTEWATER SYSTEM SIZING SCHEDULE 100% FUTURE F REPLACEMENT SAME AS ABSORPTION FIELD ABSORPTION FIELD PROP. TW x TO STONE I COBBLE I FILLED DRIVESIDE ^ SIW CONVEYANCE CoWLF1 TRENCH TO STORM BASIN Q¢WL IWLF I PROP. SEDIMENT -� CONTROL FENCE (TYPICAL) `` 211.60' IPF N8 7 025'34 "W I PROP. FBD4 VEG.FOREBAY \ PROP. ROCK OUTLET \\\ WEIR & (2) 4" PV C LOW OUTLET PIPES PROP. COLD WEATHER -� INFILTRATION TRENCH PROP, IBD4 - VEG. INFIL. BASIN C7 - PROP. IT' HDPE CULVERT, 60 LF INV .1 = 501 INV. 2 = 494 PROP. ROCK OUTLET WEIR W I4" PVC LOW OUTLET PIPE PROP.IBD5 VEG. INFIL. BASIN PROP. COLD WEATHER INFILTRATION TRENCH PROP.ROCK OUTLET WEIR PROP. FBDS VEG.FOREBAY WIDEN DRIVE TO 2W EVERY 500' FOR A LENGTH OF SW MIN FOR EMERGENCY VEHICLE ACCESS PROP, TNN x TO - STONE I COBBLE FILLED DRIVESIDE SIW CONVEYANCE TRENCH TO STORM BASIN WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE HOUSE DRAINAGE DITCH WATERBODIES SEPTIC TANK 10, 10, 10, 50' ABSORPTION FIELD (TOE OF FILL) 10' 20' 20' 100' PTUN. 14 W GRAVEL OR ASPHALT PAVEMENT DRIVE TOPSOIL, SEED & INSTALL EROSION CONTROL BLANKETS ON FILL SLOPE, NORTH AMERICAN GREEN, S75BN OR EQUAL PROP. SEDIMENT CONTROL FENCE (TYPICAL) Lo ` 0 C4 - PROP. 15' HDPE CULVERT, 40 LF •, INV. 1 = 4B6 TM n INV. 2 = 4B5 1 it I 1 I I i W/W t I I I I I I I I I I PRUP.1VW GRAVEL OR �p ASPHALT PAVEMENT fence ost SHAREDDRIVE post with underground WELL & W/W LOCATIONS PER. MAP OF A SURVEY MADE FOR CHARLES JEFFREY KICE BY: VAN DUSEN & STEVES LAND SURVEYORS JULY 23, 1988 REVISED: 9-20-88 WELLf o i WELL± electric I I ; O .1 t 1 TONE I COBBLE O - I ��. FILLED UPGRADIENT I x ! DIVERSION TRENCH WELL & W/W LOCATIONS PER. € ` PROP. IBD3 MAP OF A SURVEY MADE FOR VEG. INFIL. BASIN CAROL. & JOHN CIFONE, JR, x PROP. COLD WEATHER BY, VAN DUSEN & STEVES INFILTRATIONTRENCH LAND SURVEYORS L C5 - PROP. (2) B" HDPE DECEMBER 3, 1990 LOW OUTLET PIPES _. PROP. ROCK WELLf Cj OUTLET WEIR # WIDEN DRIVE TO 20, EVERY 500' ®' # FO R A LENGTH OEn , 0' MIN FOR EMERGENCY VEHICLE ACCESS } PROP. FBD3 \� \ w ✓ VEG. FOREBAY \ \\ \ \ \ W/W± C6 - PROP. (2)15" HDPE ! CULVERTS, 40 LF - INV, 1 = 490 ry I INV, 2 = 499 5.-1-f STONE I CO BLE Lands N/F FILLED UPGRADIENT I HOUSE ROOF LEADER NOTE ' DIVERSION TRENCH Jo hn C Lf0 ne PROP. ROCK OUTLET WEIR & PIPE GUTTER DOWNSPOUTS TO 1'O l C2� f0 ne NEAREST STORM BASIN FOREBAY N " I ^ 6' PVC LOW OUTLET PIPE ' + PROP. COLD WEATHER % cS 5 P, 316 ` INFILTRATION TRENCH PROP. IBL6 PROP. FBL6 VEG. INFIL. BASIN ,VEG. FOREBAY 4 1�a CULVERT SCHEDULE FOR EMERGENCY VEHICLE ACCESS } PROP. FBD3 \� \ w ✓ VEG. FOREBAY \ \\ \ \ \ W/W± C6 - PROP. (2)15" HDPE ! CULVERTS, 40 LF - INV, 1 = 490 ry I INV, 2 = 499 5.-1-f STONE I CO BLE Lands N/F FILLED UPGRADIENT I HOUSE ROOF LEADER NOTE ' DIVERSION TRENCH Jo hn C Lf0 ne PROP. ROCK OUTLET WEIR & PIPE GUTTER DOWNSPOUTS TO 1'O l C2� f0 ne NEAREST STORM BASIN FOREBAY N " I ^ 6' PVC LOW OUTLET PIPE ' + PROP. COLD WEATHER % cS 5 P, 316 ` INFILTRATION TRENCH PROP. IBL6 PROP. FBL6 VEG. INFIL. BASIN ,VEG. FOREBAY 4 1�a CULVERT SCHEDULE TAG & LOCATION QTY &SIZE INVERTS C1 - ENTRANCE (1) - 18" HDPE, 40 LF INV. IN = 478.5 — INV. OUT = 477.5 C2 - STA 0+30 (1) - 10" HDPE, 40 LF INV, IN = 478.5 — INV. OUT = 476 C3 - STA 1 +10 (1) - 15" HDPE, 40 LF INV, IN = 478 — INV. OUT = 477 C4 - STA 3+00 (1) - 15" HDPE, 40 LF INV. IN = 486 INV. OUT = 485 C5 - STA 4+70, (2) - $ HDPE, 40 LF INV. IN = 489.5 INFIL. BASIN IBD3 INV. OUT = 486 C6 - STA 5+50 (2) -15 HDPE, 40 LF INV. IN = 490 — INV. OUT = 489 C7 - STA 9+10 (1) - 15" HDPE, 60 LF INV. IN = 501 — INV, OUT = 494 IPF TOPSOIL, SEED &INSTALL EROSION CONTROL BLANKETS ON CUT SLOPE, NORTH AMERICAN GREEN, S75BN OR EQUAL 266,1-2---60 Lands N/F Stephen F. Preuss & Ii(brs in A. Preuss L.; ; � , 70 P, 101 I I I I I W/Wf W/W LOCATION PER T.o,Q. BP 2011-168 O STORMWATER MANAGEMENT SUMMARY TAG, LPRACTICE & LOCATION SIZING (:)LITLET COLD WEATHER - MANAGEMENT FBD1 - VEG. FOREBAY - STA. 1 +00 BASE EL. 478, 50 SF ROCK I'VEIR EL, 479.5 TOP EL. 480, 225 SF IBD1 - VEG. DET. BASIN - STA. 0+50 BASE EL. 478,115 SF 10" HOPE CULVERT 3'W x 151 x 4'D STONE TOP EL. 480, 350 SF INV. EL, 478.5 INFIL, TRENCH FBD2 - FOREBAY - STA. 2+00 BASE EL. 480, 525 SF ROCK I VEIR EL. 481.5 TOP EL. 482, 1500 SF a IBD2 - VEG. INFIL, BASIN - STA. 2+00 BASE EL. 480, 220 SF 4" PI-'C INV, 480.5 3'W x 15'L x 4'D STONE TOP EL. 482, 650 SF ROCK I'VEIR EL. 481.8 INFIL. TRENCH FBD3 - FOREBAY - STA. 5+00 BASE EL. 488, 90 SF ROCK 11VEIR EL. 490.0 TOP EL. 490.5, 850 SF IBD3 - VEG. INFIL. BASIN - STA, 4+50 BASE EL. 489, 375 SF (2) 8" i-1DPE CULVERT 3'W x 201 x 4'D STONE TOP EL, 490.5, 950 SF INV. EL. 489,5 INFIL. TRENCH FBD4 - FOREBAY - STA. 8+00 BASE EL. 494, 280 SF ROCK 1.VEIR EL. 495.5 TOP EL. 496, 1125 SF IBD4 -VEG. INFIL: BASIN -STA. 9+00 BASE EL. 494, 250 SF (2) 4" FIVC INV, 494.5 3'W x 201 x 4'D STONE TOP EL. 496, 800 SF ROCK UVEIR EL. 495.8 INFIL. TRENCH FBL6 - FOREBAY - LOT 6 BASE EL. 503, 250 SF ROCK �VEIR EL. 505.5 TOP EL. 506, 1350 SF FBL6 - VEG. INFIL. BASIN - LOT 6 BASE EL. 504, 780 SF (2) 6" PVC INV. 505 3'W x 20'L x 4'D STONE TOP EL. 506, 1800 SF ROCK 1,VEIR EL. 505.8 INFIL. TRENCH FBD5 - FOREBAY - LOT 6 BASE EL, 504, 380 SF ROCK -VEIR EL. 505,5 TOP EL. 506, 730 SF FBD5 - VEG. INFIL. BASIN - LOT 6 BASE EL. 502, 200 SF 4" PVC INV. 503,0 3'W x 151 x 4'D STONE TOP EL. 504, 650 SF ROCK 1,VEIR EL. 504.8 INFIL, TRENCH EROSION CONTROL IMPL EMEN TA TIC N SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE PRIOR TO CLEARING AND SOIL ENTIRE PROJECT (REMOVE AFTER FINAL SEDIMENT CONTROL FENCE DISTURBANCE SITE STABILIZATION AND VEGETATION ESTABLISHMENT) STABILIZED CONSTRUCTION DURING INITIAL SITE WORK -NTIRE PROJECT (REMOVE DURING FINAL ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) TEMPORARY SEEDING & MULCHING AFTER INITIAL SITE GRADING JNTIL FINAL GRADING AND VEGETATION - ESTABLISHMENT STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT STABILIZATION Instr # 2023-3000068 09/25/2023 0238:43 PM O�71 1 Pages I MAP Pamela J. Vogel, Warren Co Clerk FILED DETAILED SUBDIVISION PLAN - LOT 6 .SCALE: 1 =60' GRAPHIC SCALE 30 0 15 30 60 120 IIIII fill[ I ( IN FEET ) TAX MAP # 265-1-23.2 TOWN OF QUEENSBURY - SOB 4-2022, AV 19-2022 ADIRONDACK PARK AGENC`i'' PROJECT 2021-0215 THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRLICTION OF THE MAIN SHARED ROAD AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT is RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 11 APPROVAL DRAWINGS _ 8/8/2023 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11/2023 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023 8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY — 4/5/2023 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11/11/2022 6 RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD 11/ 10/2022 5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4/14/2022 4 �p RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021 No. Revisions Date DETAILED SUBDIVlSI 3N PLAN - LOT 6 Prepared for: .Jeffrey & loan;ie Mann .Say Road & Pickle Hill Road Town of Queensbury, Wa -ren County, NY Drawn: LWD Checked: GTH Scale: 1"=60' Date: 9/25/20 169 Havlland Road n i Queensbur; NY 12804 29i 6®2B-1J1®S� Hutchins Engineering PLLC ((51 7745-037 Phone 1 �? g g (518) 74.:�-0308 Fax EROSION CONTROL IMPL EMEN TA TIC N SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE PRIOR TO CLEARING AND SOIL ENTIRE PROJECT (REMOVE AFTER FINAL SEDIMENT CONTROL FENCE DISTURBANCE SITE STABILIZATION AND VEGETATION ESTABLISHMENT) STABILIZED CONSTRUCTION DURING INITIAL SITE WORK -NTIRE PROJECT (REMOVE DURING FINAL ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) TEMPORARY SEEDING & MULCHING AFTER INITIAL SITE GRADING JNTIL FINAL GRADING AND VEGETATION - ESTABLISHMENT STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT STABILIZATION Instr # 2023-3000068 09/25/2023 0238:43 PM O�71 1 Pages I MAP Pamela J. Vogel, Warren Co Clerk FILED DETAILED SUBDIVISION PLAN - LOT 6 .SCALE: 1 =60' GRAPHIC SCALE 30 0 15 30 60 120 IIIII fill[ I ( IN FEET ) TAX MAP # 265-1-23.2 TOWN OF QUEENSBURY - SOB 4-2022, AV 19-2022 ADIRONDACK PARK AGENC`i'' PROJECT 2021-0215 THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRLICTION OF THE MAIN SHARED ROAD AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT is RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 11 APPROVAL DRAWINGS _ 8/8/2023 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11/2023 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023 8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY — 4/5/2023 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11/11/2022 6 RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD 11/ 10/2022 5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4/14/2022 4 �p RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021 No. Revisions Date DETAILED SUBDIVlSI 3N PLAN - LOT 6 Prepared for: .Jeffrey & loan;ie Mann .Say Road & Pickle Hill Road Town of Queensbury, Wa -ren County, NY Drawn: LWD Checked: GTH Scale: 1"=60' Date: 9/25/20 169 Havlland Road n i Queensbur; NY 12804 29i 6®2B-1J1®S� Hutchins Engineering PLLC ((51 7745-037 Phone 1 �? g g (518) 74.:�-0308 Fax Instr # 2023-3000068 09/25/2023 0238:43 PM O�71 1 Pages I MAP Pamela J. Vogel, Warren Co Clerk FILED DETAILED SUBDIVISION PLAN - LOT 6 .SCALE: 1 =60' GRAPHIC SCALE 30 0 15 30 60 120 IIIII fill[ I ( IN FEET ) TAX MAP # 265-1-23.2 TOWN OF QUEENSBURY - SOB 4-2022, AV 19-2022 ADIRONDACK PARK AGENC`i'' PROJECT 2021-0215 THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRLICTION OF THE MAIN SHARED ROAD AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT is RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 11 APPROVAL DRAWINGS _ 8/8/2023 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11/2023 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023 8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY — 4/5/2023 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11/11/2022 6 RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD 11/ 10/2022 5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4/14/2022 4 �p RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021 No. Revisions Date DETAILED SUBDIVlSI 3N PLAN - LOT 6 Prepared for: .Jeffrey & loan;ie Mann .Say Road & Pickle Hill Road Town of Queensbury, Wa -ren County, NY Drawn: LWD Checked: GTH Scale: 1"=60' Date: 9/25/20 169 Havlland Road n i Queensbur; NY 12804 29i 6®2B-1J1®S� Hutchins Engineering PLLC ((51 7745-037 Phone 1 �? g g (518) 74.:�-0308 Fax SITE SOILS DATA - ADIRONDACK PARK AGENCY Test Pit #16 (43.407898 N;-73.643383 W) LOT 7 Date October 28. 2021 Mapped Soil Series: Chariton fine sandy loam Distance to nearest jurisdictional wetland > 100' Distance to nearest existing or proposed well > 100' Distance to nearest water body > 1 DO' Depth to Seasonal High Groundwater Table > 48' Depth to bedrock or refusal > 72" Depth of test pit = 72° Slope = 15% Acceptable System: Conventional Standard Absorption Notes: Test Pit #16 was conducted in the approximate location shown on the attached map- Full data were collected by engineer Lucas Dobie Test Pit #17 (43.409252 N;-73.643425 W) Notes: Test Pit #17 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie Test Pit #18 (43.40982 N;-73.643688 W) Notes: Test Pit #18 was conducted in the approximate location shown on the attached map. Full data were collected by engineer Lucas Dobie. ADDITIONAL SITE SOILS DATA LOT 7 PERCOLATION TEST PT-21 1013122 BY HUTCHINS ENGINEERING PLLC STABILIZED PERCOLATION RATE. 3 MINUTES PER INCH INFILTRATION TEST IT-21 — 1013122 BY,. HUTCHINS ENGINEERING PLLC INFILTRATION RATE. 72 INCHES PER INCH LOT 8 PERCOLATION TEST PT-22 - 1013122 BY HUTCHINS ENGINEERING PLLC STABILIZED PERCOLATION RATE 4 MINUTES PER INCH INFILTRATION TESTS IT-22 - 1013122 BY., HUTCHINS ENGINEERING PLLC INFILTRATION RATE: 105 INCHES PER INCH IT-23 - 1013122 BY. HUTCHINS ENGINEERING PLLC INFILTRATION RATE, 99 INCHES PER INCH LOT 8TEST PIT TP-8 — 12112120 BY: L.W. DOBIE, P.E. — PARCEL 23.2 — LOT 8 0-10" — TOPSOIL / FOREST DUFF 10-38" — RED —BROWN MEDIUM SAND 38-50" — BROWN MEDIUM SAND 50-72" — GRAY —BROWN FINE .SAND DRY ENTIRE DEPTH, ROOTS TO 38" DESIGN BOUNDARY CONDITION ® 50" PARCEL 23.2 ALLOWABLE ABSORPTION FIELD CONVENTIONAL BOTTOM OF TRENCH INSTALL DEPTH = 24" WASTEWATER ABSORPTION TRENCH INSTALLATION SCHEDULE PARCEL BOUNDARY CONDITION MAXIMUM TRENCH INSTALLATION DEPTH LOT 7 > 48" 24" LOT 8 > 48" 24" SITE DEVELOPMENT DATA - LOT 7 LOT AREA 178,670 SF = 4,10-AC SITE FEATURE IMPERVIOUS AREA .HOUSE 3400 SF DRIVE 7620 SF SHARED DRIVE 670 SF TOTAL 11,690 SF PERCENT IMPERVIOUS 6.5% PERMEABILITY 93, 5% WASTEWATER SYSTEM MATERIAL PROP. SEDIMENT CONTROL FENCE (TYPICAL) 265, —1-- 72 Lands N/F Richard A. Meyer L, 4884 P. 172 SITE DEVELOPMENT DATA - LOT 8 LOT AREA 400,725 SF = 9.2-AC SITE FEATURE IMPERVIOUS AREA HOUSE 3080 SF DRIVE 10,300 SF SHARED DRIVE 28,490 SF TOTAL 41,870 SF PERCENT IMPERVIOUS 10.5% PERMEABILITY 89.5% SPECIFICATIONS HOUSE SEWER PIPING TO BE 4" SDR-35 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE EFFLUENT SEWER PIPING TO BE 4" SDR-35 PVC, INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE ABSORPTION TRENCH PERFORATED PIPE PIPING TO BE 4" PERFORATED PVC WASHED STONE STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE FILTER FABRIC FILTER FABRIC TO BE TENCATE MIRAFI 14ON OR EQUIVALENT 4 OZ/SY MINIMUM BACKFILL MATERIAL BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3" TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA, SEED, MULCH, AND ESTABLISH TURF Dig OSafely. NewrNork E] Call Before You Dig 0 Wait The V squired Time E] Confirm Uth ty Response Respect The 1;-;arks 1771 Dig With Care 600-962.7962 www.digsafelynewyork.com PROP.2WW xSWLTURN-AROUND FOR EMERGENCY VEHICLE ACCESS CIO - PROP. IV, HDPE - CULVERT, 40 LF INV .1 = 525 INV. 2 = 523 PROP. ROCK --s -Zj OUTLET WEIR Q) PROP. IBDB VEG. INFIL. BASIN PROP. FBD8 VEG. FOREBAY Q) Q� i PROP. SEDIMENT CONTROL FENCE (TYPICAL) PROP.14NY GRAVEL DRIVE PROP. SEDIMENT CONTROL FENCE (TYPICAL) PROP. ROCK - OUTLET WEIR PROP, COLD WEATHER — INFILTRATION TRENC" WASTEWATER SYSTEM COMPONENT SCHEDULE SITE PLAN COMPONENT SIZING & MATERIAL SYMBOL A HOUSE SEWER PIPE 4" SDR-35 OR SCH-40 PVC 1250 GAL PRECAST CONCRETE B SEPTIC TANK - ALTERNATIVE SIZING PER WASTEWATER SYSTEM SI7_ING SCHEDULE C EFFLUENT SEWER PIPE 4" SDR-35 OR SCH-40 PVC D DISTRIBUTION BOX (6) HOLE PRECAST CONCRETE (4) PIPE -IN -STONE TRENCHES P E ABSORPTION FIELD 60' EACH - ALTERNATIVE SIZING PER WASTEWATER SYSTEM SIZING SCHEDULE 100% FUTURE F REPLACEMENT SAME AS ABSORPTION FIELD ABSORPTION FIELD --� P EFFLUENT PUMP 500 GAL PRECAST CONCRETE STATION W/DUPLEX PUMPS FM EFFLUENT FORCE MAIN 2" HDPE SDR-11 OR 2" PVC SDR-26 WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE HOUSE DRAINAGE DITCH WATERBODIES SEPTIC TANK 10, 10, 10` 50' ABSORPTION FIELD (TOE OF FILL) 10' _70' m 20' 100' ' 1140 IPF PROP. Racy, OUTLET WEIR & (2) w HDPE LOW OUTLET CULVERTS PROP. IBL8A # `'•" VEG. INFIL. BASIN PROP, FBLBB VEG. FOREBAY 3 WIDEN DRIVE TO 2W EVERY 500' I FOR A LENGTH OF 50' MIN FOR EMERGENCY VEHICLE ACCESS I # F ' - E r E i f 3 e m! l IPF TP_g D �i l ., 79 i !i�5 SIDE- i N78 ` �n EI QII, �15ETB_ACi L PROP. IBLBC / LA Il VEG, INFIL. BASIN '� � !1 II �fI y�l 11 ( i PROP. FBLBC II 5 VEG, FOREBAY �UU - - 24 8. 718 PROP, ROCK OUTLET WEIR & (2) 6" PVC LOW OUTLET PIPE PROP. COLD WEATHER INFILTRATION TRENCH I W/Wf;�iIl� W/W LOCAITON 6, l— 2— 5 9 PER T.O.Q. BP 2011-168 La ds /F Diana S. ar inkevicius L, 57 . - PROP. IBL7B �2\22 (w ) VEG. INFIL. BASIN - PROP. ROCK WELL± OUTLET WEIR -- PROP. FB1_7C VEG.FORE'aAN HOUSE ROOF LEADER NOTE PIPE GUTTER DOWNSPOUTS TO NEAREST STORM BASIN FOREBAY 266, 3-1--- 48 Lands N WELL Jl Irem,y R. S arp lam' James 0. J Se p 558 P° 105 IIIIIII W/W LOCATION PER T.O.Q. BP 88-573 266,3---l-47 Lands N/F Lizbeth S. Hou .,Randy S, Ho gh L, 862 P 2 4 HOUSE ROOF LEADER NOTE PIPE GUTTER DOWNSPOUTS TO NEAREST STORM BASIN FOREBAY 30 0 15 30 60 120 { IN FEET ) 266, 3—,— 45 Lands N/F Zachary F. Jordan L. 5811 P. 153 STORMWATER MANAGEMENT SrJMMARY COLD WEATHER TAG, PRACTICE & LOCATION SIZING OUTLET — MANAGEMENT FBL7C - VEG. FOREBAY - LOT 7 UPPER BASE EL. 552, 285 SF ROCK WEIR EL. 553,5 TOP EL. 554, 925 SF IBL7B - VEG. INFIL. BASIN- LOT 7 UPPER BASE EL. 552, 300 SF (2) 6" PVC INV. 552.5 3'W x 201 x 4'D STONE TOP EL. 554, 7000 SF ROCK WEIR EL 553.5 INFIL. TRENCH FBL7D - VEG, FOREBAY - LOT 7 LOWER BASE EL. 518, 685 SF TOP EL. 520, 2950 SF ROCK w7R EL. 519.5 IBL7A - VEG, INFIL. BASIN- LOT 7 LOWER BASE EL, 518, 700 SF (2) 10" HEI PE INV. 518.5 3'W x 251 x 4'D STONE TOP EL. 520, 1000 SF ROCK W:IR EL. 519.5 INFIL. TRENCH FBD7 - VEG. FOREBAY - STA. 15+00 BASE EL, 514, 250 SF ROCK WELR EL, 515.6 YW x 20`L x 4`D STONE TOP EL. 516, 1125 SF INFIL. TRENCH FBD6 - VEG, FOREBAY - STA. 13+00 BASE EL. 508, 130 SF 4" PVC INV. 509, 0 TOP EL. 510, 325 SF ROCK WEIR EL. 509,5 IBD6 - VEG. INFIL, BASIN - STA, 13+00 BASE EL. 508, 110 SF ROCK WE7R EL. 509.8 3'W x 15'L x 4'D STONE TOP EL. 510, 280 SF INFIL, TRENCH FBL8B - VEG, FOREBAY - LOT 8 MIDDLE BASE EL. 558, 950 SF ROCK W%:IR EL, 559.5 TOP EL. 560, 2000 SF IBL8A - VEG. INFIL. BASIN - LOT 8 MIDDLE BASE EL. 558, 500 SF (2) 8" HDPE INV. 558.5 3'W x 201 x 4'D STONE TOP EL. 560, 950 SF ROCK WEIR EL. 559.5 INFIL, TRENCH FBL8C - VEG. FOREBAY - LOT 8 HOUSE BASE EL. 570, 335 SF ROCK W .IR EL. 571.5 TOP EL. 572, 1800 SF IBL8C - VEG, INFIL, BASIN - LOT 8 HOUSE BASE EL. 570, 350 SF ROCK W:.IR EL, 571.5 3'W x 20'L x 4°D STONE TOP EL, 572, 1600 SF INFIL. TRENCH FBD8 - VEG, FOREBAY - STA, 19+00 BASE EL. 530, 500 SF ROCK WEIR EL. 531.5 TOP EL. 532, 1500 SF IBD8 - VEG. INFIL. BASIN - STA. 19+00 BASE EL, 530, 275 SF ROCK WEIR EL. 531.8 3'W x 20'L x 4'D STONE TOP EL. 532, 750 SF INFIL. TRENCH CULVERT SCHEDULE;: TAG & LOCATION QTY &SIZE INVERTS C8 - STA .12+25 (2) - 15" HDPE, 50 LF INV. IN = 508 INV. OUT = 506 C9 - STA 14+25 (1) - 15" HDPE 40 LF INV. IN = 514 INV. OUT = 512 C10 - STA 17+25 (1) - 18" HDPE, 40 LF INV. IN = 525 INV. OUT = 523 EROSION CONTROL IMPLEMENTATICIN SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE I-NTIRE PROJECT (REMOVE AFTER FINAL SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL 31TE STABILIZATION AND VEGETATION DISTURBANCE ESTABLISHMENT) STABILIZED CONSTRUCTION DURING INITIAL SITE WORK E TFIRE PROJECT (REMOVE DURING FINAL ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) I'NTIL FINAL GRADING AND VEGETATION TEMPORARY SEEDING & MULCHING AFTER INITIAL SITE GRADING ESTABLISHMENT STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION — STABILIZATION AFTER FINAL SITE GRADING PERMANENT ow— s �fi6� o h��c� �OFEs Qj%() 19, 1 TAX MAP # 265.-1-23.2 TOWN OF (QUEENSBURY SUB 4-2022, AV 19-2022, FWL 6-2022 ADIRONDACK PARK AGENCY PROJECT 2021-0215 THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCT -TON OF THE MAIN SHARED ROAD AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT IS RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. 2023583257 Instr # 2023-3000068 09/25/2023 0238A3 PM 1 Pages MAP Pamela J. Vogel, Warm. n Co Clerk FILED ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 11 APPROVAL DRAWINGS 8/8/2023 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11/2023 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023 8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY 4/5/2023 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11/11/2022 6 RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD 11/10/2022 5 �0 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4/14/2022 4 RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021 No. Revisions Date DETAILED SUBDIVISIOb! PLAN - LOTS 7 & 8 prepared for: Jeffrey & Joanne Mann Bay Road & Pickle Hill Road Town of Queensbury, Warren County, NY Drawn: LWD Checked: GTH Sccle: 1"=60' Date: 9/25/20 169 Hm lond Road Queensburv, NY 12804 Hutchins Engineering PLLC (518) 745�J'0307 Phone g (51L 74 0308 Fax 29 682 ®-0 _S U D PHASING NARRATIVE IN ACCORDANCE WITH NYSDEC GP-0--20-001, THE PROJECTS UPON PARCELS 23.1 & 23.2 ARE CONSIDERED A "LARGER COMMON PLAN OF DEVELOPMENT OR SALE" IN ACCORDANCE WITH PART 11 D. 3. OF NYSDEC GP-0-20-001, THE OWNER OR OPERATOR OF A CONSTRUCTION ACTIVITY SHALL NOT DISTURB GREATER THAN 5-ACRES OF SOIL AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NYSDEC OR THE REGULATING MS4 (TOWN OF QUEENSBURY). IF IT IS DEEMED NECESSARY TO DISTURB MORE THAN 5-ACRES AT ONE TIME AND WRITTEN PERMISSION IS GRANTED FROM NYSDEC, THEN THE QUALIFIED INSPECTOR SHALL CONDUCT AT LEAST (2) SITE INSPECTIONS EVERY (7) CALENDAR DAYS, UNTIL TOTAL PROJECT DISTURBANCE IS REDUCED TO LESS THAN 5-ACRES. AN UPDATED PHASING PLAN IS TO BE PREPARED SHOWING THE PROPOSED DISTURBANCES EXCEEDING 5-ACRES AND SUBMITTED TO THE MS4 ADMINISTRATOR AS PART OF THE WRITTEN REQUEST. THIS PHASING PLAN IS AN ESTIMATED PROJECT PHASING PLAN / SCHEDULE AND IS SUBJECT TO CHANGE DEPENDING UPON THE TIMING OF THE LOT SALES AND THE CONSTRUCTION TIMELINES OF THE RESPECTIVE LOTS. STONE S8775'20 E ree wtth PILE 616.11' laze OLT IP IRF o V dwell 09 ;3 5.- 4-2�- 7SASIDE SETBACK F G, t j/(/ a- o S �O !o p0'gMatthew S ott Jane S ton I ! d 1 ; j ^ L 853 R 282 LOT 5 �? / j %f Ij l7 L 6184 P. 274 �� V✓/W LOCATION j/ � /,t '. I � , C PER T.O.Qo BP&33 w�* 11.57± ACR ! l II I IRE L 1 '€ L J F 3 f %j Jf t f if t � �7/ jlmtltjt3/ itf �1 Ftr as � 1 l f I fil��f�i�;y i } /� t ti ttt it 1 [ !11 Fri` •rY w ! l ~ta 1 0 t t i t , Ytj xv I; : 6 p r ✓ i /' `W i 'Ire L U 75' SI E J SE ACK TB cut } TONE PILE 688.47 N8T03'00'W n Dig OSafely, New I York El Call Before You Dig [] Wait The Required Time El Confirm Utility Response El Respect The Marks El Dig With Care 600■962-7962 www.digsafelynewyork.com SITE CONSTRUCTION 5E UECI NG - PARCEL 23.1 INDIVIDUAL LOT CONSTRUCTION 1, INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS AS SHOWN ON PLANS. 2. CLEAR TREES AS NEEDED FOR DRIVE, HOUSE & WASTEWATER SYSTEM CONSTRUCTION AND ASSOCIATED CUT & FILL SLOPES. 3, INSTALL CULVERTS, INSTALL BANK -RUN GRAVEL_ TO _ESTABLISH DRIVEWAY SUBGRADE. 4. EXCAVATE DITCHLINES & STORMWATER MANAGEMENT PRACTICES, SEED, MULCH & INSTALL EROSION CONTROL BLANKETS. 5. CONSTRUCT HOUSE, UTILITIES, WATER SUPPLY WELL AND WASTEWATER SYSTEM, 6. INSTALL DRIVEWAY SUBBASE, FINE GRADE- .AND COMPACT. 7, FINE_ GRADE, TOPSOIL AND SEED LAWN AREAS, INSTALL LANDSCAPING; REMOVE SEDIMENT CONTROL FENCE AFTER VEGETATION IS ESTABLISHED. TOTAL DISTURBANCE FOR PHASES V IX (LOTS 1-5 INDIVIDUAL LOT CONSTRUCTION) = 8, 4-ACt LOT 23.1 PHASE VII PROP. LIMITS OF DISTURBANCE FOR LOT 5 HOUSE & DRIVE = 49,500 SF = 1.1-AC 525, 00' LOTS 1-5 - PARCEL 23,1 DISTURBANCE SUMMARY PORTION OF SITE PHASE DISTURBANCE LOT 1 IX 121,500 SF = 2.8-AC LOT 2 VIII 96,000 SF = 2.2-AC LOT 3 VI 59,000 SF = 1.4-AC LOT 4 V 39,000 SF = 0. 9-AC LOT 5 VII 49,500 SF = 1.1-AC PARCEL 23.1 TOTAL DISTURBANCE = 365,000 SF = 8.4-AC LOT 23.1 PHASE V PROP, LIMITS OF DISTURBANCE FOR LOT 4 HOUSE & DRIVE = 39,000 SF = 0.9-AC N8672'ff'W LOT 23.1 PHASE VI PROP. LIMITS OF DISTURBANCE FOR LOT 3 HOUSE 8L DRIVE = 59,000 SF = 1.4-AC LOT 23.1 PHASE VIII PROP. LIMITS OF DISTURBANCE FOR LOT 2 HOUSE & DRIVE = 96,000 SF = 2.2-AC WELL } IPF WELL & W/W LOCATIONS PER T.O.Q. BP 2012-365 M e� 1 $ F c�] T c d o G E ' 3 ENELNEERING' I $ ee A J ~L I o g, 0 Lands F { A �w� loo oN �° - r w^ P¢trick G. 0 Rowrke ! f e f I ,: L. 781 P, 169 // J .011 eLAnm f 1 M23 AP d S f t I r FLAGGED BY APA 1 �� Ire fence line .' ( , JUNE 2023 +.p• �-' °, dcc 9 f 7 W ) A w IP f ANG l Pu to •r n D BY U1 ff FL.AGGE APA. i P S wrE uh`o WETLANDS ' �.� cGeos; I to ocr.zozi� "r�� LOT a NE 2 23 1 o � - P� WETLAND .-- 3 Q T 3 g( j l p�CKPIIE 00 i 00 00 1 < ` � tr N N 4 T 'SE BAC rl�t,G06 GED BY APA SNAI i f , t F,:; ,.m¢ t e> c°, X TLANDS . n ° �e 3 .�;r / F it I i✓1 t f I .. k C c �t r+w I i r r I r t\ R { { Z '• ... o�pp o�pp � F d H / i� } I w I s WETLANDS � � t -•f3�NCFdI+AA Sp ; r uC 0 0 a ., IN _... I"�LE`^ l _ FLAGGED APA �' j s r?., � � •, t F. -`�. �N BY `p EI,Ew.= 544':2' ocT. zort II G' 11 I a N � 3v WELL r s V' w , I �n ; -- -==• i. � - c i i�� mod,/ [C t- irs sr 4M.00 - If 'As e stream �A�'. O` FLAGGED BY • IWTCHI14S ENcrrteeRwet •. I�r>... AS area a -G L`�•- /11LF /ILP .AP. 265.-1--23.3 Lands N/F Charles & f Ethel Weeks L. 6557 P. 28 rL:r! l 19 'h W/WLorAnoN q O PER T.O.Q.SP 2003-407 IIIIIALL, t V11vil transformer # 1 - ® meter box I' concrete pod -r-., .. `a retention 3 ! 1 wall �� house V✓ELLK,ell deck i F t 188.41' 211.60' IRF N870'44"W N8725734"W LOT 23.1 PHASE IBC PROP, LIMITS OF DISTURBANCE FOR LOT 1 HOUSE & DRIVE = 121,500 SF = 21-AC A,B Ay T 7 ' F�ONT �ETBA Kil, 1,,`: ,, .•fz a 1 r( te a•• 'l f � 9 I U,7aAll f i� LOT 1 Q 3 . 3'f ACR4 SNall I g 9 }a w 11 E l Pl �DCK 1�0% ESERVE= p _ ` { IIIII IIa] �' - , lrO ■ . I 3. RrilJ I� 41 j 10U CHANT E Z ,'U \� 16 I a�i� W h soa i�'I°�� 4 - 355.44� �, (\uwl ACK � � \ / / :. C/2 i "M vwE �ro e of woods 87w 420 5 -sag K/ N76'47"W wire ence remoras N8776'47'W 407.94' \ � et$z'43z3T'W 402.00, � ,1 W 49.36"W LOTS 1-5 PHASING PLAN SCALE. 1 "=120' GRAPHIC SCALE 60 0 .30 60 120 240 ( IN FEET 2023583257 J Instr # 2023-3000068 09/25/2023 02:38-43 PM 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED Elwood stake 265.-1-72 Lands N/F Richard A. Meyer L. 4884 P. 172 LOT 23.2 PHASE II PROP. LIMITS OF DISTURBANCE FOR LOT B HOUSE ® 2B4O00 SF = 0.64-AC LOTS 6-8 PHASING PLAN I .. Bo T -- LOT 23.2 PHASE I -- ---- - PROP. LIMITS OF DISTURBANCE FOR SHARED DRIVE FOR LOTS 6, 7 & B = 126 50® SF - 2.9-AC WELL & W/W LOCATIONS PER: - f MAP OF A SURVEY MADE FOR CHARLES JEFFREY KICE BY: VAN DUSEN & STEVES 265. -1- 69 1 IF LAND SURVEYORS Lands N/F j JULY23, 1988 post with Barnes REVISED: 9-20-88 and ground I elec is W/W& 1 WELL.+ a LOT 23.2 P"NSE III ` PROP. LIMITS OF DISTURBANCE LOTS 6-8 - PAf?CEL 23.2 DISTURBANCE ''SUMMARY PORTION OF SITE PHASC DISTURBANCE MAIN SHARED DRIVE I 126,500 SF = 2.9-AC LOT 6 III 65,500 SF = 1.5-AC LOT 7 IV 62,200 SF = 1.43-AC LOT 8 _ II 28,000 SF = 0.64-AC K FOR LOT 6 HOUSE & DRIVE PARCEL 23.2 TOTAL DISTURBANCE _ 282,200 SF = 6.48-AC 65,500 SF = 1.5-AC ------------- - fe�� Ponet with nd SITE CONSTRUCTION SEQUENCING dergrou I ublectric WELL± OF - PARCEL 23.2 WELL & W/W LOCATIONS PER: CAROL. . &JOH CIFON FOR SHARED DRIVE CONSTRUCTION 1' CAROL , & JOHN CIFONE, JR, 3, I 8Y: VAN DUSEN & SIEVES ' LAND SURVEYORS DECEMBER 3, 1990 1. INSTALL. STABILIZED CONSTRUC77ON ENTRANCE AT INTERSECTION WITH .r WELL± PICKLE HILL ROAD. 2. INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS ALONG ROAD AS :,. `W/wf SHOWN ON PLANS. -70 3. CLEAR TREES AS NEEDED FOR DRIVE CONSTRUCTION AND ASSOCIATED 265.-1 Lands -70 CUT & FILL_ SLOPES AND STORMWATER BA_`�INS. rNIF l John Cifone 4, REMOVE ORGANICS AND ORGANIC SOILS OVER DRIVE AREA. & Carol Cifone 51 PLACE ROCK AND GRAVEL FILL TO CREATE SUBGRADE FOR DRIVE & �? L. 735 P. 316 COMPACT. RL 6. GRADE SUBGRADE AND CUT & FILL SLOPES FOR DRIVE, INSTALL F CULVERTS. �. 7, INSTALL GRAVEL SUBBASE & SURFACE, FIFE GRADE, COMPACT r� t t � } l 8. EXCAVATE ROCK / COBBLE CONVEYANCE TRENCHES, CONSTRUCT o t s>ixc ii f r rt,l STORMWATER MANAGEMENT PRACTICES. ' gym? 9. INSTALL SUBSURFACE UTILITIES. r � 10, STABILIZE CUT SLOPES AND ASSOCIATED DISTURBED AREAS AS DESCRIBED IN EROSION AND SEDIMENT CONTROL NOTES. } 1 15 TOTAL DISTURBANCE FOR PHASE I /Its (SHARED DRIVE CONSTRUCTION) 2,9-,4Cf I INDIVIDUAL LOT CONSTRUCTION EI , 1 "f 1. INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS AS SHOWN ON PLANS. I t CLEAR TREES AS NEEDED FOR DRIVE HOUSE & WASTEWATER SYSTEM % 2 , CONSTRUCTION AND ASSOCIATED CUT & FiiLL SLOPES. 'IPF 3. INSTALL CULVERTS, INSTALL BANK -RUN GRAVEL TO ESTABLISH t �K,. f�1, {( ;l DRIVEWAY SUBGRADE. MAIL f v.It�; �4 EXCAVATE DITCHLINES & STORMWATER MANAGEMENT PRACTICES, SEED, MULCH & INSTALL EROSION CONTROL BLANKETS. f 5. CONSTRUCT HOUSE, UTILITIES, WATER SUPPLY WELL AND WASTEWATER I fOr t f 1' h /�r # SI �V 13 F, ` SYSTEM. Ij � t T, I 6. INSTALL DRIVEWAY SUBBASE FINE GRADE AND COMPACT. , U. AIIII,, t r, 7. FINE GRADE, TOPSOIL AND SEED LAWN AREAS, INSTALL LANDSCAPING; if F REMOVE SEDIMENT CONTROL FENCE AFTER VEGETATION IS ESTABLISHED. I( F ion 111 ? C'® j F { t� TOTAL DISTURBANCE FOR PHASES ll-IV (LOTS 6, 7 &8 INDIVIDUAL LOT CONS`f'I,.ZLJCTION) 3,58-ACC LOT 23.2 PHASE IV E F I } t { , t - r T PROP. LIMITS EDIRBAN �F O I ISO STU CE e 3 FOR LOT 7 HOUSE &DRIVE } = 62,200 SF = 1.43-AC i= I i 5c j Oi 1� oo iN �3 I / O I t/f #I I I i C 87'24' "W 340 7 '" f I 1 NEW 340 71' OF } o;,,; o I T % I12 TAX MAP # 265.4-234 TOWN OF QUEENSBURY SUB 5-2022, AV 18-2022, F01. 7-2022 ADIRONDACK PARK AG1=NCY PROJECT 2021-021, 5 TAX MAP # 265.4-23.2 TOWN OF QUEENSBURY SUB 4-2022, AV 19-2022, FA1 6-2022 ADIRONDACK PARK AGENCY PROJECT 2021-0215 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED i PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. If / '�• / I 11 APPROVAL DRAWINGS 8/8/2023 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11/2023 IMF 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023 ` r ? % 8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY 4/5/2023 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11/11/2022 6 RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD - 11 /10/2022 5 _ ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4/14/2022 f N 4 RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021 r 1` ----- -- - ----- ----- - 7`% N No. Recisions Date OVERALL PHASING PLAN ' prepared for: SCALE: 1 "=120" - 1 I .1effrey & loanne Haan GRAPHIC SCALE` , IPF Bay Road & Pickle Hill Road 60 0 30 60 120 240 ' - F ! 3 Town of Queensbury, Warren CouPlty, NY { IN FEET) E 1 .�jSETBACK h I �i -�� Drawn: LWD Checked: GTH Scaie: 1"=120' Date: 9/25/20 III w Irl Ill '� � I'�' o 169 Havlland Rood 291682A-O sPHI 248.78' ! Queensbury, NY 12 304 265.'-1-73.91 IRI` N85r4 55"W stone wall - (518) 745-0307 Phone 291682B-01-PHI Lands N/F N8855'05"wiutchins Engineering PLLC (518) 745-0308 Fax 525 520 515 510 505 500 495 490 485 480 efl+ 0 0 ® CD O00 Dig Safely. New�zYork 0 Call Before You Dig El Wait The Required Time €✓i Confirm Utility Response Respect The Marks `u Dig With Care 800.962.7962 www.digsafelynewyork.com SCALE: 1 "=50' 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 O o 0 0 Ln O Ln 0 Ln o Ln 0 Ln o Ln o Ln o Ln O rn o In o In o Ln 0 rn 0 Ln o Ln O O + LOr} tip + N + O O O ® + O O + 2 + + � LNn tMp + LOn � + rn � + N I��, *M-1 0 + N OOlt + O + � �' O O0l O O 00) + O M + O ti ® O 01+ O + O + � O + LOr1 + N bR + O Imo! + n O r-,l r i M M Ch �7 Ln Lr1 L0 LD N r, 00 00 M M O O ,-i - r j fV M M -, d Ln CO O Ol O N �l �f' �1' Lr1 �D lD CD r\ of Cp ® of -4 (S N *-+ r•j nl fit' r`") U 00 Ol O O N' ® M �-+ tP' -4 � Lr1 cj' r-i to l0 ,-a r\ lD vd CO r< ri a% CO O *-1 �i *-{ N -q M rn ri Ui LD 1-i r< � 06 O Co O O Cp O Cp O 00 Cp Cp O O Cq O 01 Cp of 01 Ol Ol Ol of Ol 01 0) Ol 01 0l O O O O O O O O O O O O O O O O O O *-i *-i *-i *-i *-i �+ *-i r-i r-+ *-i I" zt [1 V tt e1 e1 Ci �i tl' �7 ii '1- � t V- Ch q- q- r1- q- v- t1- �t U) try Lr1 Ln tr1 Lr1 Ln LO tr1 tr1 Ln Lr1 Lr1 Ln Lr1 Ln Ln Ln Lr1 Lr1 Ln Ln Lr1 Ln U-) Li,) Ln Ln L+1 PARCEL 23.2 SHARED DRIVE PROFILE — STATIONS 0+00 — 15+00 a� HORIZONTAL SCALE. 1 "=50' VERTICAL. SCALE: 1 "=10' 4ti i ° 69 N, 0 ` n �y S �x 1 8." Od1 x d m n 5 0 e 0 s PARCEL 23.2 SHARED DRIVE PLAN — STATIONS 15+00 — END 00 +o +� SCALE: 1 "=50' ^UU 0 Lr1 r� 0 o Co U-) 0 Ln 0 0 lr} 0 Ln Lr1 0 O O Lr1 0 Ln co O 0 0 O Ln O O 0 0 O Ln Lr1 01 O 0 O In + O 01 Ln + N ti + O N O O + 01 r\ r" M + � Ln O + 00 +-{ .+ M N O 01 + M + <i- O Ln M 0l + + 00 N M O 0 0 M + tO I\ ui Ci � O L0 ® 'i N t0 r 4 ,-i 'qh M .-i Ln l0 r\ O � 0i 1-4 , N 01 Cn ,--i Lri K -q 0i N N fir' Co N 0', rl �t rl �1 +-4 N M Ln Ln Lr) Ln Lr1 Ln Lr1 Ln Lr1 Lr1 Ln N N Ln Ln N M M Lr1 Lr1 "11 M M M M Lr1 Ln Lr1 Ln Lr1 L.r1 Lr1 Ln Lry Ln PARCEL 23.2 SHARED DRIVE PROFILE — STATIONS 15+00 — END HORIZONTAL SCALE. 1 "=50' VERTICAL SCALE: 1 "=10' 0 Ln Ln N CO Lin tR 0 0 M N N a1 N M 575 570 565 560 555 550 545 540 535 530 525 520 515 0 Ln M N -611 2023583257� cit- Pamela J. Vo T1, Warren Co Clerk Instr # 2023-3000068 09/25/2023 02:38:43 PM 1 Pages MAP FILED TAX MAP # 20;5.-1-23.2 TOWN OF QUEENSBURY SUB 4-2022, AV 19-2022, FWL 6-2022 ADI RONDACK PA f ?K AGENCY PROJECT 20-' 1-0215 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 4" PVC SDR-35 INLET MIN. SLOPE 1/4" PER FOOT WATERTIGHT SLEEVE - AND SEAL (TYP) d PROPOSED 1250 GAL / DUAL COMPARTMENT PRECAST CONCRETE SEPTIC TANK 12" CRUSHED .STONE BASE I, < 3 1 MAX ' SLOPE 12" MAX 30" MAX 2" MIN. 6" Dig safely. New York El Call Before You Dig El Wait The Required Time Confirm Utility Response 0 Respect The Marks Dig With Care 600-962.7962 www.digsafelynewyork.com APPROXI MA TE FINISHED GRADE 12 MIN. COVER 2„ -- '� 6- MIN. 16" 4"H x18"W SLOT,--- (2) 4" ELBOWS OR 6" ELBOW azx o�� o 0 60-75% OF `D TANK VOLUME MINIMUM 2X WIDTH MAXIMUM 4X WIDTH - LI ID LEVEL 1/3 DEPTH 18" OF OUTLET MIN. INVERT 25-40% OF TANK VOLUME SEPTIC TANK DETAIL NTS _ 5' TYP. TO TOP OF TAPER TYPICAL 2'W PIPE —IN —STONE ABSORBTION TRENCH, (4) TRENCHES ® 60' EA, --POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER WATERTIGHT COVER WASTEWATER SYSTEM DESIGN FILL MATERIAL NOTES SYSTEM INSTALLATION NOTES 2" MIN. DROP DESIGN TO 4--BEDROOM RESIDENCES AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WATER SAVING FIXTURES PROPOSED ABSORPTION TRENCHES AND TAPER AREA. WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND 5' MINIMUM COVER BETWEEN INVERTS - 18" MIN ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN ----_----- ___ - ---SUGGESTED: INSTALL POLYLOK (1.6 GPF MAX, FLUSH, 3.0 GPM MAX. FAUCETS) "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM SEPTIC TANK LEACH FIELDS. PL-122 FILTER SUCH THAT IT y DESIGN FLOW - 110 GPO/BEDROOM OR SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 3-6 IS READILY REMOVABLE_ THROUGH 12" MAX AFTER EXCAVATION OF 2' 'HIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS TANK ACCESS COVER COVER = POWER --- SYSTEM DESIGN FLOW - 440 GPD MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN .SIZE. LESS THAN 10% SEPTIC TANK 1250 GAL PRECAST CONCRETE BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED DISTRIBUTION BOX- FINISHED GRADE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. SECTIONS OF TRENCH. 4" PVC SDR-35 -DUAL COMPARTMENT LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A OUTLET L2" MIN. / -F --TO HOUSE PUMP STATION -- 500 GAL PRECAST CONCRETE W DUPLEX PUMPS PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL - PITLESS ADAPTER 1/2" SIEVE. (10' MIN) FOR LOTS 4 dt 7 BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE MIN. SLOPE BAFFLE - - - - I LEACH FIELD - STANDARD PIPE -IN -STONE ABSORPTION TRENCHES SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. 1/8" PER FOOT o 2-FEET BETWEEN EXISTING GRADE AND BOTTOM OF ABSORPTION TRENCHES. DISTRIBUTION BOX NOTES 2-FT CONVENTIONAL INSTALLATION DEPTH FOR LOTS 1, 2, 4, 5, 6, 7, 8 THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT 6" CRUSHED--� A 2 ANNULUS OF NEAT CEMENT OR ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE MOUND • PIPE JOINTS TO BE SEALED STONE BASE BENTONITE GROUT IS REQUIRED. � SHALLOW INSTALLATION DEPTH FOR LOT 3 AREA AND TAPER AREAS, CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER WITH ASPHALTIC MATERIAL OR SEAL CASING TO BEDROCK REFER TO CITED PUBLICATION FOR 6' MINIMUM TRENCH SPACING UNSUITABLE CONDITIONS, PIPE SHALL 3E LAID WITH HOLES DOWN IN ALL CASES. USE SPEED LEVELERS TO - EQUIVALENT. 50' MIN. CASING MINIMUM REQUIRED DEPTH OF GROUT ASSURE ALL OUTLETS ARE AT INVERT ELEVATIONS OF ALL DESIGN PERCOLATION RATE = 6-7 MIN/IN SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS WITH EXACTLY THE .SAME ELEVATION OUTLET PIPES MUST BE EQUAL, ,, ,, , , TRACKED EQUIPMENT PRIOR TO INSTALLATION OF TRENCHES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT ` `�`�` "``` "`` APPLICATION RATE = 1.0 GPD/SF SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. USE SPEED 1 EVELERS. ' ' ' �� 4" PVC SDR-35 SOLID HEADER-- "�' .....� % , ., ABSORPTION TRENCH AREA REQUIRED = 440 SF INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL D-BOX TO BE INSTALLED IN TO PERFORATED TRENCH PIPING, CONFORMANCE WITH DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING 1/8" PER FOOT MIN SLOPE MANUFACTURER'S INSTRUCTIONS ABSORPTION TRENCH LENGTH REQUIRED = 220 LF MATERIAL PRIOR TO TRANSPORTING TO SITE. HAS BEEN INSTALLED. WATER SUPPLY WELLS SHALL INSTALL (4) TRENCHES AT 60 LF EACH SEPTIC TANK NOTES NEW PORK STATE ABSORPTION FIELD NOTES 'j BE CONSTRUCTED IN I 240 LF TOTAL TO BE PROVIDED THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE I< ACCORDANCE WITH THE THIS DESIGN UTILIZES STANDARD PIPE -IN -STONE ABSORPTION BED DESIGNED TO ACCOMODATE EXTREME DATER USE OR EXTREME ORGANIC LOADING DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL BE OF PRECAST STANDARDS OF APPENDIX 5-B -"- SUBMERSIBLE PUMP c CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL. INSTALLED IN MOUND CONFIGURATION. CUT ALL TREES, STUMPS AND DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. 8 OF THE NYS SANITARY LODE 25% REDUCTION DESIGN FOR INFILTRATOR QUICK-4 EQUALIZER 36 ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL PER NYSDOH APPENDIX 75—A, ADOPTED FEBRUARY 3, 2010 OTHER VEGETATION AT GRADE AND REMOVE. REMOVE_ STUMPS AND BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE EXISTING TOPSOIL AND ORGANIC MATERIAL FROM SURFACE PRIOR TO ROOF, FOOTING, GARAGE, CELLAR Ai�D SURFACE WATER DRAINAGE MUST BE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. INSTALL (3) ABSORPTION LATERALS AT 60' EACH = 180 LF PLACING FILL, USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION EXCLUDED FROM THE WASTEWATER SYSTEM. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY FIELD AREA, THE WASTEWATER SYSTEMS MUST BE INSPECTED FOR COMPLIANCE BY THE CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. POTABLE WATER SUPPLY — ON —SITE WELL DESIGN ENGINEER & TOWN OF QUEENSBURY BUILDING DEPARTMENT DURING ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT JOINTS BELOW THE — MAINTAIN 50' WELL TO SEPTIC TANK SETBACK CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO CONSTRUCTION. LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. - MAINTAIN 100' WELL TO ABSORPTION FIELD SETBACK DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SYSTEM EM MATERIAL All jnniisnni rnncnn AROUND \L^ vl null y'vl y' JLVI L SHAH nW AR.SnRPTTnV FTF1 n .'qFCTTnV - ! nT .3 1:3. SYSTrEM FILL MATERIAL ALL NTS C' TYP TPVh11'!-I L`t 1VINnI1VIVIVI IVILL r-I/i1V1U1i LL I STABILIZED SYSTEM FILL MATERIAL, 3-6 MIN. IN -PLACE STABILIZED PERCOLATION RATE 22" WIDE OPEN --BOTTOM - GRAVELLESS CHAMBER 4" MIN. (SEE PLANS FOR SIZING & \ \ ABSORPTION TRENCH SECTION 6' TYP. TRENCH SPACING TOPSOIL AND PROFILE FOR DETAILS) Jam— 22» CONVENTIONAL ABSORPTION FIELD SECTION - OPEN BOTTOM CHAMBERS N TS CONVENTIONAL ABSORPTION FIELD SECTION - PIPE -IN -STONE TRENCHES NTS SLOPE -4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED AND ESTABLISH TURF FILTER FABRIC MIRAFI 140N OR EQUIVALENT —4" PERFORATED PVC LATERAL, SLOPE 1/16" - 1/32" PER FT. MEETING ASTM STANDARDS FOR PIPE END CAP USED IN SEPTIC SYSTEMS 3/4" TO 1 1/2" WASHED CRUSHED STONE ABSORPTION TRENCH PROFILE N TS 6" MIN. 2023583257 D--, 5 /� Instr # 2023-3000068 09/25/2023 02:38:43 PM 9 � � 1 Pages P��..11r MAP Pamela J. Vogel, Warren Co Clerk FILED 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED & ESTABLISH TURF BACKFILL FREE OF STONES OVER 3" FILTER FABRIC - MIRAFI 140N OR EQUAL 2" IN 6" WELL DETAIL 30" POLYETHYLENE EXTENSION CHAIN ON EA. PUMP EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). NTS TO GRADE WITH TAMPER TO TOP OF TANK TO SEAL CONDUIT GAS TIGHT INSTALL CONTROL PANEL IN HOUSE. SPECIFICATIONS RESISTANT ACCESS COVER ALLOW FOR FUTURE ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED PUMP REMOVAL ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP ABSORPTION FIELD AGGREGATE y WITHOUT ENTERING TANK STATION. STONE I�;' TO BE 3/4" TO 1-1/2" WASHED CRUSHED ! 1 12 »t COVER �t STONE. SYSTEM FALL MAX DISTRIBUTION BOX 7 BETWEEN. N INVOP ERTS SLOPE 3 INSTALL FLOAT SWITCHES TO 2" TEE JOINS TWO PUMP FILL TO BE LOAMY SAND, AS DESCRIBED IN FILL OPERATE PUMP AND 1 MAINTAIN i wFi c A InmiraTF-n DISCHARGES INTO - MATERIAL NOTES" EXISTING ORGANIC MATERIAL & TOPSOIL TO BE REMOVED PRIOR TO PLACING GRANULAR FILL BACKFILL MA TERI AL 2' TRENCH WIDTH v� EFFLUENT SEWER / OUTLET FROM a SEPTIC TANK 4" PVC SDR-35 BALL VALVE, -- ONE PER PUMP MIN. SLOPE -10__ INSTALL VALVES AND 1/8" PER FOOT UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY 4LARM/ FLOAT SWITCHES - �' LAG PUMP ON INSTALL INSIDE PUMP PIT 4" IN LOCATION ACCESSIBLE LEAD PUMP ON �c - - WITHOUT PIT ENTRY ` VOLUME OF DOSE PUMP OFF PER NOTE 16" M N' � d a ° ° a ° o - PROPOSED 24" WIDE ABSORPTION TRENCH; (SEE PLANS FOR SIZING & ABSORPTION TRENCH SECTION AND PROFILE FOR DETAILS) - OVERFILL TO ALLOW FOR SETTLEMENT 6-12" D� 12" MIN. "'-3/4" TO 1-1/2" WASHED CRUSHED STONE ABSORPTION TRENCH SECTION N TS ONE FORCEMAIN -- - --- _ - --- - FILTER Ft''.BRIC TRANSITION TO 4" FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN FABRIC, TENCATE MIRAFI 140N OR OUTSIDE OF D-BOX SEPARATION I EQUIVALENT. CONCRETE BAFFLE 2 MIN. J � , HOUSE SE71A/ER PIPE USE SPEED LEVELERS TO ASSURE PIPING TO BE 4" SDR--35 OR SCHEDULE 40 PVC, 2" PVC SDR-26 ALL OUTLETS ARE AT INSTALL �'IITH 1/4" PER FOOT MINIMUM SLOPE. OR SCH-40 EXACTLY THE SAME ELEVATION FORCEMAIN EFFLUENT SEWER PIPE 4" PVC SDR-35 SOLID PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. HEADER TO MANIFOLD PIPING INSTALL 4'IITH 1/8" PER FOOT MINIMUM SLOPE. 1 8" PER FOOT MIN SLOPE �— `—PROVIDE POSITIVE FORCE MAIN DRAINBACK TO PUMP STATION NOTES PIPING TO BE 2" PVC SDR --- 26, PROVIDE 3' MIN. BURIAL PUMP STATION SEAL ALL TANK OPENINGS WATERTIGHT. DEPTH & POSITIVE DRAINBACK TO PUMP STATION. ` 2" SCH-40 PVC INSIDE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL TOPSOIL WET WELL THROUGH WALL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, DEMAND DOSE PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. GATE VALVE AREA. SEED, MULCH, AND ESTABLISH TURF, INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN REDUCING TEE POINTED DOWNWARD HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND s NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. a WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A WETWELL 60 GALLON DOSE. 0 0 0 0 0 0 ` UNION (2)- LOCATE SUCH THAT \ EFFLUENT PUMPS TO BE GOULDS PUMPS WE SERIES, MODEL WE05H UNION CAN BE DISCONNECTED AND SUBMERSIBLE EFFLUENT PUMP 1/2 HP, 230 VOLT, 1PH \ EACH PUMP REMOVED WITHOUT TANK VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP BALL CHECK VALVE-, i 12" OF 3/4--1-1/2"- ENTRY DUPLEX 2 _EFFLUENT PUMPS CRUSHED STONE 500 GAL PRECAST ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL O INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION, CONCRETE PUMP TANK EFFLUENT PUMP STATION DETAIL NTS 48" EFFECTIVE LENGTH 12" EQ-36 F- 22" EQ-36 - 24" TRENCH WIDTH OPEN -BOTTOM CHAMBER DETAIL N TS MINIMUM TRENCH WIDTH �-----MACHINE BACKFILL W/NATIVE TOPSOIL &—' MATERIAL AS NEEDED DUE TO FIN ESTABLISH TURF 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 NTS WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE HOUSE DRAINAGE DITCH WATERBODIES SEPTIC TANK 10, 10` 10, 50' ABSORPTION FIELD 10, 20' 20' 100, Sri TAX MAP # 265. a 1 -23,1 i *OWN OF QUEENSBURY SUB 5. 2022, AV 1 s-2022, FWL 7-2022 AD RONDACK PARK AGENCY PROJECT 2021 -0215 TAX MAP # 265. A 1-23.2 -'OWN OF QUEENSBURY SUB 4.2022, AV 19-2022, FWL 6-2022 AD'RONDACK PARKAGENCY PROJECT 2021-0215 TAX MAP # 26@.-1-23,1 & 23.2 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 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 N01 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 NOI FOR THE PROJECTS IN THEIR ENTIRETY IS TO BE SUBMITTED BY THE PROJECT SPONSOR AND UPON CONVEYANCE OF EACH LOT, A N01 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 DISTUR BANCE 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 WI THIN 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. SITE 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 WATERED INTO PLACE. ON .SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, SOIL RESTORATION NARRATIVE • SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE WHERE THE NATIVE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CONSTRUCTION AND WILL BE REVEGETATF_D IN ORDER TO RECOVER THE ORIGINAL PROPERTIES AND POROSITY OF THE NATIVE SOILS. • FOR YARD AREAS, AERATE SOILS WITH SOIL AERATOR MECHANICAL IMPLEMENT DURING FINAL GRADING, APPLY 6-INCHES OF TOPSOIL, .SEED AND INSTALL EROSION CONTROL BLANKETS. MAINTENANCE • 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, STABILIZED CONSTRUCTION ACCESS DETAIL N T.S Dig gaitely. New York 0 Call Before You Dig 0 Wait The Required Time 0 Confirm Utility Response 0 Respect The Marks D. Dig With Care 800-962-7962 www.digsafelynewyork.com 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 OF WAY. o z APPLICATION w - AGGREGATE SIZE: USED A MATRIX OF 1-4 INCH STONE THICKNESS: NOT LESS THAN 6 INCHES o WIDTH: 12 FOOT MINIMUM, NOT LESS THAN FULL WIDTH OF POINTS WHERE INGRESS OR _EGRESS OCCURS. 24 FOOT MINIMUM IF z THERE IS ONLY ONE ACCESS POINT TO THE .SITE. LENGTH: NOT LESS THAN 50 FEET C° - 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 G z ASTM 01682 a ELONGATION AT FAILURE 50% 60% z ASTM D1682 F=— cr) MULLEN BRUST STRENGTH 190 LBS 430 LBS X W 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. EROSION & SEDIMENT CONTROL NOTES • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-0AYS 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. • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY S011_ STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. • WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, NO LAND AREA, INCLUDING AREAS STOCKPILED 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. • 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 80% OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). 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 SIFE 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 SFf) SPECIFICATIONS FOR VEGETATED SWALES DEFINITION A VEGETATED SWALE IS A MAINTAINED, TURF -LINED SWALE, DESIGNED TO CONVEY STORMWATER AT A LOW VELOCITY, PROMOTING NATURAL TREATMENT AND INFILTRATION. VEGETATION REQUIREMENTS • AMEND SOIL AS NEEDED WITH FERTILIZER AND LIME • PROVIDE 4-INCHES OF TOPSOIL • REMOVE ALL STONES AND DEBRIS • APPLY SEED MIX AT 75 LBS/ACRE MAINTENANCE REQUIREMENTS • FERTILIZE AND LIME AS NEEDED TO MAINTAIN DENSE VEGETATION. • MOW AS REQUIRED TO MAINTAIN GRASS HEIGHTS OF 4-6 INCHES. • REMOVE SEDIMENT AND DEBRIS BUILD-UP ANNUALLY. • INSPECT FOR POOLS OF STANDING WATER; REGRADE AND REVEGETATE AS NEEDED. • REPAIR EROSION IN CHANNEL BOTTOM AS NEEDED; RE --TOPSOIL, SEED AND INSTALL EROSION CONTROL BLANKETS. • USE OF HEAVY EQUIPMENT FOR MOWING AND REMOVING DEBRIS TO MINIMIZE SOIL COMPACTION. 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 STABILIZED CONSTRUCTION ACCESS 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 1V,•5H SLOPES WILL BE PERMI TIED. • 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 I MMEDIATEL Y. • 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 0 N FLOI " FENCE POST WEN MINIMUM 16" TO GROUND T STOP EMBED IN 'OUND 8" MIN. PERSPECTIVE \` SOIL BACKFILL SECTION -36" FENCE POST T STOP EMBED IN OUND 8" MIN. DISTURBED 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 T140N 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 15011000 20011000 20-33% 601500 80/750 100/1000 33-50% 40/250 70/350 1001500 >50% 20/125 301175 50/250 INSTALL RIP RAP ON SIDES AND TOP OF CULVERT END FLARED END SECTION WITH - - - BOLTED COUPLING BAND --12" MIN. DOT MEDIUM STONE FILL_ 8' LONG BY 6' WIDE 7 000 - - BURY END 6" INTO SOIL d - 4" MIN. #2 STONE - - GEOTEXTILE FABRIC; TENCATE MIRAFI 14ON CULVERT END SECTION DETAIL PLANT AND MULCH - NTS SURROUNDING YARD ARFA.S FINISHED GRADE- L CULVERT PIPE PER PLAN INFILTRATION TRENCH DETAIL NTS OUTLET FROM DET. AREA DETENTION BASIN OUTLET DETAIL NTS Inns STANDARD SPECIFICATIONS FOR SILT FENCE DEFINI TION 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 (501'.) 25-FT 1:3 SLOPE (331'.) 50-FT 1:4 SLOPE (251'.) 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 .SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10-FEET FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. FABRIC MATERIAL CRITERIA GRAB TENSILE_ STRENGTH 90 LBS ASTM D1682 ELONGATION AT FAILURE 50% ASTM D1682 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, SEDIMENT REMOVAL IN THE CONVEYANCE TRENCHES AND VEGETATED DETENTION AREAS SHOULD BE PERFORMED ANNUALLY OR SEMI-ANNUALLY. IF REDUCED INFILTRATION IS REALIZED 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. 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. ANDPIPE E 1 FI :H FILLED _D STONE NORTH AMERICAN GREEN S75BN 1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer and seed. 8 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. Backfll 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 rove 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 Ps must t 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 RECP's. EROSION CONTROL BLANKET E'ETAIL NTS TOP OF BERM - COLD WEATHER INFIL IRA TION TO BE LEVEL TRENCH PER PLAN ROCK OUTLET - _ BERM PER --SEED & INSTALL EROSION WEIR PER PLAN �� PLAN CONTROL. BLANKETS TOPSOIL—, " \1 Maxr,2 > W 2 GRADI PER 4MIN. 11 MAX DEPTH jLAN tyrywc'S, '`, /%f��i"o n�.`5s rrv"'�✓ , a`°�ri'TT.' .. 2' MIN. —CoNaT100y' WELL DRAINED - GRANULAR FILL NATIVE SOILS o 0 0 BERMED INFILTRATION BASIN DETAIL NTS 3 o�OOoo 0 0Oo 00 0 12" MIN o0 0 o O o o �o o O o GEOTEXTILE FABRIC TENCATE MIRAFI 140N OR EQUIVALENT BURY END 4" INTO SOIL 4" MIN #2 STONE GEOTEXTILE FABRIC TENCATE MIRAFI 140N OR EQUIVALENT 3" BINDER COURSE OR 2" BINDER, 1-1/2" TOP COAT ASPHALT PAVEMENT GRANULAR SUBBASE COURSE NYSDOT SECTION .304 TYPE 2 OR 4 COMPACTED TO 957, SUBGRADE COMPACTED TO STD, PROCTOR 90% STANDARD PROCTOR ASPHALT PA VEMENT DETAIL NTS WINTER STABILIZATION STANDARDS STANDARD AND SPECIFICATIONS FOR WINTER STABILIZATION perimeter and sensitive locations. Silt fence and other practices requiring earth disturbance must be installed before the ground freezes. 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 he initiated by the end of the nest business day and completed within three (3) days. Rolled erosion control blankets must be used on all slopes 3 horizontal to I vertical or steeper. Definition & SCOpe 9. If straw mulch alone is used for temporary stabilization, it shall be applied at double the standard A temporary site specific, enhanced erosion and sediment rate of 2 tons per acre, making the application rate 4 control plan to manage runoff and sediment at the site during tons per acre. Other manufactured mulches .should he construction activities in the winter months to protect off -sire applied at double the manufacturer's recommended water resources. rate. Conditions Where Practice Applies 10. To ensure adequate stabilization of disturbed soil in advance of a melt event, areas of disturbed soil should This standard applies to all construction activities involved be stabilized at the end of each work day unless: with ongoing land disturbance and exposure between a. work will resume within 24 hours in the same area November I5" to the following .April I". and no precipitation is forecast or; Design Criteria b. the work is in disturbed areas that collect and retain runoff, such as open utility trenches. I. Prepare a snow management plan with adequate storage foundation excavations, or water management for snow and control of melt water, requiring cleared areas. snow to be stored in a manner not affecting ongoing construction activities. It. Use stone paths to stabilize access perimeters of buildings under construction and areas where _. Enlarge and stabilize access points to provide for snow construction vehicle traffic is anticipated. Stone paths management and stockpiling. Snow management should be a minimum 10 Beet in width but wider as activities must not destroy or degrade installed erosion necessary to accommodate equipment. and sediment control practices. N9aintcnance _. .A minimum 25 foot buffer shall be maintained from all perimeter controls such as silt fence. Mark silt fence The site shall be inspected frequently to ensure that the with tall stakes- that are visible above the snow pack, erosion and sediment control plan is performing its winter stabilization function. If the site w ill not have earth 4- Edges of disturbed areas that drain to a waterbody within disturbing activities ongoing during the "winter season", all 100 feet will have 2 rows of silt fence, 5 feet apart, bare exposed soil must be stabilized by established iastalled on the contoun vegetation, straw or other acceptable mulch.. matting, rock, or other approved material such as rolled erosion control .,. Drainage structures must be kept open and free of snow products. Seeding of areas with mulch cover is preferred and ice dams. All debris. ice dams, or debris from but seeding alone is not acceptable for proper stabilization. plowing operations, that restrict the flow of runoffand meltwater, shall be removed. Compliance inspections must be performed and reports filed properly in accordance with the SWPPP for all sites o, Sediment barriers must be installed at all appropriate under a winter shutdown. November 2016 Page 2.38 New York State Standards and Specifications For Erosion and Sediment Control � �I�oIz3 11 10 TAX MAP # 265.-1-23.1 TOWN OF QUEENSBURY SUB 5-2022, AV 16-2022, FWL 7-2022 ADIRONDACK 1� 4RK AGENCY PROJECT :2021-0215 TAX MAP # 265. 4-23.2 TOWN OF QLIEENSBURY SUB 4-2022, AV 19-2022, FWL 6-2022 ADIRONDACK PARK AGENCY PROJECT 2021-0215 TAX MAP # 265,.1-23.1 & 231 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. APPROVAL DRAWII'JGS RE -ISSUED TO ADIRONDACK PARK AGENCY 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY 7 RE -ISSUED TO ADIRONDACK PARK AGENCY 6 RE -ISSUED TO TOWN OF QUEENSBURY PB 5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4 RESUBMIT TO ADIRONDACK ?ARK AGENCY 3 FIRST SUBMISSION TO ADIRONDACK PARK AGENCY 2 RE -ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 0 ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE No. evisior-s CONSTRUCTION E- ETAIL SHEET 1 prepared +'or: Jeffrey & Joanne Mann Bay Road & Picklr Hill Road Town of Queensbury, 14'rren County, NY a 00 M o CO O nj o 0qM o N N N to N 0 a � C) 0 8/8/2023 7/11/2023 7/5/2023 4/4/2023 11/11/2022 11/10/2022 4/14/2022 12/16/2021 9/17/2021 7/19/2021 10/28/2020 10/15/2020 Date Drcv,r:: LWD Checkea: GTH=C':e: NOTED I Date: 9/25/20 169 Havilond Road 291682A-01®D2 =466 Queensbury, NY 12804 L O Hutchins Engineering PLLC (518) 745-0307 Phone 291682B-01-D2 (518) 745-0308 Fax TAPER TO MEET EXISTING GRADE, TOPSOIL, SEED & INSTALL EROSION CONTROL BLANKETS, NORTH AMERICAN GREEN S75BN OR EQUAL 3'W x 2'D COBBLE/ROCK --1 FILLED CONVEYANCE TRENCH TO BASINS PER PLAN COMPACTED SUBGRADE 14' TOTAL DRIVE WIDTH 3% CROSS SLOPE f PER GRADING PLAN 3 I � 1 MAX -— 1_—I I I_—i i—I I I—IIIIII—III IIIiIII—I I IIII—IIIIIIIIII -I I1 I II II I I —III —I I I I I —I I I —II I I— I I II I I—IIII I i—I I I III -III III III III I I III -III -III -III. I I I i I III III -III. / GEOTEXTILE STABILIZATION FABRIC, REMOVE EXISTING NYSDOT 207,14, ORGANICS & TOPSOIL TENCATE MIRAFI HP370 OR EQUAL PRIOR TO PLACING GRAVEL FOR PORTIONS OF SITE WITH LOAMY SOILS DRIVEWAY SECTION N TS 16' TOTAL DRIVE WIDTH 37. CROSS SLOPE PER GRADING PLAN ROADWAY — 12" TOTAL DEPTH OF NYS DOT SECT. 304. TYPE2 OR 4 COMPACTED TO 95% STD. PROCTOR 3'W x 1.5D COBBLE/,ROCK FILLED DIVERSION TRENCH PER PLAN I-3'W x 2'D COBBLE/ROCK COMPACTED --I REMOVE EXISTING--3 \--ROADWAY — 12" TOTAL DEPTH OF FILLED CONVEYANCE TRENCH SUBGRADE ORGANICS & TOPSOIL NYS DOT SECT. 304. TYPE 2 OR 4 TO BASINS PER PLAN PRIOR TO PLACING GRAVEL COMPACTED TO 95% STD. PROCTOR TAPER TO MEET EXISTING GRADE, GEOTEXTILE STABILIZATION FABRIC, TOPSOIL, SEED & INSTALL NYSDOT 207.14, EROSION CONTROL BLANKETS, TENCATE MIRAFI HP370 OR EQUAL NORTH AMERICAN GREEN FOR PORTIONS OF SITE WITH LOAMY SOILS S75BN OR EQUAL SHARED DRIVEWAY SECTION LOTS 6-8 NTS VEGETATION SEEDING SCHEDULE RECOMMENDED AREA OF SEEDING BOTANICAL NAME APPLICATION RATE SPECIES/MIX I BERMS, CUT & FILL SLOPES OF FOREBAYS NEW ENGLAND EROSION & VEGETATED DETENTION BASINS CONTROL/RESTORATION MIX FOR VARIES .35 LBS/ACRE DETENTION BASINS & MOIST SITES I ROAD/DRIVESIDE CUT & FILL SLOPES, NEW ENGLAND ROADSIDE MATRIX VARIES 35 LBS/ACRE VEGETATED DITCHLINES UPLAND SEED MIX SILT FENCE/HAYBALES OR OTHER SUPPORTING HARDWARE SECTION —A 8'L x 8'W x 2'D CONCRETE WASHOUT AREA WITH IMPERMEABLE LINER SIDE SLOPES, IF EXCAVATED, SHALL BE 2' HORIZONTAL TO 1' VER TI CAL CONCRETE TRUCK WASHOUT DETAIL NTS 2023583257 �r Pamela'J. Vogel, Warren Co Clerk SILT FENCE/HAYBALES /OR OTHER SUPPORTING HARDWARE 81 x 8'W x 2'D CONCRETE WASHOUT AREA WITH IMPERMEABLE LINER PLAN A SIGN IDENTIFYING SITE AS CONCRETE WASHOUT AREA Instr # 2023-3000068 09/25/2023 02:38:43 PM 1 Pages r MAP FILED 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. �� Iooncc 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 VERTICAL. LOCA71ON• 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 757. 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 St TE. • 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. TAX MAP # 26".-1-23.2 TOWN OF QUEE-"NSBURY SUB 4-2022, AV 19-20.',2, FWL 6-2022 ADIRONDACK PARK AGENCY PROJECT 2021-0215 TAX MAP # 265.-1-23.2 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ®ig Safely! NeWPYork 0 Call Before You Dig 0 Wait The Required Time Confirm Utility Response 0 Respect The Marks 0 Dig With Care 800.962-7962 www.digsafelynewyork.com 11 1 APPROVAL DRAWINGS 10 RE —ISSUED TO ADIRONDACK PARK AGENCY 9 RE —ISSUED TO ADIRONDACK PARK AGENCY 8 RE —ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY 7 RE —ISSUED TO ADIRONDACK PARK AGENCY 6 RE —ISSUED TO TOWN OF QUEENSBURY PB 5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4 RESUBMIT TO ADIRONDACK PARK AGENCY 3 FIRST SUBMISSION TO ADIRONDACK PARK AGENCY 2 RE —ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 0 _ ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE N o . Revisions CONSTRUCTION DETAIL SHEET 2 ��` ► prepared for; * Jeffrey & Joanne Mann Bay Road & Pickle gill Road Town of Queensbury, Warren County, NY 004 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Drawn: LWD Checked: GTH Hutchins Engineering PLLC Scale: NOTED 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 F-my 8/8/2023 7/11/2023 7/5/2023 4/4/2023 11/11/2022 11/10/2022 4/14/2022 12/16/2021 9/17/2021 7/19/2021 10/28/2020 10/15/2020 Date Date: 9/25/20 291682B-61-D3 PLAT D-55 SHEETS 1-8 PLAT D-56 SHEETS 9-11 WARREN 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: [ J No fee, document does not require a change to the tax map [ J No fee, property survey only, not a subdivision kf One through three lot subdivision map Original [ ] One through three_lot subdivision map Alteration [ ] One through three lot subdivision map Abandonment [ J One -through three lot Condominium � [ J Four through nin 1 subdivision map Original [ J Four -through nine lot subdivision map Alteration [ ] Four through -nine -lot -subdivision map Abandonment [ J Four through nine lot Condominium [ J Ten or more lot subdivision map Original [ ] Ten -or -more -lot -subdivision map Alteration [ ] Ten or more lot subdivision map Abandonment [ ] Ten or more lot Condominium Map reference is as follows NAME OR a(95 ' Do -1 - a3 - a. l� a CO o M -'A $25 0 0 co $25 o o N $25 N `v $25 N occ CL Q w U_ $50 $50 $50 o $50 $100 $100 o $100 $100 °' ION DATE 9191 GRP DATE 101 ts 12L a� ' TOWN/e1 -y` Q U.eag-1 � r y 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. IC Date Lexie A Delurey Real Property Director or Designee