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Ball, Jennifer SUB (F) 3-2021 & AV 46-2020 Arm% MIL V M AV or- T 7 X Ik N 114bloo -4, jL %MOO _ pl�, "A 1,1-:, "',......... "k , 2 M. Alff MMA AE A r�g M 10 ni S.. "'M41 t My, AW_ q W AV IL Iff V �Z, A� 014, ..........Z­ low%, Adpm%h, M e w Ct esi e n c NEIGH&.141RHOOD MAP SITE LOCATION 'T P plic ti VE D I C I e Roa on P RA WWV ING LIS Elm" T T3 a - N'G RE0U1XXEMENw2"%S 3 2022 ZONEL w n U Area VarianLCLe & SURVEY ' 'listf o f ueen 'Ouftb '" 'Ury RR­3A - RURAL RESIDENTIAL 3-ACRE i oniaAdminis rafor 1�_TOWN 0 QUEENSBURY MINIMUM LOT SIZE: 3-ACRES Plannin Board S 1 W a, r e C 0 U t FRONT SETBACK: 100, Submissions: ENGI]NEERING PT A IL 7S y SIDE SETBACKS: 751 It REARSETBACK: 100 November 16, 2020 W S2 OVER-ALL SUBD VIaSION PLAN N e' w. &JLJF o 1""k State BUILDING HEIGHT: 40 -06 V "ft Air LOTWIDTH: 400' W AL S3 - DE9r AILED SUBDIVISION PLAN F S 266nl - l � vnz ROAD FRONTAGE: 4001 Planning Board Tax map S4 - DETAILED SITE PLAN - LOT 2A PERCENT PERMEABLE: 75% Preliminary & Final Phase, Tow W W queensbuu ry D1 - SWPPP NOTES & CONSTRUCTION DETAIL SHEET Approval Resolutions & Site Plan Review C L SLubmission: D2 - CONSTRUCTION DETAIL SHEET Sub di. v isiomr-1 3 � 2020 Engineering omments January 1S, 2021 D3 - WASTEWATER DETAIL SHEET Final Approval Plans for Signatures & Filing: Resubmission: November 4, 2021 t cro er 2 2 SEQR NEGATIVE DECLARATION ZONING BOARD OF APPEALS APPROVAL PRELIMINARY STAGE SID APPROVAL FINAL STAGE SUBDIVISION APPROVAL Town of Quoensbur) ice Town of Queensbu ry Corn mu n i Ly Developmen t Office Community Development Oil Fown ot'Queensbury Community Development Office 742 Bay Road,Queensbury,NY 12804 742 Bay Road�Queensbury.NY 12804 Zoning Board of Appeals-Record ofResolution 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. 742 Bay Road,Queensbury,NY 12804 Town of'Queensbury Planning Board Town ofQueensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 5. The alleged difficulty is self-created but doesn't have bearing on tonight's proceedings. a, a 7. The applicant must maintain on their project site,for review by staff: SEQR RESOLUTION-Grant Negative Declaration % Town Of Queensbury Planning Board a) The approved final that have been stamped by the Town Zoning Administrator. These plans must SUBDIVISION PRELIMINARY STAGE 18-2020 JENNIFER BALL Area Variance Resolution To: Approve 6. In addition,the Board finds that the benefit to the applicant from granting the requested varianc,would Town of Quecrisbury Planning Board RESOLUTION- include;the project SWPPP(Storm Water Pollution Prevention Plan)when such a plan was prepared Tax Map ID:266.1-1-91/Property Address:253 Pickle Hill Road/Zoring:RR-3A Outftigh(approval)the resulting detriment to the.health,safety and welfare of the neighborhood or _AWrove and approved;and Applicant Name: Jennifer Ball ity; SUBDIVISION FINAL STAGE 3-2020 JENNIFER BALL b) The project NOI and proof of coverage under the current NYSDEC SPDES General Permi�or an Ile applicant proposes a two lot subdivision of 7.98 acre parcel to Lot IA of 5.0 acres with an existing home File Number: AV 46-2020 7. The Board also finds that the variance request under consideration is the i rom n RESOLUTION-Approve JPNN E Tax Map ID:266.1-1-9.2/Property Address:253 Pickle Hill Road/Zoning:RR-3A individual SPDES permit issued for the project. in m in coessay, SUBDIVISION PRELIMINARY STAGE 18.2020 IF R BALL and Lot 2A to be a 2.09 acre saleable building lot.Area Variances have been granted for Lot I-lot size and Lot Location: 253 Pickle HUI Rd. Tax Map ID:266.1-1-9.2/Property Address:253 Pickle Hill Road/Zoning:RR-3A A subdivision application has been made to the Queensbury.Plaming Board for the following:The,applient S. Final approved plans, in compliance with the Subdivision, must be submitted to the Community 2-road frontage. Pursuant to Chapter 183 of the Zoning Ordinance,subdivision of land shall be subject to Tax Map Number: 266.1-1-9.2 8. The Board also proposes the following conditions: oses a two lot subdivision of 7.98 am parcel to Lot IA of 5.89 a r Lo Developrrieni Department before any firther review by the Zoning Administrator or Building and Codes Planning B=d review and approval. ZBA Meeting Date: December 16,2020 prop C.es with an existing home and t 2A A subdivision application has been made to the Queonsbury Planning Board for the following: The applicant to be a 2.09 acre saleable building lot.Area Variances have been granted for Lot I-lot size an LO 02 personnel. d t2-r d The Planning Board has determined that the proposed project and PI The Zoning Board of Appeals of the Town of Queensbury has received an application fmm Jennifer Ball. a) Granting 17 feet to Lot IA proposes a two 101 subdivision of 7.98 acre parcel to Lot I A of 5.89 acres with an existing home and Lot 2A frontage, Pursuant to Chapter 183 of the Zoning Ordinance,subdivision of land shall be:subject to Planning an1n 9 Board action is subject to review Applicant proposes a two-lot subdivision of a 7.99 acre parcel where Lo b) Adherence to the items outlined in the fol to be a 2.09 acre saleable building lot.Area Variances have been granted for Lot I-lot size and Lot 2-road Board review and approval, 9. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the under the State Environmental Quality Review Act; t IA is to be 5.89 acres and house to low-up letter sent with this resolution. frontage. Pursuant to Chapter 183 of the Zoning Ordinance,subdivisiob of land shall be subject to Planning beginning of any site work, The proposed action consider ait,12,190'4 Lot 2.A is to be 2.09 acres to be vacant for future home.Applicant Board review and approval. of Queen '7 prop.. Pursuant to relevant sections of the Town ed by this Board is Unlisted in the Department of Environmental Conservation h d. septic for the vacant lot. Relief requested for Lot IA include lot BASED ON TEE ABOVE FINDINGS,I MAKE A MOTION APPROVP AUA yAgLAN-CE sb-1Y Zoning Cde-Chapter A-1 83,the Planning Board _1Q. NO.46- Regulations implementing the State Environmental Quality Review Act and width,Planning Board:review for subdivision.Relief requested for Lot 2A includes iot size,road frontage,and LO-20 JENNIFER BALL,Introduced by Michelle Hayward,who moved for its adoption,seconded by Michael Pursuant to relevant sections of the Town of Queensbury Zoning Codc-Cliapter A-183,the Plxm gBoard has determined that this proposal satisfies the requirements as stated in the Zoning Code; I O.Subsequent issuance of finther permits,including building permits is dependent on compliance with this Queensbury; the regulations of the Town of lot width. McCabe: has determined that this proposal satisfies the requirements as stated in the Zoning Code; in This application is supported with all documentation,public commen�and application material in the file of and all other conditions of this resolution; No Federal or other agencies are involved; iReliefReq Duly adopted this 16"Day of December 2020 by the following vote: record; 11.As-buift plans to certify that the subdivision is developed according to the approved plans to be provided The requirements Of the State Environmental Quality Review Act have been considered and the Planning Prior to issuance of the certificate of occupancy; The applicant requests relief for Lot IA for lot width and Lot 2A for lot size,road frontage�and lot width in the AYES: Mr.Henkel,Mrs.Hayward,Mr.Underwood,Mr.McCabe Board has adopted a SEQRA Negative Declaration MOTION TO ALP-ROVE SUBDIVISION FINAL S GE3-202lJFNNInDUAT1r Introducedby Part I of the Long EAF has been completed by the applicatit; Rural Residential 3 acre zone. David Deeb who moved for its adoption. Motion seconded by John Shafer. Duly adopted this 231 day of February 2021 by the following vote: NOES: Mrs.Hamlin A public hearing was scheduled and hold on 02/23/2021; Part 2 of the Long EAF has been reviewed by the Planning Board; Section 179-3-040 Dimensional Mguiverognts I� The requirements of the State Environmental Quality Review Act have been considered and the Planning AYES: Mr.Hunsinger,Mr.Dixon,Mr.Valentine,Mr.Deeb,Ms,White,Mr.Shafer,Mr.Traver The project proposes a two lot subdivisim Lot IA width is proposed is 383 ft.where 400 ft.is required.Lot ABSENT: Mz,Kuhl,Mr.Urrico This application is Supported with all documentation,public comnient,and application material in the file of Board has adopted a SEQRA Negad Declaration; and if the application is a modification, the Upon review of the ififormation recorded on this EAF,it is the conclusion of the Town of Quembury Plaorting 2A lot size proposed at 2.09 ac where 3 ac is required,lot width proposed" 290.6 NOES: NONE is ft where 400 ft.is required, record; requirements Of the State Environmental Quality Review Act have been considered,and the Proposed Board as lead agency that this project will result in no significant adverse impacts on the environment,and, and road frontage 268.4 ft.where 400 ft.is required. modification[s]do not result in any new or significantly different environmental impacts,and,therefore, therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is MOTION TO APPROVE SUBDIVIS AN VVFT I BALL, no further SEQRA review is necessary; ABSENT: Nfr.Magowan issued. SEQR Type H-no further review requked; Introduced by Chris Hunsinger who moved for its adoption, 2. Waiver requests granted: no waivers were requested MOTION TO GRANT A NEGATIVE DECLARATION FOR SUDDIN71SION PRELIMINARY STAGE A public hearing was advertised and held on Wednesday,December 16,2020. Motion seconded by John Shafer. Duly adopted this 23'day of February 2021 by the following vote: 1 The approval is valid for one(1)year from the date of approval. Applicant is responsible for requesting 18-2020 JENNIFER BALL,Introduced by Chris Hunsinger who moved for its adoption,seconded by David AYES: Mr.Shafer,Mr.Hunsinger,Mr,Dixon,Mr.Valentine,Mr.Deeb,Ms.White,Mr.Traver an extension of approval before the one(1)year time frame has expired Deeb; Upon Temew of the application materials, intbrrnation supplied during the public hearing, and upon if you have not yet applied for a consideration of the criteria specified in Section'I 79-14-OSO(A)of the Queensbury Town Code and Chapter 267 NOES:NONE building permit or commenced significant site work. As per the resoluttion prepared by staff. of NYS Town Law and after discussion and deliberatica,r find as follows., 4, The limits of clearing will constitute a no-cut buffer zone,orange construction fencing shall be installed 1. Part 11 of the Long EAF has been reviewed and completed by the Planning Board. I. There is not an undesirable change in the cbaracter of the neighborhood nor a detriment to nearby ABSENT: Mr.Magowan around these areas and field verified by Community Development staff properties. Pickle Hill Road,as Mr.Underwood said,it's a side road. It's diftbrent than the previous 2. Part Ill of the Long EAF is not necessary because the Planning Board did not identify potentially applicationwejust discussed. So it would fit in with the character of the neighborhood,especially with 400 5. Engineering sign-off required prior to signature of Planning Board Chairman. moderate to large inipacts. feet of road frontage. 6. The applicant must submit a copy of the following to the Town: 2. Feasible alternatives have.been considered by the Board and documented in tonight's minutes and we find a) The project NOI(Notice of Intent)for coverage under the current NYSDEC SPDES General Permit Duly adopted this 23d day of February 2021 by the following vote: PLANNING BOARD APPROVAL that they're reasonable and will minimize dx requesL or for coverage under an individual SPDES prior to the start of any site work. b) The project NOT(Notice of Termination)upon completion of the project;and AYES: Ms.White,Mr,Shafer,Mr.Hunsinger,Mr.Dixon,Mr,Valentine,Mr.Deeb,Mr.Traver 3. T`hc requested variance is not substantial as demansbated in tonight's testimony.No one would need a APPROVED UNDER AUTHORITY OF A RESOLUTION NOES: NONE variance to build on this lot.So am dwwb ies undessized,it would be adequate to house a home and Page2of2 ABSENT: Mr.Magowan would fit in the character of the ne4bbodsood as in the first part ofthe balance test ADOPTED FEBRUARY 2J, 2021, Page I*f2 BY THE PLANNING BOARD OF THE Phone:5 1 S.�61.9220 1 Fax:5 18.745.44371742 Bay Road,Queensbury,MY 12804 1 www.qpeensbwy.net TOWN OF QUEENSBURY, NEW YORK. Phone:518.761.8220[Fax:518.745,44371742 Bay Road,Quembury,NY 128041www.queensbury.not Phone:518.761.8220IFax:518.745.44371742 Bay Road,Queensbury,NY 129041www4ueensbury.net Phone:518.761,8220IFax:518.745.44371142 Bay Road,Queensbury,NY 12804[www.queensbuty.net 0111eolv��FiN F Z�_� 29-1672 2021545772 instr#2021-3000099 Jennifer Ball 11/10/2021 03:47:34PM 1 Pages A&M 253 Pickle Hill Road MAP DATESIGNED 1111fl-4401 �J Warren Co Clerk FILED 169 HaViland Road p-arnela J.Vogel, BARDIN LAND SURVEYING, P.C. �Im Queensbury, NY 12BO4 09662(0 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 12845 (518) 745-0307 Phone 04, E k 8)" -0308 Fax Hutchins Engineering PLLC (51 745 EGEND I ®C.LR.S CAPPED IRON ROD SET 01.P F. IRON PIPEFOUND FOUND __ ®C.I.R.F CAPPED IRON ROD FOUND OA fiC - ® POINT � VALLEY N/F N0W DR FORIdERLY WAC.B. CATCH BASIN y L.P. LAMP OR LIGHT POST CQL) UTILITY POLE -- -x-x- WIRE FENCE REMAINS --o--- CHAIN LINK FENCE -- off - OVERHEAD WIRES WELL i LOT 9 t w.F fFP. WOOD FENCE POST LANDS IVIF OF ti LIONEL BARTHOLD AND DEBORAH BARTHOLD � LOT 10 , -- PROPOSED BOUNDARY LINE BOOK 5395 PAGE 48 LANDS NIP OF EXISTING BOUNDARY LINES S.B.L. 266.01-1-15 THOMAS KUBRICKY AND LOT 11 LOT 12 � "" - TO BE REMOVED TERRI Jr. KUBRICKY LANDS N/F OF LANDS N/F OF BOOK 5694 PAGE 113 TH�OMAS Jr. KUBRICKY � SA.NDRA CHAMBERS, LISA DUNAY, AND - - - - SETBACK LINES S.B L 266.01-1-14.4 f AND TERM C. KUBRICKY `PAUL S. CHAMBERS AS TRUSTEES B00K 5666 PAGE 150 OF THE SANDRA CHAMBERS TRUST Gf.R.F. S85'21'30'E 2rs.1a' �4'1s'o0'E S B.L. 266.01-1-14.3 BOOK 5628 PAGE 90 LANDS NIP OF S H L+ 266.01-1--14.2 VALgNTIN AMCK AND 324.75' ss3 5Yoo"E Lt1 r BOOK 5827 AGE 287 a S.B.L. 266.01-1-93 Ci 524.06' o r _ GI.R.F. S84'34 00'E z _ _ f �. i 427.16' SHED delineated wetlands •`•� C.l.R. -._____-�__� ! woo-J - - t area - 31,J90± sq. ft. - '"'_--- OF BARBAJUB If4W�" TAZWTAF - DF' TOr R Bt!1D'A' T.1i"T ! '� � � --� `• / vows ' ,�ms PAG.x, LANDS N/F OF I[ICHELE M. WALKER & JOAN S. WALKER ! BOOK 5881 PACE 120 ! AREA = 12.0Ot ACMES ( 1 S.B.L. 266.01-1-10 ! PORTION OF LANDS OF JENNIFER BALL BOOS 6374 PACE 264 PART OF(S.AL, L - PROPOSED LOT 1 - - - - _ __JZo - ka 3 ( o(d farm road SHED _ AREA = 5.89-* ACRES �••�•• •....a..,..,..,e..585'D1'30"E PORTION OF LANDS OF JENNIFBR BALL j ..»...... . ».»»....�..........».»r....�.,r, ! BOOS 4910 PACE 148 & 400.00 BOOS 5630 PACE 157 PART o OF (S.B.L, 266 01-1-9.2) ! LANDS N/F OF i 233.68�' •••,'••_.•• j PROPOSED LOT 1A C.I.RF FORD J BOBBINS, SHERRY L. NELSON, woods f j S8438'301E AND REBECCA J. ROBBINS 4�r AREA = 1.00f ACRES ! ! ate' 319.05 BOOK 6974 PAGE 63 Q N o PnRTZON OF LANDS OF JENNIFER BALL a.. S.B.L. 266.01-••1-12 .-, BOO$6374 PACE W4 '�ir�° PART OF(S.B.L 266.01-1-9.1) ! �1•- TO BE CONVEYED TO AND COAMNED TITX ! 4 Z9 LANDS OF'DE>'ONR gOTCg1NSeN �3 ! a.N o ! AREA = 209f ACRES a B00%5996 PAGE 226 0 Zt �1 Poo! , PORTION OF LANDS OF J1:NNIFER BALL o� (S.xL6.Of-1-8) '�'� ! _ 1 _ ! 11 ! 1 BOOK 480b PACE 238 N io FART OF(S RL, 266-01-1-9.2) r !T to 0 { PRePOSED LOT 2A O spring o 7 1 AREA - .3 00# ACRES° o � P g / BN 1 Patio LP.P p .1PP ! finish floor PORTION OF LANDS OF JENNIFER BALL propane r @ BOOK 6374 PACE 254._ tank t d N8153'00'W ! N85'07T30 W „ s t elev.= 251.4' 1` \ � PART OF (S.&L 266.01-1-9.1) 22.44' f _ - PROPOSER LOT 2100.00 �® N06'35'00'E S08'35'00 deck =! grave! drive 54' 100.00' shed _ 104 i 01 1®- - - T. o - - - , �1 shed \ 0* L - w •-...•.__ � welt > ®N 1 d d M grave! drive \�i� o1 well @ �- - J �0 �"__ - LR.F. ! S21'37'48_"1'f c, ` - - - aHmR 24.83' __ - - _ ` N N ? ®casing r -m, a -to � �385.00' 15' culvert , N a O \ inv,= 238.0' 4 7V85 t}130 W�°� \ a 0 rk -_ nH O N815.0'30 W aK _ off 400.00' a i 15.00' � o� Oy\ N85.O1'30'W o ° ca�oH off vx PH 400.00' 5.00' �� jLE ��f � °"`N85'01 30 W-� -off �o off `-` ROAD 268.43' I.R.F.inv.- 238.°' �'�-'.-N85 01 30 {N-""'°N-m� 21 1)31..------------- - ---- ----- 2021545772 Instr#2021-3000099 11/10/2021 03:47:34 PM 1 Pages MAP Pamela J.Vogel,Warren Co Clerk FILED NO TES 1) BASE MAP PREPARED FROM AN OCTOBER 2020 FIELD SURVEY. 2) NORTH ORIENTATION BASED ON MAP REFERENCE 1. COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF MAP OF PROPOSED SUBDIVISIONS AND A BOUNDARY LINE ADJUSTMENT MADE FOR . MAP REFERENCES.' s) ONLY �NCri S. THE LAND SITRVEYf1.R5 SEAL SHALL BE CC3NSIDERED TO BE TTALID TRUE COPIES. DEED R.�' E'ERJENNIFER 1) CONVEYANCE TO JENNIFER BALL BY DEED f) "MAP OF A SURVEY OF A PROPOSED BOUNDARY LINE LINTY CLERICS ADJUSTMENT ,BADE FOR JENNIFER BALL" DATED 4) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSE RECORDED IN THE BARREN Co ADJDECUSTMENT T 2017 PREPARED BY BARDIN LAND LAN➢ SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE TOWN OF QUEENSBURY, COUNTY OF WARREN', STATE OF NEW YORK OFFICE IN BOOK 4910 PAGE 148. SURVEYING, P.G NEW PORK STATE EDUCATIt1N LA�i'. 2 CONVEYANCE TO JENNIFER BALL BY DEED 2) "MAP. OF A SURVEY FADE FOR PA,kfELA J HARRrs" BA.RD IN LAND S�I R V E�I NG, '. C. WARREN COUNTY CLERIrS DATED .IARCH 05, 2013 AND LAST REVISED JULY 09. 2013 5) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT A TITLE RECORDED IN THE AND I5 THEREFORE SUBJECT"TO ANY EASEMENTS, RIGHT-OF-WAYS, COVENANTS OR r== OFFICE IN BOOK 5630 PACE 157. PREPARED BY DAVID J. BOLSTER LIE• f ' , = f, ;.; 97 WDODCHFICK HILL ROAD LAKE CEORCE, N. Y. 12845 BALL BY DEED "MAP OF "THE NORTH FORTY" A PROPOSED RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD a `✓`^ 3 tr 3) CONVEYANCE TO JENNIFER 3) DISCLOSE. :�{ `ti ' ,�� ` ,SCALE: 1°°-100 RECORDED IN THE WARREN COUNTY CLERK'S SUBDIVISION OF LANDS 0�' JOAN KUBRICKY" DATED MAY ,; ,� PROJECT N0: 200904 SHEET: . 1 OF 1 - OFFIGE IN BOOR 6374 PAGE 254• 27, 1987 PREPARED " COULTER & McC'DRMACI� LLS. STRUCTURES AND FACILITIES hT.4VE BEEN SHOWN FROM fr s, �� �; r`y `�� &) UNDERGROUND UTILITIES, APPROVED BY. REB DEVUN xUTCINNSON BY SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY WITHOUT ,' K ,� ` 4) CONVIs' ,ANCE TO THE WARREN HU COUNTY THE BENEFIT OF SURFACE LOCATIONS BEING MARKED BY THE PROPER AUTHORITIES, fi ` E DRAWN BY REB DEED RECORDED IN CLERKS OFFICE 1N B00x 5s9s PAGE 22s. THERE MAY BE OTHER UTILITIES WHICH THE EXISTENCE OF ARE NO KNOWN. SIZE i f2 � SEALED BY: RANDOLPH E BARDIN, Jr. LLS 051009 TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES MUST BE VERIFIED IN THE :. sr FIELD BY PROPER AUTHORITIES PRIOR TO ANY AND ALL CONSTRUCTION OR DESIGN �C SCALE, y r r �� j y� G P� CALL DIG SAFE PRIOR TO ANY EXCAVATION. t WARREN COUNTY TAX PARCELS: 2CS.09 -8, 9.1, 9.2 250 500 7) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE yY; - ' REVISED: 1110412021 -50 0 REGARDING THE SUB➢IVISION OF LAND. DATE': 1/13/2020 9 2 LEGEND ® C,LR.S CAPPED IRON ROD SET _ ® C.R.F. IRON ROD FOUND j --._"_ --------- ___- . -,��/ ® I.P.F. IRON PIPE FOUND nAK _-__�- \ 0 C.I.R.F CAPPED IRON ROD FOUND POINT / / ® NOW OR FORMERLY L.L N/F CATCH BASIN - - WA Y /� � C.B. LAMP OR LIGHT POST ' - \ L.P. UTILITY POLE _ _--� ,` Cob WIRE FENCE REMAINS \ x—x—x- CHAIN LINK FENCE C OVERHEAD WIRES LOT 9 °H WELL LANDS N/F OF a ' ' ` WOOD FENCE POST LIONEL BARTHOLD AND W.F.P. DEBORAH BARTHOLD LOT 10 BOOK 5395 PAGE 48 PROPOSED BOUNDARY LINES S.B.L. 266.01-1-15 LANDS N/F OF _.._.._.._.._.._.._ THOMAS KUBRICKY AND 11 , TERRI E. KUBRICKY LOT 11 EXISTING BOUNDARY LINES LOT 12 0 _ LANDS N/F F OF ; BOOK 5694 PAGE 113 / 4 LANDS N/F OF .- TO BE REMOVED C. R.F. S.B.L. 266,01-1-14.4 THOMAS J. KUBRICKY SANDRA CHAMBERS, LISA DUNAY, AND i. SETBACK LINES ss52-o"E 219.18' , BOOK' 5666 PAGE 150 AND TERRI E. KUBRICKY PAUL S. CHAMBERS AS TRUSTEES S84°16'00"E S.B.L. 266.01-1-14.3 �' OF THE SANDRA CHAMBERS TRUST DISTURSANCE NOTE 324.75 BOOK 26 PAGE 90 ' o S.B.L. 66.01-1-14.2 i LANDS N/F OF o EXISTING CULTIVATED FARM AREA = 12.00t ACRES VALENTIN KRICK AND a; FIELDS TO BE REVEGETATED PORTION OF LANDS OF JENNIFER BALL ss3°51'ofl»E ANNA KRICK BOOK 6374 PAGE 254 S 4.0 BOOK 5827 PAGE 287 1� S.B.L. 266.01-1-13 z WITH GRASS OR FIELD GRASS PART OF (S.B.L. 286.01-1-9.1) ----- PROPOSED LOT 1 S84°34 00"D F 427.16' SHED Q PROP.PHASE IS , 100' / / > delineated wetland _ DISTURBANCE ds % / —R AC = q.EARSETB area 31,39Dt § •� \ \ _ FOR LOT i K/ i •�-;..,// - LANDS N F OF w� LANDS-N/F OF • s 1 ., - 200,00o SF: = 4.6-AC / / ,/ _ •-•-• : . BARBARA B. HOWE AS TRUSTEE v► ® � �. ;� {VI!>;H1=LE M. WALK1rtR & OF THE BARBARA B° HOWE TRUST ^ ; r r•�... .�"�./�- . LZ a ` ` / < i / '�: > JOAN S. WALKER VOLUME 3895 PAGE 223 T, ( / / I `t✓' w �-- \ -`�L--� BOOK 5$$1 PAGE 120 APA S.B.L. 266.09-1-6 / r j i -fv- \ \\ \ -.-r 266.01-1- / \\ \ ,�. \ \\ �\ \\ / •r G 4 ILANDS p 0��� � \ � ,� • , � � �, i '� _ \ \ \ \ \ ,\ it If II II II —° • .,\ , f N fl II!I!I ----- ' \ \ �•J= ' \ / \ 1 .,"' \ — Y ® `. 2r_ \ \ \ \ u u u u u p00 FR � .�' \ � rCA oad , - 5.8t9\t • i - ( _ j ° \ '\i\ \ \ \ \23 g \.._.._.'...._......,r••,� • r y..r� \\ BALL ! / / _•$, -' m� PORTION bF �ND�OF�NNfFER oo i \ AR �j — ' BOQQ��(( �i0 AGE 1�ke x \ f\ \ `� \ / \ � (' �- / / / N BOOK 5630 PACE 157� -- V \ \ \ \ ur PA OF B.L 2 &.Q1=t-- 2 \ n CLR.F woods f \ Fez AR A 3 O //�CS� o ROPOSED LaT�A }\ / _ 0 ONO - S 6F JENNIFER BALL yr \ \ \ -` LANDS N/F OF CRS//iii� ��I / \ \ _ \ �" C.I.R.F. O 6374 PAG 2544 \ _ , , � -� � � , � - � � ss4°3s'3o" FORD J. BOBBINS SHERRY L. NELSON PORTION OF ¢.ANDS OF JENN R� �// \ 2g PAR (S.B.L,26B.01-1 t) _ \ E AND REBECCA J. BOBBINS o 1 OOK 63'74;PA( 2 g. / /// i q\. _ \ PROf�OSED LOT2 i \ --- - �^� \ \ o� (S./B. zss -( . j, , 1 _ - - _ s 9 BOOK 6174 PAGE 63 'TO SE IC VEYED' TO IA. I TH l F r o w 7 1LAND OF DE 0, `� ® REARSEtBACK - �--- `�A S.B.L. 266.d1-1-12 w o % OOK9j`l _ U \ S j W o _ cp A .i,1 00 � ! (SiB.�2 ,0��t- i .p.. a -v ""`a - - �� � -._� _ � y s � � ��� s � \ 415 'At o v j w o / „ , d ti„ - � r ! \ a CO s rin 1 /' i / III; / - �-. Q tl► \ i �- -. ' tt i �� -.�����s � e� � \� \ l � / � °` ON 0 LANDS 9 aQ a 17 P ;! ,'� r; 2 l VJh r \��+. . \ ✓� 1 5' E 239 ?Q, LP.F. i j. l .. \ \ \ \ ,G , 1FEB _ , PROP. PHASE III O , �� - .� 1 ,� „, , . !�i (1<F 'IR.F. / JI it A \ �\ (IJ. \\ \, Q At a \ o / a , ROPOSED 2A 1 v� DISTURBANCE N81°53'00"w 2243.000 _ _ A FOR LOT 2A 44 —22. � •- N06°35'0 "E 1 ? -!_ ZS,. ( s �n ,/. = -tap f f.. ,i 87 000 SFt = 2-AC `. 100.00 f 1®0 FRO i N06°35'00"E S06°35'00" t / :I ivy SETBA t ititNtltlN �� : \ y<:. : 104:54 i 00.00 � deck � ,c�,gge, �,�,� ;,, � \ / ravel ,,,! � shed drive /: 1 LANDS N/F ,hoe �� 4I . ._ - �\�.�, ;� rKONT ---- - Hi1TOHfNSON / t ---- ,P . / SE BACK tM tl it It tt a \ \ \ \ \PR . t t-to- 2ss.o � U _ (S.B.L. tt u \ `/' lilt R \ \ b. i N SET -, u R • y / � t N85°01 30 W 5 15.00 0`yV nv.-�23 0'^ i PROP WELLv , �W � / SETBACK N85°01'30"W � ��.L:J � _ 21'30" - �r� , � \ U •� / �" / PROP. PHASE IA \ v , �� 40at�o� / t\ ` / ` z / _ , DISTURBANCE - PROPe PHASE II Inv.= 238.9' OW \ r! , ZONING FOR LOT 1 = DISTURBANCE IKTL,L RC)AO cR.F REQUInE VENT 135,000 SFf = 3.1-AC FOR LOT 2 — — - - -. . <: RR-3A - RURAL RESIDENTIAL 3-ACRE 122,00o SF� = 2.s-AC OVERALL SUBDIVISION PLAN � MINIMUM LOT SIZE - 3-ACRES SCALE.- 10=80' t� �1T 1 TAX MAP#266.9-1-9. 1 & 9.2 FRONT SETBACK - 100' GRAPHIC SCALE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED 40 0 20 40 80 160 OFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SIDE SETBACKS - 75 CONTROL IMPLEMENTATION SCHEDULE PHASING/ 13ISTURBANCE SUi�1t�tAR�' ��°��� ' EROSION CO � � REAR SETBACK - IOU { IN �ET 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 SHORELINE SETBACK - 75' PRACTICE IMPLEMENTA77ON TIME DURATION OF.PRACTICE PHASE PORTION OF SITE DISTURBANCE � 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 ENTIRE PROJECT(REMOVE AFTER FINAL 1I a, 1 ISSUED FOR A/V, SPR & PRELIMINARY & FINAL PHASE SUBDIVISION 1/15/2021 BUILDING HEIGHT - 35 PRIOR TO CLEARING AND SOIL SITE STABILIZATION AND VEGETATION PHASE IA LOT 1 -SOUTHERLY PORTION 3.1 -AC �� ���� 0 ISSUED FOR SKETCH, PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE .11/16/2020 SEDIMENT CONTROL FENCE DISTURBANCE ��66�� ��� • LOT WIDTH - 400' ESTABLISHMENT) � �� N o. Revisions D a t e LOT 1 -NORTHERLY PORTION '�. OFE6St�f� ROAD FRONTAGE 409 STABILIZED CONSTRUCTION DURING INITIAL SITE WORK ENTIRE PROJECT(REMOVE DURING FINAL PHASE IB (HOUSE&YARD AREAS) 4.6-AC ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) OVERALL SUBDIVISION PLAN PERCENT PERMEABLE - 75% PHASE 11 LOT 2 2.8-AC / UNTIL FINAL GRADING AND VEGETATION MAP .REFERENCE � l2) 2-LOT SUBDIVISIONS OF PARCELS 266.1-1-9..i & 9.2 TEMPORARY SEEDING&MULCHING AFTER INITIAL SITE GRADING ESTABLISHMENT prepared for: • ® OWNER — APPLICANT BASE SURVEY INFORMATION TAKEN OUN: "MAP OF 0 PHASE III LOT 2A 2-AC PROPOSED SUBDIVISIONS AND A BOUNDARY LINE Jel?lilfel' Ball ®e Safely. STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT ADJUSTMENT MADE FOR JENNIFER BALL" Pickle Hill Road New York JENNIFER BALL DATED: OCTOBER 22, 2020, LAST REVISED: Town of ueensbury, Marren County, NY ®Call Before You Dig 253 PICKLE HILL ROAD SEEDING&OTHER VEGETATION NOVEMBER 4, 2021 PREPARED BY. ®WaitTheRequiredTime AFTER FINAL SITE GRADING PERMANENT Drawn: LWD Checked: GTH Scale: 1"=80' Date: ,11/3j20. •Confirm Utility Response LAKE GEORGE NY I2845 STABILIZATION f Respect me iularks � i69 Haviland Rood 291671,•®1-52 IM Dig Wtthe Respect cam BARD IN N LAND SURVEYING,R VE Yl N G, P. C. Queensbury, NY 12804 c M®�-��2-���a (518) 361-2923 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 12845 (518) 745-0307 Phone 291672-01-S2 digsafal,�n�-ori 6 Hutchins En ineerin PLLC g g 518 745-0308 Fax ' PREVIOUS SITE E SOILS DATA DT 2 - PIT DEPTH FROM SURFACE - 7' DT 3 - PIT DEPTH FROM SURFACE - 7' DENSITY CALCULATION AREA VARIANCES REQUIRED X X' X_X_ — ` 0-12- - DARK ORGANICS W/SILTY CLAY LOAM, D-36" - SANDY LOAM — ' — TEST PITS-PER PLAN REF. 2 12_24" - SILTY CLAY LOAM W/SAND 36-84" - FINE SAND Wf£VIDENCE OF SOME CLAY PARCEL AREA -Z98-AC §179-3-040-ESTABLISHMENT OF ZONING DISTRICTS WETLAND-ASftAC, ED.__ C.l•R. F. Q ---�_ DT-1 - PIT DEPTH FROM SURFACE - 7' 24-46" - COBBLE SAND & SMALL STONE GROUNDWATER. NONE ENCOUNTERED WETLANDS AREA-0.25 AC LOT 1A B S8 4 ° ' �g LIGHT BROWN SILTY CLAY LOAM W/FINE SAND THROUGHOUT BEDROCK: NONE ENCOUNTERED BY K.MCKEAN 3 4 GROUNDWATER: NONE ENCOUNTERED 46-84 - COBBLE, SAND, SILTY CLAY LOAM AVAILABLE DENSITY=Z98 AC-0.25 AC= Z 73 AC t -A. 2 b 6 -LOT WIDTH WETLANDS BIOLOGIST, BEDROCK: NONE ENCOUNTERED SOME 12 t SIZE ROCKS ENCOUNTERED� DT-4 - PIT DEPTH FROM SURFACE - 7' 7.73-AC 3 AC/LOT=2.57-LOTS ALLOWED { )� ) ADIRONDACK PARK AGENCY l t 4 7• s GROUNDWATER: NONE ENCOUNTERED 0-84" - LIGHT BROWN SILTY CLAY LOAM RR-3A LOT WIDTH REQUIRED=400-FT SEPTEMBER 16,202o � �� SHED BEDROCK: NONE ENCOUNTERED SMALL AMOUNT OF WATER SEEPAGE AT 5' FROM PROPOSED:LOT 2-383-FT SURFACE ON LOW SIDE OF PIT - d el in ea t e d We tl are d • -- GROUNDWATER: NONE ENCOUNTERED LOT 1A - 17-FT OF RELIEF REQUESTED N, C. R.F. BEDROCK NONE ENCOUNTERED area = 3i, 390 f sql t. \ _ - � : 149 LOT 2A ....� WETLAND AREA 0% LOT 1A= 11,885 SF , \` ! -~ ` �'° i ��- -A. (2)-LOT SIZE . e \ • , \ \� �`" -- RR-3A LOT SIZE REQUIRED=3 AC LANDS N /F OF N g --- - PROPOSED:LOT 2-2.09 AC i A5 • `"1-•_. ` 'v LOT 2A -0.91.AC OF RELIEF REQUESTED a -H E LE V WALK�E ;'�JC_ e \ 149 JOAN S. WALKED --1 ._... _,REAR SETBACK ( )�\ _ -A. 2 6 -LOT WIDTH ( BOOK 5881 PAGE i 20 b)c, r \ /� 4��0 •` \\ T 3 "--'` i/ Igo RR-3A LOT WIDTH REQUIRED=400-FT 14`; �! \\ �\ \ \ / ' r SITE PLAN R • • 2 6 6. 0 — 1 — PROPOSED:LOT 2-290.E-FT \\ PLAN REFER 1 �� ,� e LOT 2A- 109.4-FT OF RELIEF REQUESTED A. (2)(b)[7]-ROAD FRONTAGE m h, RR-3A ROAD FRONTAGE REQUIRED=400-FT o) _ P n I1 it P PROPOSED:LOT 2-268.4-FT LOT 2- 131.6-FT OF RELIEF REQUESTED f ` ^ \ / ,I I I III ►i SITE DEVELOPMENT DATA A LOT 1A SITE AREA: 5.89AC(256,776 SF) 2 I A� EXISTING CHANGE IN PROPOSED ! ` _ . ——_____ _ ��:--.a .... �` � IMPERVIOUS \ r , '.,. ^ . ssz � \ MPERVIOUS IMPERVIOUS o, .. ___ d farm r0 a a IOOVERAGE COVERAGE COVERAGE SHE � ---- � \✓> ........-. PLA PER SITE, ;a. � .: ::.:::..:...:.. ....._.-. .... � a r 2755SF 2755SF \ HOUSE WELL& ..... ...........................:::::::;:::::. � g 135 SF PLAN REFER NCE 2 \ \ I _ ____ ��� PORCH 135 SF ---- (0 0 \ i .--- DRIVEWAY 2820 SF 2820 SF SHED 110 SF 110 SF ....... ............. . .. .......... i \ \ o \ :.'.':.,: PATIO .2295 SF ---- 2295 SF -- .�, PORTION OF LANDS OF JENNIFER BALL o \ - PROP.DRAINAGE EASEMENT /i �� t( B OOK 1 O PAGE 14$`8c FOP, zA F®R / TOT ---- 2 0 O OUTLET VEtaETATED SWALE / `' AL IMPERVIOUS 8115 SF 8115 SF ='-- ____ - -- - - ' J B0OX 563,0\ PAGE 157 _ \ f 2,� = o \ o ---- S PA OF S..B.L° -216 6. ' —1--9.2 (� �- / - PERCENT IMPERVIOUS 3.2/0 3.2/o ROPO��D LOT-�A 100' WELL - BALL \ \\ SETBACK L A D S �.j F 0 PERMEABILITY 96.8% --- 96.8% PROP.SEDIMENT s \ \ C. F. --�_ (TYP.) > LFEN�� FORD J. R0BBINS SHERRY L. NELSON , CrYP) �_ - -- AtE \ s84°38'30E AND REBECCA J. ROBBINS \ ._, " SITE DEVELOPMENT DATA _114 ` — BOOK 6174 PAGE 63 LOT 2A i —D'1i-2 _ \�� \ \ L " a xao SF ''�10'P,L $� 1S1W swA t _ _ _ - — = ��\ .--�.- `` -"...gib, -- ��A��w„� S. B. L. 2 6 6. 01 - 1 - 12 SrTEAREA: wr 2.09 AC(91,028 SF) -10 \ W \.� S EXISTING CHANGE IN PROPOSED \ s \ p 0 0/ ^ 4 v h ± A � 0 SITE SETBACKS - LOT 1A IMPERVIOUS COVERAGE IMPERVIOUS IMPERVIOUS ON F L S FER.`BA o� \ \ i ' B SF 5 E 239 �17111' � REQUIRED FOR EXISTING ---- HOUSE 3050 SF 3050 SF r �'"' ./� �' ° RR-3A ZONE HOUSE %(� DT�3 Q 1 W f �`� ART — —9. % 0 ---- 355 SF 355 SF F (S B L 01 1 2) PORCH patio �' _=�_ �� , ' ROPOSED 2A ` co FRONT 100' 128' buried ` - t , 100'REAR SSE#sACK ° 1 DRIVEWAY ---- 2885 SF 2885 SF \ ' EAST SIDE 75' 191, i PT-2 WEST SIDE 75' 122' TOTAL PERVIOUS ---- 90 SF 6290 SF PT-1 �, IM 62 _ 2 1 c 0 � \ � \��- ` 1 \ i � a .REAR 100` 4811 _ \� PERCENT IMPERVIOUS 0% 6.9% 6.8% \ �,, \ S � � �� '�;`��- WETLANDS 7513401 —T— ` 1 v' PERMEABILITY 100% 93.1% 93.1% N l It F -�l \ �. \ `��,� \ ,• � ��rBQ Wit\ � � \c o� ' ! ��, i „a p - -- !► it i tt rt rl �- —J Ita w ,• SITE SETBACKS - LOT 2A SITE PLAN REFERENCE 1 SITE PLAN REFERENCE.2 N ! s it it ! Teq ii lilt i \ 1 Ck PARCEL 266.1-1-10 PARCEL 266.1-1-9.2 v 9 \ \/ \ ' i t i��= t! t t i P' ! ►� \ 's REQUIRED FOR PROPOSED " \ r 3 O SITE PLAN INFORMATION TAKEN FROM: OVERALL SITE PLAN INFORMATION TAKEN FROM. JENNIFER \ f - 47 ---- \ DT-1 i N ¢► • ._ I till t i t i t i ', - b t \ / \ SITE PLAN PREPARED FOR JENNIFER BALL, PICKLE BALL RESIDENCE QUEENSBURY, NEW YORK, rjt \ \' it 1i. I lilt RR 3A ZONE HOUSE r 100'FRO HILL ROAD & RIDGE ROAD-- STORMWATER MGMT PLAN" n 1�-- — •�.-.,� � ii i i � w � , C} \ T SETBACK ;. L�J .y ' ' i i i i 11.E t t i i _ 3 FRONT 100 134 DATED: JANUARY 8, 2018, LAST REVISED: JULY 6, DATED: MARCH 24, 2013, LAST REVISED. JUNE 25, -4 \ / c► n \ UU0 7c \ \ well Ll Lt ;__: 0 2018, PREPARED BY HUTCHINS ENGINEERING, 2013, PREPARED BY. AUSTYN DESIGNS AND �} \i C Ir? ` l pR®Q,'� i , EAST SIDE 75` 9b' QUEENSBURY, NY, UNDER PROJECT 291227-01 DRAFTING, GLENS FALLS, NY, UNDER PROJECT 9 o TOPSOIL \ . IW R S STOCICP WEST SIDE 75' 108` 001-0607 Un WELL AR , REAR 100' 119' P 2 .''1- .2 1 TAX MA # 66 9 d o J / (� ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED [� PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. / / f `I / // I PRm 1 o ��+...111 '` \ ( U i' %' \ • // p AVERAGE LOT WIDTHS _ 1 CONC. :.::.:::::: PROP. 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 TP-l1 i rgtSHO WELL REQUIRED FOR CALCULATED 0 / / \ ` ��5 _? I RR-3A ZONE LOT WIDTH 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7 f 2021 •�� / / ! ` 1 ISSUED FOR SPR; PRELIMINARY & FINAL SUBDIVISION PHASE 1/15/2021 °P \ /l LOT 1A 400' 3831 L " • � « „— PHASE & AREA VARIANCE 11/16/2020 - - - ` — -- -- __�„= ::: — — LOT 2A 400 290.E D I SUBDIVISION Ti � CK W '-� evlslons Date SY VV 1. R.F. DETAILED SUBDIVISION PLAN prep — , red for,• BASE SURVEY INFORMATION TAKEN FROM: "MAP OF e � .�.._ - � �� Jennifer Ball ■ PROPOSED SUBDIVISIONS AND A BOUNDARY LINE Dig Safely,. " s 4 Pickle Hill Road ADJUSTMENT MADE FOR JENNIFER BALL ' ewe or DATED. OCTOBER 22, GRAPHIC SCALE g � � �� �.���' W NY 2020, LAST REVISED: DETAILED SUBDIVISION PLAN Town ofQueensbury, Warren COUt1fy, E Cali Before You Di NOVEMBER 4, 2021 PREPARED BY: - " g 20 0 10 20 40 80 E Wait The Required Time SCALE.' 1"=40' Drawn: LWD. Checked: GTH Scale: 1 =40' Date: 11/3/20 E Confirm utility Response IM Respect'Me IMDigWthCare arks BARDIN LAND SURVEYING, P. C. y e A �Dig>nrlth care ( � �BT ) Queensbur 169 ila,�Y Road 12804 800-962.7962518) 745-0307 Phone 29.E 672 0.� S3 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y.NY12845 Hutchins Engineering PLLC 518 745-0308 Fax www.dlgsafelynewyorkcotn ' SITE SOILS DATA WINTER STABIL24TION STANDARDS TEST PITS E / R` TP-1 - 111412020 BY L.W. DOBIE, P.E. HUTCHINS ENGINEERING PLLC STANDARD AND SPECIFICATIONS FOR LOT 2A — FRONT PORTION WINTER STABILIZATION L 9 PROP.SEDIMENT 0-7 CLAYEY TOPSOIL 235•. -----� 9 9 fiONTROLFENCE 7-13" - BROWN SILTY LOAMS8403oo 30 (NP) t3-54" - BROWN CLAYEY SILT LOAM perimeter and sensitive locations.Silt fence and other practim round earth disturbance must be installed before the g SWA�E23s•..., ROOTS TO 36 , NO MOTTLING FOUND ROOTS hi 7. Soil stockpiles must be protected by the use of 238 established vegetation,anchored straw mulch,rolled 2� `\ WASTEWATER BOUNDARY CONDITION @ 36" s, j 8ERM Ei..240 SP '�- M stabilization matting,or other durable covering.A 240 _- _ 8 � barrier must be installed at least 15 feet from the Lae of 23 TP-2 - t t/4/2020 BY L.W. DOSiE, P.E. �� �� ���� the stockpile to prevent soil migration and to capture 239 -- �' I loose soil. - ---L_ t1'P.L.SETBACK HUTCHINS ENGINEERING PLLC yr 238 \ ? '""'- -. tW 1 W ' 8. In areas where soil disturbance activity has temporarily �`'� > -_ LOT 2A - MIDDLE PORTION d !i 237,5 `'-� or permanently ceased,the application of soil 0-4" - CLAYEY TOPSOIL ° s stabilization measures should be initiated by the end of TP-10 ® -"'�• I J 4-12" - DARK BROWN SILTY LOAMY the next business day and completed within three(3) days. Rolled erosion control blankets must be used on INFILTRATION IT-10 / ' �`38 12-50" - BROWN CLAYEY SILT LOAM t all slopes 3 horizontal to 1 vertical or steeper. ' t � BASIN 40 \ r Definition&Scone 9, If straw mulch alone is used for temporary k l stabilization,it shall be applied at double the standard r 4 �_ ` y / �Q \ ROOTS TO 36; NO NOTICING FOUND A temporary site specific,enhanced erosion and sediment rate of 2 tons per acre,making the application rate 4 WASTEWATER BOUNDARY CONDITION 0 36" control plan to manage runoff and sediment at the site during tons per acre.Other manufactured mulches should be y g9 •E34' �/f construction activities in the winter months to protect off-site applied at double the manufacturer's recommended ` '1•�4 �' / ACPERCOLATION TESTS water resources. rate. N '6, P7-1 - 111412020 BY L.W. DOBIE, P.E.0 10, To ensure adequate stabilization of disturbed soil in N h / Conditions Where Practice Applies ( � advance of a melt event,areas of disturbed soil should / (� ( /'� 1= �e q `^0 � - HUTCHINS ENGINEERING PLLC be stabilized at the end of each work day unless: PROP.6'W ROCK PROP,S'W x 4'D x 3S'L ti "' ( j \ I,G3 A DS ( � /� /"^�� This standard applies to all construction activities involved OUTLET WEIR, STONE FILLED L / r '' ': �/ vi \75 tt�EE._ 11RR � /� \ III J LOT 2A - MIDDLE PORTION with ongoing land disturbance and exposure between '` \ O STABILIZED PERCOLATION RATE: 30 MINUTES PER INCH g g p a. work will resume within re hours in the same area COLD WEATHER ``l November 15"'to the following April 15`. and no precipitation is forecast or; EL.239.5 �®l3Ti 1-ET �' a p p W/ROCK OUTFALL INFILTRATION TRENCH WEIR cjF 5 E 2 ,39 INTO SWALE �, ! PT-2 - 11/4/2020 BY L.W DOBIE, P.E. Desi>:n Criteria b. the work is in disturbed areas that collect and PROP.VEGETATED ,y' ' ��;a .y00 ,/' / ,,%� 1 0 retain runoff,such as open utility trenches, INFILTRATION BASIN - HUTCHINS ENGINEERING PLLC I. Prepare a snow management plan with adequate storage foundation excavations,or water management 5 A RT E ( S . B L . °1 - 1 - 9 2 LOT 2A - MIDDLE POR71ON for snow and control of melt water,requiring cleared areas. BASE EL.237.5 FOREBAYB . . snow to he stored in a manner not affecting ongoing \ STABILIZED PERCOLATION RATE: 30 MINUTES PER INCH 11. Use stone paths to stabilize access perimeters of LOW-SIDE BERM EL.240 �� construction activities. p � y buildings under construction and areas where R P 0 E D 2 A construction vehicle traffic is anticipated.Stone paths \ NOTE.DIRECT GUTTER � ` \ � INFILTRATION TEST 2. ma Enlarge and stabilize access points to provide far snow should be a minimum 10 feet in width but wider as PROP.ROOF LEADER management and stockpiling.Snow management PROP.V W ROCK C3 PROP.12SO GAL necessary to accommodate equipment. OUTLET WEI \ CONC.SEPTIC TANK W 1 SPLASH PAD, DOWNSPOUT SPLASH % 7-1 - 111412020 BY L.W. 'DOBIE, P.E. activities must not destroy or degrade installed erosion R` DIRECTED TO BASIN PADS TO BASIN,OR PIPE and sediment control practices: EL.239 1 ""--1 ----�. - HUTCHINS ENGINEERING PLLC Maintenance I`FEAR SETBA Ot PROP,4'°�P9iC CK ROOF LENDERS TO ' i` LOT 2A - MIDDLE PORTION 3. A minimum 25 foot buffer shall be maintained from all PROP.VEGETATED �„ DANUGI T AT BASIN perimeter controls such as silt fence. Mark silt fence The site shall be inspected frequently to ensure that the �o EFFLUENT SEWER -._ STABILIZED PERCOLATION RATE: 15 INCHES PER HOUR PRETREATMENT j f IT-1 TP-2 PROP.4"PYC W{4 PVC PIPING with tali stakes that visible above the snow pack. stabilizat n function.� If the siment control itte will performing tf have earth winter BASIN I FOREBAY, N\ Gj PROP.8-HOLE \ HOUSE SEWER iii 4. Edges of disturbed areas that drain to a waterbody within disturbing activities ongoing during the"winter season",all SASE EL,238 1 CONC.D-BOX PROP.ROOF LEADER ADDITIONAL SITE SOILS DATA 100 feet will have 2 rows of silt fence,S feet apart, bare exposed soil must be stabilized by established LOW-SIDE BERM EL.240 o " \` W/SPLASH PAD, installed on the contour. vegetation,straw or other acceptable mulch,matting,rock, 'Ler7' PT-2 DIRECTED TO BASIN TEST PITS or other approved material such as rolled erosion control products.Seeding of areas with mulch cover is preferred ��•. TP-10 - 611412021 BY L.W. DOBlE, P.E. 5. Drainage structures must be kept open and free of snow p g \ _ but seeding atone is not acceptable for proper stabilization. �';:::� �,•..,.,. .• : and ice dams. Ali debris,ice dams,or debris from �L \. HUTCHINS ENGINEERING PLLC plowing operations,that restrict the flow of runoff and meltwater,shall be removed. Compliance inspections must be performed and reports LOT 2A - NORTHWEST PORTION - S/W AREA f filed properly in accordance with the SWPPP for all sites 0-8" - TOPSOIL & FIELD GRASS 6. Sediment barriers must be installed at all appropriate under a winter shutdown. 0 - OWN SILTY LOAM 00 n 36-50" - BROWN SILTY LOAMY CLAY November 2016 Page 2.38 New York State Standards and Specifications ,\ p a t { >' n For Erosion and Sediment Control \ 1 ::�( MOUSI NO MOTTLING FOUND ' �:` ., 238 Wi4S7EW47ER BOUNDARY CONDI7ON 0 36" (h O \ 1 \ { { zoo { { { ( , ADDITIONAL SITE SOILS DATA Se N U tt � ` -- .:=+' k INFILTRATION TESTS .- - C{ V { { { { { \ IT-10 - 6/14/2021 BY L.W. DOBIE, P.E. { { j \ I•�(.•: : "E. .;{ .4 -HUTCHINS ENGINEERING PLLC N Q LOT 2A - NOR7HWEST PORTION - S/W AREA SOILS: BROWN SILTY LOAM STABILIZED INFILTRATION RATE: 12 1NCHES/HR f UJ to " ► ( { { i { EROSION CONTROL IMPLEMENTATION SCHEDULE INi i 1 f U U L! 1,r U0 PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE j sF PRIOR TO CLEARING AND SOIL ENTIRE PROJECT(REMOVE AFTER FINAL SEDIMENT CONTROL FENCE SITE STABILIZATION AND VEGETATION DISTURBANCE IA6' PROP.TOPSOILa \ ESTABLISHMENT) i •' ROEaT SE ACK ' STOCKPILE ✓ Ln STABILIZED CONSTRUCTION DURING INITIAL SITE WORK ENTIRE PROJECT(REMOVE DURING FINAL WA TERTIGHT COVER WITH 3 AREA ° \ SANITARY SEAL AND VENT /" .. ;: : ENTRANCE MOSILIZ47YON DRIVE RECONSTRUCTION) - ! PROP.ABSORPTION FIELD, - '� DING AND 8" MI t6)PIPE-IN-STONE UNTIL FIiVALESTABLISHMENT VEGETATION N ` TEMPORARY SEEDING&MULCHING AFTER INITIAL SITE GRADING 5 MINIMUM COVER to ABSORPTION TRENCHES 0 60 EA. CD / r 1 t 3 INSTALLED IN STABILIZED FILL, / i T (SEE ABSORPTIONV FIELD SECTION) STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT POWER SEEDING&OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT FINISHED GRADE \ / } STABILIZATION 1 /PROP. zoo PROP. TO�—(10'HOUSE Pt IL ADAPTER CONC, 1 WELL J WASHOUT { � TP-1 A 2" ANNULUS OF NEAT CEMENT OR 1 BENTONITE GROUT IS REQUIRED. SEAL CASING TO BEDROCK REFER TO CITED PUBLICATION FOR 50' MIN. CASING REQUIRED MINIMUM REQUIRED DEPTH OF GROUT 1 / INSTALL.STABILIZED f✓ �'✓.T/ /, ` C0mSTRUCTION ACCESS ` DURING INITIAL SITE WORK PORTION OF TAX MAP#266.1-1-9.2 /� - 1 MOBILIZATION �\. WATER SUPPLY WELLS SHALL BE -- CONSTRUCTED IN ACCORDANCE --- � ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED �� PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. WITH THE STANDARDS OF APPENDIX 5-B "STANDARDS FOR =oH o-,_'oH -_" 10 L•SE7 gp iK F / / WATER WELLS OF 10 NYCRR SUBMERSIBLE PUMP off o g (WIW 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11 4 2021 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 1 ISSUED FOR SPR, PRELIMINARY & FINAL SUBDIVISION PHASE . 1/15/2021 - .• :.• '.;.'. .• 5`: ',: •-. � ��— _7t--{t {-�—�OH---__OH----__OH ---__OH----._ `J \ J c ! \ c c �� 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA. VARIANCE 11/16/2020 FES S �' n' OH OH i ---'ON-.---OH _ 10 I V o. Revisions Date }a L e WELL DETAIL \ay DETAILED SITE PLAN - LOT 2A NTS MAP REFERENCE prepared for. BASE SURVEY INFORMATION TAKEN FROM: "MAP OF . Jennifer Ball , PROPOSED SUBDIVISIONS AND A BOUNDARY LINE .41 Dig FSafely. _O ADJUSTMENT MADE FOR JENN►FER BALL" Pickle Hill Road Nero► Y0or�c DATED., OCTOBER 22, 2020, LAST REVISED: Town of QueenSbury, Warren County, NY E Cali Before You Dig THIS SET OF DRAWINGS IS ISSUED FOR THE SUBDIVISION AND AREA VARIANCE APPROVALS. ^�/{ G f�Q PHIC G4LE � NOVEMBER 4, 2021 PREPARED BY.- " . � � E Wait The Eleq�red Time GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE DETAILED SITE PLAN ` LOT ?A i v v o Drawn: LWD Checked: GTH Scale: 7 =20 Date: 11 3 20 E Confirm utility Response DESIGNED FOR THE TYPICAL BUILDING AND DRIVEWAY FOOTPRINTS SHOWN. IT IS " 10 0 5 10 20 40 n 169 Haviland Road in IM Dig With Ca Marks RESPONSIBILITY OF THE INDMDUAL HOMEOWNER TO OBTAIN SITE SPECIFIC SITE PLANS SCALE: 1 =20 B A R L I N LAND SURVEYING, P.C. Queensbury, NY 12804 Z�������� Ci/ 800-962-7962 FOR THEIRRESPECrIVE DESIGNS AN`DTHE NECESSARY TOWN APPROVALS AND PERMITS. ( IN FEET 97 WOODCHUCK HiLL ROAD LAKE GEORGE, N.Y. 12845 (518) 745-0307 Phone .7T ,N,�„�,.aEg■af®t me,�ryork.con, HUtChinS Engineering PLLC 518 745-0308 Fax NORTH AMERICAN GREEN S75BN SLOPE S.W.P.P.P REQUIREMENTS EROSION & SEDIMENT CONTROL NOTES a t S a i2"3pettl' . INSTALLATION 18" m �� DETAIL _ - - _ _ TOP OF SWALE _ - _ _ _ _ MIN. • THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN . BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND - - - - v Y 9" M/ THE CER77FICA77ON IN THE SWPPP NARRA77VE REPORT AND BE FAMILIAR MTH ALL DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE TOP OF CREST . A� / - N OF THE PP AND REQUIREMENTS OF THE NYSDEC INDIOD L 1. 211-5t, 6++ 1.Prepare soil before installing rotted `, ..,? "°" ° °, ° REQUIREMENTS SWP UA r erosion control products (RECPs), `- ` ,r` r .v i y r i '\ y - i a ` STORM °° ",°" .� INSTALLED AS SHOWN ON THE PLAN 11 "' S-12.5c(7 m t (15cm) 2 F including any necessary ( i -. 24" MAX. ~ \ \ \ SPDES PERMIT° AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY -`` -< `< EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL "° `°° "°° ° application of lime, feriif¢er, and 1 ® CREST CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMS OF THE NYSDEC :°°.:•,>>., THE C ::.•.: °. <° seed. _ 2.Begin at the top of the stops by `. `:.. ` t, i Y i � , INDIVIDUAL SPDES PERMIT FOR STDRMWATER DISCHARGES FROM CONSTRUCTION BE INSPECTED FOR FAILURES OR SEDIMENT r I ' r anchoring the RECPs in a , -� WELL GRADED" , ` f% z. MEASURES SHALL „ .1 ACTIVITY. A COP OF THE INDIVlpUAL PERMIT IS ENCLOSED IN THE SWPPP ACCUMULATION. ANY FA LURE HA L BE IMMEDIATELY CORRECTED° 6 s^{15cm) asap x s^(15an) wide STONE MATRIX Y f S L 1. FILTER FABRIC INSPECTION BINDER.® (15em) trench v�th approximately 1z" 1 2-9" IN SIZE ALL BARE EARTH AREAS SHALL 8E SEEOED AND MULCHED WITHIN 7-DAYS 3B (30cm)of RECPs extended beyond &" ' M I h MIRAFI 14ON • A NOTICE OF INTENT (N01) MUST BE SUBMITTED TO DEC PRIOR TO IN17IA77NG OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH AREA N the up-slope portion of the trench. 1 18" Anchor the RECPs with a row of. FILTER FABRIC DITCH BOTTOM OR EQUAL Anchor the approximately 12 DITCH BOTTOM WORK. ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN (30cm) apart in the bottom of the, SECTION ELEVATION • AN MS4 SWPPP ACCEPTANCE FORM AND COPY OF THE NOI MUST BE SUBMITTED 7-DAYS ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED trench. Backfill and compact the ch after WTHIN 7-DAYS. ";g` >" "m° w , -- m._...�..s..___--- -- - - T THE NOl CAN THEN BE SUBMITTED TO NYSDEC CENTRAL . , « "s "° then compacted stapling. a cld the °A « _` " r°"® «' - remaining 12"{30cm) portion of ` ` S THAT TO THE TOWN OF QUEENSBURY MS4 ADMINISTRATOR FOR APPROVAL AND AND MULCH SHALL BE INSTALLED SPACING PER PLAN SIGNATURE, 0 TEMPORARY EROSION CONTROL MEASURES INCLUDING SEDIMENT CONTROL g a s"e" p" n «° ' - -s.%; RECPs back over the seed and " '-'' ^II^ """ " _« 'r %" ., v" � r r compacted soil. Secure RECPs TOp Cz {`"p "«a-, =, over compacted sS with a row OFFICE. FENCE AND OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY 11 ,\"� ^'^' '-' `' p." ^ t �OF • THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS S2-S7 AND THE �' F � , _ `° - _ =` i �SWq�E TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE ' pp of staples/stakes spaced 3 1 i I- - x approximately 12"(30an) apart f.j � R i �- I=I STORMWA7ER MANAGEMENT REPORT THAN 24-HOURS. X,W g k� - �l,i t across the width of the RECPs. • , , �s " � �-y=} I #�1 lj� 3.Rat me RECPs (a) down or (e} SAME ELEVATION k • AFTER THE COMMENCEMENT OF CONSTRUCTION, THE OWNER OR OPERATOR WITHIN 500' OF M.N.W. OF ANY LAKE POND RIVER STREAM OR WERAND xi `a `}!7i`r #1 } = horizonfatly atxoss the slope. h' n>. �- � i� �� ;���I I-I�, RECPs wie unroll with appropriate SHALL HAVE A QUALIFIED INSPECTOR MAKE A MINIMUM OF (1) INSPECTION NO LAND AREA, NO LAND AREA, INCLUDING AREAS STOCKPILED Wl f ,^ , r ya - �1. ����3 z k s ;t i Y � I side against the srn7 surface. All �z a RECPs must be securely fastened `" EVERY (7) CALENDAR DAYS AND SHALL PREPARE A REPORT AS REQUIRED EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF '' -, `? t t to soil surface by placing 8Y THE GENERAL PERMIT. VEGETATION FOR MORE THAN 24-HOURS WITHOUT A PR07EC77VE ti � z1r .11 1E�I1tI - k �� t stapleslstakes m appropriate _1 ��, ',,\," ldl I i ="'j11= _ I= locations as shown in the staple : • WHEN SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED AND COVERING SECURELY PLACEp OVER THE ENTIRE AREA AND/OR EROSION ''i € T. {{k { {- 3�. , �a1� 1!I�I#I-)'I- I)' 4.The edges of parallel RECPs must c ` I I- I l � I=I ,-� 14 H . ALL DISTURBED AREAS HAVE BEEN STABILIZED, SITE INSPEC110NS SHALL BE CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM Lax I=� l kT 1 -99 - " be stapled with approximatey 2"- PROFILE PERFORMED MONTT4LY. THE MS4 ADMINISTRATOR SHALL BE NOTIFIED IN WRITING ENTERtNG 7NE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS , `�-� AKti >`• z, 'i'1 �,,,I. J� 5" (5 12.5art) overlap depending z 1 � - l , on the RECPs type. THAT THE FREQUENCY OF SITE INSPECTIONS WILL BE REDUCED DUE TO INCLUDE: NATURAL MULCH OF A DEPTH OF 2-INCHES, ROCK RIPRAP, �� >s�k a r t.� °' 3 , 5.Consecutve RECPs sliced down �+ /� /[ °'� " �` ' hM =�3 Rory CHEC/� DAI'f DETAIL CONSTRUCTION ACTIVITIES BEING SUSPENDED. z}F s Yr . + t the slope must be end over end NON-DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS _.� �\ � \4-` 11� 11- 3"(7.Scm (Shingle style)with an approximate IF SOIL DlST(JR$ANCE ACTIVITIES NAVE $EEN SHUT DOWN Wl i14 PARTIAL PROJECT s t� 3"{7.5cm}overlap. Staple through NTS AND IMPERVIOUS STRUCTURES - =' = overlapped area, approximately COMPLETION, INSPECTIONS MAY BE CEASED IF ALL DISTURBED AREAS HAVE BEEN • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & 12"(30cm) apart across entire STANDARD SPECIFICATIONS 1 RECPswdth. FOR CHECK DAM STABILIZED AND ALL STORMWATT R MANAGEMENT PRAC77CES HAVE BEEN INSTALLED APR1L 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED ® ; t)rawingNot ToScale e WITHIN THE PORTION OF THE PROJECT WHICH HAS BEEN COMPLETED. THE MS4 EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN ,NOTE: DEFINITION MAINTENANCE CHECK DAM CONSTRUCTION SPECIFICATIONS ADMINISTRATOR SHALL BE NOTIFIED IN WRITING THAT THE CONSTRUCTION °1-1"`.,°.. NORTH Disclaimer: In loose soil conditions,the use of SMALL BARRIERS OR DAMS CONSTRUCTED OF THE CHECK DAMS SHOULD BE INSPECTED • STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO EXTRA HEAVY LAYER OF MULCH. I��', � 4. M ICA� The information presented herein is general design information only.For s 9 9 v pecificappiications, staple or stake lengths greater than STONE, BAGGED SAND OR GRAVEL, OR OTHER AFTER EACH RUNOFF EVENT CORRECT ALL THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. ACTIVITIES AND INSPECTIONS ARE BEING SUSPENDED. • ANY AREA OF REVEGETATTON MUST EXHIBIT A SURVIVAL OF A MINIMUM O RFEN, consult an independent professional for further design guidance. 6"(15cm) may be necessary to DURABLE MATERIAL ACROSS A DRAINAGE WAY. DAMAGE IMMEDIATELY. IF SIGNIFICANT • THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A 80% OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING 5401 St Wendel-Cynthlana Rd. PH:800.772-2M properly secure the RECPs. • SET SPACING OF CHECK DAMS TO ASSUME THAT THE PURPOSE EROSION HAS OCCURRED BETWEEN SITE LOG BOOK, MAINTAINED ON S17E AND AVAILABLE TO THE PERMIT77NG Poseyvilte,IN47ti33 www.tensarnagreeacom Drawn on:3.16-41 STRUCTURES, A LINER OF STONE OR OTHER ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT REi/EGETA770N. REVEGETA7E AS NEEDED TO MEET THIS REQUIREMENT. �g TO REDUCE EROSION IN A DRAINAGE CHANNEL BY 774E CONTRACTOR EROSION CONTROL BLANKET DETAIL RESTRCHANIICTING THE VELOCITY OF FLOW IN THE SUITABLE MATERIAL SHOULD BE INSTALLED IN THE SAME ELEVA77ON OF THE TOE OF THE UPSTREAM DAM. AUTHORITY UPON REQUEST • AND SPECIrE7CA770N5AFDR EROSION AND SEDIMENT CONTROL (THE BLUETHAT POR77ON OF THE CHANNEL. • EXTEND THE STONE A MINIMUM OF 1.5-FEET BEYOND THE • AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR AND ENGINEER SHALL NTS CONDITION WHERE PRACTICE APPLIES DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. PERFORM A FINAL INSPECTON TO CER77FY THAT THE S17E HAS UNDERGONE FINAL BOOK). THIS PRACTICE IS USED AS A TEMPORARY OR REMOVE SEDIMENT ACCUMULATED BEHIND THE . PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS SEQUENCING EMERGENCY'.. MEASURE TO LIMIT EROSION BY DAM AS NEEDED TO ALLOW CHANNEL TO DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS .SITE CONSTRUCTION,J QViENt�INl3 REDUCING VELOC177ES IN SMALL OPEN CHANNELS DRAIN THROUGH THE STONE CHECK DAM AND HAVE BEEN REMOVED. UPON CERTIFICAT70N OF COMPLETION, A NOTICE OF PREVENT LARGE FLOWS FROM CARRYING APPROPRIATE. TERMINATION (NOT) SHALL BE FILED W17H NYSDEC CENTRAL OFFICE. THAT ARE DEGRADING OR SUBJECT Z EROSION SEDIMENT OVER THE DAM. REPLACE STONES • ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT • INSTALL SEDIMENT CONTROL FENCING ON LOW SIDES OF PROJECT AREA. PLANT AND MULCH AND WHERE PERMANENT STABILIZATION IS AS NEEDED TO ,MAINTAIN THE DESIGN CROSS ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO THE MS4 ACCEPTANCE STATEMENT ON THE NOT MUST BE SIGNED BY THE MS4 . INSTALL STABILIZED CONSTRUCTION ENTRANCE SURROUNDING YARD IMPRACTICAL DUE TO SHORT PERIOD OF SECTION OF THE STRUCTURES. • DAMAGE OR BLOCKAGE FROM DISPLACED STONE. ADMINISTRATOR SO THAT THE NOT CAN THEN BE SUBMITTED TO NYSDEC CENTRAL AREAS USEFULNESS AND 71ME CONSTRAINTS OF u�il rJVI/g// CONSTRUCTION. • MAXIMUM DRAINAGE AREA: 2-ACRES. OFFICE. ESTABLISH SITE SUBGRADES AND INSTALL HEAVY LAYER OF MULCH b EXCAVATE FOR USE FOUN ESTABLISH SUBGRADES A INSTALL DRIVEWAY IR .... l/I1 1/ �..__. ;.co SITE STABILIZATION HD DAnON AND ESTABL AND , ,' y ' 7H BtL1ZA170N MEASURES AS SOON AS INSTALL HEAVY LAYER OF MULCH OR WDODGHlPS. _ „ ,.., .:_ , TEMPORARI GARAE * CT FOUNDATION, HOUSE AND _. 1 ( 10-©" 36" FENCE POST DRIVEN LY • CONSTRUCT VEGETATED DETENTION AREAS AND pINFILTRATION TRENCHES, MAX "O.C. MINIMUM 16 INTO STABILIZATION l ,� I. R PERMANEN7tY CEASED BUT JN NO CASE MORE THAN 7 DAYS , . TOPSOIL, SEED AND INSTALL EROSION CONTROL BLANKETS GROUND . AND MULCH DISTURBED , ._ ,:.. .. PING, TO C _, ." � ,_ � `% ; 1 . SILT STOP EMBED IN 36" FENCE POST STRAWS MU H WATT=RED SNTOJNPLACED ONSSLOPES OVER 3N INSTALL EROSION YARD AREAS. AL LA NDSCAPING,A TOPSOIL, SEED . . ' GROUND 8" MIN. ! STALL ASPHALT PAVEMENT ON DRIVEWAY - _.... SILT STOP EMBED IN L BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH THE DETAILED N ,. CONTROL V 1 , { GROUND 8" MIN EROSION CONTROL PLANS O AND H/JN ACCORDANCE CW1TH MANUFACTURERS � ,� y r ,._.. , {'75 f z UNDISTURBED GROUND INSTRUCTIONS. � .. 6" PVC SDR-35 STAND PIPE, RESTORATION_ SOIL RE " STANDARD SPECIFICATIONS FOR MULCHING INSTALLED TO 6 ABOVE GRADE �r . SOIL RESTORA77ON IS A REQUIRED PRAC77CE OVER POR77ONS OF THE SITE WHERE `h % _� " " L. W/CAP W/(3) 3/4 HOLES SLOPE LENGTH/FENCE LENGTH(FT) THE NATIVE SOILS HAVE $EEN COMPACTED THROUGH EARTHWORK CONSTRUCTION DEFINITION �N -' L W -� T A SDUE OR CHI OR OTHER SUITABLE MATERIALS, r. � , :` AND WILL BE REVEGETAIED IN ORDER 0 RECOVER THE ORIGINAL PROPERTIES AND r , .I , ;' A F � SLOPE STANDARD REINFORCED SUPER TO COVER THE SOIL SURFACE I RAFT •.. '` 8"MIN. z ������� POROSITY OF THE NATIVE SOILS. 140N OR EQUAL�I dy, 300/i500 N/A N/A FOR YARD AREAS, AERATE SOILS W11N SOIL AERATOR MECHANICAL IMPLEMENT PURPOSE '' tNFfL7RATTON TRENCH FILLED '�� 2-i0q i25/JODO 250/2000 3D0/2500 DURING FINAL GRADING, APPLY 6-INCHES OF TOPSOIL, SEEP AND INSTALL EROSION THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A .. P ...."'.__i . b...:,­J , E.........I � � -.� 1 _-7, , " " SECTION SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE WITH 1 -3 CONTROL BLANKETS. CRUSHED STONE .�1 10-2090. 100/750 150/1000 200/1000 MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE 4 TRENCH WIDTH F�� PERSPECTIVE 501E BACKFJLL 20-33% 60/500 80/750 i00/1000 MAINTENAIUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CRUSTING AND r AID IN WEED CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY INFILTRATION TRENCH DETAIL T SEDIMENT CONTROL FENCE DETAIL 33-5D% 4O/250 70/350 100/50D • ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN STA81LlZA170N IN NON-GROWING MONTHS >50� 20/125 30/175 50/250 24-HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO CONDITIONS WHERE PRACTICE APPLIES - NTS NTS ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB 8E IN GOOD WORKABLE CONDITION. • THE CONTRACTOR SHALL CONDUCT AN INSPECT70N OF THE SITE ON A DAILY BASIS PLANTINGS. MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES BY STANDARD SPECIFICATIONS FOR SILT FENCE TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY, RETARDING RUNOFF. - SENS177VE AREAS TO BE PROTECTED BY SILT FENCE MAYBE CRITERIA DEFINITION ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE COVERED NEED TO BE REINFORCED'BY USING HEAVY WIRE FENCING FOR SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF A TEMPORARY BARRIER OF GE07EX77LE FABRIC INSTALLED ON THE ADDED SUPPORT. OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRAC77CES AND SEED AND MULCH CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE SPECIFICATIONS FOR VEGETATED SWALES s�ol'"EAGCSYSTEMS.A SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH -4.5' WIDE SIDE SLOPES SMALL DRAINAGE AREAS OF DISTURBED SOILS TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND WAY PURPOSE STAPLED TO PREVENT SEDIMENT BYPASS AT THESE PRODUCTS 2 ..._ 70 REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED CONNECTIONS DEFINITION REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF SEDIMENT LOAD. FABRIC MATERIAL CRITERIA A VEGETATED SWALE IS A MAINTAINED, TURF-LINED SWALE, DESIGNED TO CONVEY THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. .. . GRAB TENSILE STRENGTH: 90 LBS ASTM D1682 STORMWA7ER AT A LOW VELOCITY, PROM011NG NATURAL TREATMENT AND APPLICATION RATES: APPLICATION ELONGATION AT FAILURE: 50% AS7M 01682 INFIL IRA 7TON. MULCH - 2 TON/ACRE (2 BALES / 1000 SFt) - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE CONSTRUCTION SPECIFICATIONS 4 VEGETATION REQUIREMENTS FENCE PLACED ON A SLOPE: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE AMEND SOIL AS NEEDED Wl1H FERTILIZER AND LIME - - i:2 SLOPE (509a) 25 FT POSTS WITH WIRE TIES OR STAPLES POST SHALL BE STEEL • PROVIDE 4-INCHES OF TOPSOIL ...... . 1:3 SLOPE (339 ER "T" OR "U" TYPE : _. .. } 50 FT El E OR HARDWOOD. . REMOVE ALL STONES AND DEBRIS .. - 1:4 SLOPE (25%) 75 FT 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WERE APPLY SEED MIX AT 75 LBS/ACRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID _ . . ; ; ..... ... 1:5 SLOPE OR LESS 100 FT MAINTENANCE REQUIREMENTS 12" MINIMUM FILTER FABRIC TENCATE I - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH • FER77LIZE AND LIME AS NEEDED TO MAINTAIN DENSE VEGETATION. --- 114 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF OPENING. MIRAFI 140N OR EQUAL / MOW AS REQUIRED TO MAINTAIN GRASS HEIGHTS OF 4-6 INCHES. 4-6" RIP RAP 3. WHEN TWO SEC710NS OF FILTER CLOTH ADJOIN EACH 07TfER RIP RAP DITCHLINE DETAIL W a 1.5 FEET. THEY SHALL BE OVERLAPPED BY 6-INCHES AND FOLDED. • REMOVE SEDIMENT AND DEBRIS BUILD-UP ANNUALLY. - EROSION WILL OCCUR AS SHEET EROSION. • INSPECT FOR POOLS OF STANDING WATER; REGRADE AND REVEGETATE AS NEEDED. CD T, FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, NTS W � - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE STABIUNKA T140N OR APPROVED EQUIVALENT • REPAIR EROSION IN CHANNEL BOTTOM AS NEEDED; RE-TOPSOIL, SEED AND o N DESIGN CRITERIA INSTALL EROSION CONTROL BLANKETS. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR • USE OF HEAVY EQUIPMENT FOR MOWING AND REMOVWG DEBRIS TO MINIMIZE SOIL TAX MAP#Is 266.1-1-9. 1 & 9.2 - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED APPROVED EQUIVALENT: FROM THE TOE OF A BE COMPACTION. SLOPE. ASTHE POSSIBLE, AREA BEYOND MINIMUM FENCEjMUSTFEET BE UNDISTURBED OR 5 MATERIAL REMOVED "BULGES" DEVELOP IN NEEDED THE SILT VEGETATION SEEDING SCHEDULE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSER Q STABILIZED. FENCE. PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. RECOMMENDED APPLICATION `� AREA OF SEEDING SPECIES/MIX RATE ! ' L BASS j j EROSION CONTROL IMPLEMENTATION SCHEDULE 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING i i/4/202i KENTUCKYB BLUEGRASS, j +n 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS i0/7/2021 DETENTION AREA& 75 LBS/ACRE . - n o j Cr CREEPING RED FESCUE m ro w LAWN AREAS PERENNIAL RYEGRASS� TOTAL o CD o N PRACZ7CE IMPLEMENTATION TIME DURATION OF PRACTICE 1 ISSUED FOR SPR, PRELIMINARY & FINAL SUBDIVISION PHASE 1/15f 2021 TEMPORARY SEEDING o w I 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11/16/2020 ANNUAL&PERENNIAL 75 LBS/ACRE W O FOR EROSION � 0 ENTIRE PROJECT(REMOVE AFTER FINAL RYEGRASS MIX TOTAL o PRIOR TO CLEARING AND SOIL CONTROL W SEDIMENT CONTROL FENCE SITE STABILIZATION AND VEGETATION N o. Revisions Dote _0 DISTURBANCE ESTABLISHMENT) =� ��j RUCTIDN DETAIL SHEET STABILIZED CONSTRtICTZON DURING INITIAL SITE WORK ENTIRE PROJECT(REMOVE DURING FINAL V S v v PPP NOTES r CONS", ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) °3 � � �"' � prepared far: 11 ' Jennifer Ball 9� UNTIL FINAL GRADING AND VEGETATION I C) 7 Dig O S afe s TEMPORARY SEEDING&MULCHING AFTER INITIAL SITE GRADING ESTABLISHMENT A - � e_k 'e�l h, Pickle Hill Road Warren County, NY New Or I A � ��� ���� Town of Queensbury, tl', � � nor e���`y.�` IM Call Before You Dig STORMWA TER DETEN77ON AREAS DURING FINAL SITE GRADING PERMANENT ESSi - Drawn: LWD I Checked: GTH Scale: NOTED Date: 11/3/20 ®Watt The Required Time EM Confirm utility Response ' 169 Haviland Road 0 Respect The Marks 4 ii ®nig with care SEEDING&OTHER VEGETATION � � 29,1671'®1'®l AFTER FINAL SITE GRADING PERMANENTIAhl, Qu8) 745 y, NY 12804 STABILIZATION. ° 800-962-7962 291672-01-Dl wvrw.digsafeiynelxyorkeom {518) 745-0307 Phone Hutchins ngineering PLLC 518 745-0308 Fox 6 T ' ,. STANDARD SPECIFICATIONS WINTER STABI LI Tt ON STANDARDS FOR CONCRETE TRUCK WASHOUT o Z _... .. ---. _ _ T— DEFINITION&SCOPE � A TEMPORARY EXCAVATED OR ABOVE GROUND PROVIDE APPROPRIATF ACCESS WiTH A GRAVEL FOR IN MINQIViDUA L SIT 1 0 NEEDED E CONDITIONS SILT FENCE/HAYBALES OR OTHER LINED CONS7RUC7ED PIT WHERE CONCRETE ACCESS ROAD SLOPED DOWN TO THE STRUCTURE. o 0 SUPPORTING HARDWARE a TRUCK MIXERS AND EQUIPMENT CAN BE SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO o 0 0 0 STANDARD AND SPECIFICATIONS FOR • WASHED AFTER THEIR LOADS HAVE BEEN THE FACILITY AF7>=R THEIR LOAD IS DISCHARGED. WINTER STABILIZATION - DISCHARGED. UNER: ALL WASHOUT FACIL171ES WILL BE LINED TO o 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PURPOSE PREVENT LEACHING OF LIQUIDS INTO THE GROUND. . THE LINER SHALL B£ PLASTIC SHEETING WITH A o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o — 0 0 0 0 0 0 0 70 PREVENT HIGHLY ALKALINE RUNOFF FROM `I .. perimeter and sensitive locations.Silt fence and other ENTERING STORM DRAINAGE SYSTEMS OR MINIMUM THICKNESS OF 10 MiLS WiTH NO HOLES C�� � �' 8 practices requiring earth disturbance must be installed OR TEARS, AND ANCHORED BEYOND THE TOP OF o 0 W_ _A__�_ 0 0 0 0 0 0 0 0 0 0 0 %_ _9_ _4_ 0 0 0 �_ <: LEACHING INTO SOIL. N before the ground freezcs. CONDITION WHERE PRACTICE APPLIES THE PIT WITH AN EARTHEN BERM, SAND BAGS, v � o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- o 0 0 0 ip i' dy 7. Soil stockpiles must be protected by the use of STONE, OR OTHER STRUCTURAL APPUR7ENANCE l WASHOUT FACILITIES SHALL BE PROVIDED FOR EXCEPT AT 7HE ACCESS POINT. established vegetation,anchored straw mulch,rolled ,EVERY PROJECT WHERE CONCRETE WILL BE o 0 0 0 0 tl (` '�i stabilization matting,or other durable covering.A barrier must be installed at least 15 feet from the toe ofN SIDE SLOPES, IF EXCAVATED, POURED OR OTHERWISE FORMED ON THE SITE. �� sc the stockpile to prevent soil migration and to capture IF PRE—FABRICATED WASHOUTS ARE USED THEY loosesoii. SHALL BE 2 HORIZONTAL THIS FACILITY WiLL RECEIVE HIGHLY ALKALINE „ :> r � � ���� , MUST ENSURE THE CAPTURE AND CONTAINMENT 6 MIN COURSE OF x .�ri TO 1 VERTICAL WASH WATER FROM 774E CLEANING OF CHUTES, EXISTING GROUND i , OF THE CONCRETE WASH AND BE SIZED BASED 2-4" STONE o ��, II, 8. In areas where sail disturbance activity has temporarily MIXERS, HOPPERS, VIBRATORS, PLACING a z or permanently ceased,the application of soil SECTION-A 8'L x 8'W x 2'D CONCRETE WASHOUT EQUIPMENT, TROWELS, AND SCREEDS. UNDER ON 174E EXPECTED FREQUENCY OF CONCRETE 5 z t�a XI.; stabilization measures should be initiated by the end of POURS. THEY SHALL BE S17ED AS N07ED IN THE f��( o the next business day and completed within three(3) AREA WITH I IMPERMEABLE LINER NO CIRCUMSTANCES WILL WASH WATER FROM LOCATED CRITERIA. STABILIZED CONSTRUCTION YCCiSS 1ay� aa days. Railed erosion control blankets must be used on THESE OPERATIONS $E ALLOWED TO iNFIL7RATE °'' ` `" ' `" all slopes 3 horizontal to t vertical or steeper. SILT FENCEIHAYBALES MAINTENANCE OR OTHER SUPPORTING INTO THE SOIL OR ENTER SURFACE WATERS NTS A DESIGN CRITERIA • ALL CONCRETE WASHOUT FACILITIES SHALL BE Definition&Scope 9. If straw mulch alone is used for temporary HARDWARE INSPECTED DAILY. DAMAGED OR LEAKING stabilization,it shall be applied at double the standard £ CAPAQ THE WASHOUT FACILITY SHOULD BE STABILIZED CONSTRUCTION ACCESS CONSTRUCTION SPECIFICATIONS A temporary site specific,enhanced erosion and sediment rate of 2 tons per acre,snaking the application rate 4 SIZED TO CONTAIN SOLIDS, WASH WATER, AND FACILITIES SHALL BE DEAC71VA7ED AND . STONE SIZE — USE 2-4" STONE. control plan to manage runoff and sediment at the site during tons per acre.Other manufactured mulches should be REPAIRED OR REPLACED IMMEDIATELY EXCESS construction activities in the winter months to protect off-site applied at double the manufacturer's recommended RAINFALL AND SIZED TO ALLOW FOR 7HE • LENGTH — NOT LESS THAN 50—FEET. water resources. rate. EVAPORA77ON OF WASH WATER AND RAINFALL. RAINWATER 7HAT HAS ACCUMULA7ED OVER • THICKNESS — NOT LESS THAN 6—INCHES. 10 WASH WATER SHALL BE ES77MATED AT 7 HARDENED CONCRETE SHOULD BE PUMPED TO • WIDTH — 12—FOOT MiNiMUM, Conditions Where Practice Applies 10. ad ensure adequate stabilization of disturbed sail in A STABILIZED AREA, SUCH AS A GRASS FILTER . GE07T=X77LE — WILL BE PLACED OVER THE EN77RE AREA PRIOR TO PLACING OF STONE. advance of a melt event,areas of disturbed soil should GALLONS PER CHUTE AND 50 GALLONS PER be stabilized at the end of each work day:unless: HOPPER OF 174E CONCRETE PUMP TRUCK STRIP. • SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES This-standard applies to at(construction activities involved • ACCUMULATED HARDENED MATERIAL SHALL BE SHALL BE PIPED BENEATH THE ENTRANCE. iF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH with ongoing land disturbance and exposure between AND/OR DISCHARGING DRUM. THE MINIMUM SiZE REMOVED WHEN 75q OF THE STORAGE a, work will resume within 24 hours in the same area Novemberl5"'tathefollowingApril IS`. 1V•5N SLOPES WILL BE PERMITTED. and no precipitation is forecast or; SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM CAPACITY OF 7HE STRUCTURE IS FILLED. ANY • MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT AND 2 FEET DEEP. IF EXCAVA77=D THE SIDE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY, ALL SEDIMENT SPILLED, Desi�at Criteria b. the work is in disturbed areas that collect andAA EXCESS WASH WATER SHALL BE PUMPED INTO retain runoff,such as open utility trenches, SLOPES SHALL BE 2 HORIZONTAL TO 1 A CONTAINMENT VESSEL AND PROPERLY DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS—OF—WAY MUST BE REMOVED IMMEDIATELY. 1, Prepare a snow management plan with adequate storage foundation excavations,or water management VERTICAL. for snow and control of melt water,requiring cleared areas. LOCATT¢[J LOCATE THE FACILITY A MINIMUM OF DISPOSED-OF OFF SITE. • WHEN WASHING IS REQUIRED, lT SHALL BE DONE.ON AN AREA STABILIZED WITH STONE AND WHICH snow to be stored in a manner not affecting ongoing 100 FEET AWAY FROM DRAINAGE SWALES, • DISPOSE OF THE HARDENED MATERIAL DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. construction activities. 11. Use stone paths to stabilize access perimeters of , , OFF—SITE IN A CONSTRUC710N/DEMOLI7I0N PERIODIC INSPEC71ON AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. buildings under construction and areas where 8 L x 8 W x 2 D STORM DRAIN INLETS, WE72ANDS, STREAMS AND LANDFILL. ON—SITE DISPOSAL MAY BE ALLOWED 2. Enlarge and stabilize access points to provide for snow construction vehicle traffic is anticipated.Stone paths CONCRETE WASHOUT OTHER SURFACE WATERS. PREVENT SURFACE management and stockpiling.Snow management should be a minimum I0 feet in width but wider as AREA WITH WATER FROM ,ENTERING THE STRUCTURE IF THIS HAS BEEN APPROVED AND ACCEP7ED activities must not destroy or degrade installed erosion necessary to accommodate equipment. IMPERMEABLE LINER AS PART OF THE PROJECTS SWPPP. IN THAT " . and sediment control practices. EXCEPT FOR 774E ACCESS ROAD. CASE, THE MATERIAL SHOULD BE RECYCLED AS • • Maintenance SPECIFIED, OR BURIED AND COVERED WITH A " 3. A minimum 25 foot buffer shalt be maintained from all MINIMUM OF 2 FEET OF CLEAN COMPACTED .• •• OUTLET FROM DET. AREA perimeter controls such as silt fence. Mark silt fence The site shalt be inspected frequently to ensure that the a EARTHFlLL THAT /S PERMANENTLY STABILIZED z.�• with tall stakes that are visible above the snow pack. erosion and sediment control plan is performing its winter Q — :.. .. .. stabilization function.if the site will not have earth TO PREVENT EROSION. 7. a _ • • •• 8 MIN. 6 8 RIP RAP EXTEND - -_ _ 4. Edges of disturbed areas that drain to a waterbody within disturbing activities ongoing during the"winter season",all LEVEL • THE PLASTIC LINER SHALL BE REPLACED Wi TH s' . 100 feet will have 2 rows of silt fence,5 feet apart, bare exposed soil must be stabilized by established � .••• :''• ' ` " installed on the contour. vegetation,straw or other acceptable mulch,matting,rock, EACH CLEANING OF THE WASHOUT FACILITY. 4 .''•. -•' 'LCNG.T7I P_r:"R•.PLRld "-'.'. -.• or other approved material such as rolled erosion control • INSPECT 774E PROJECT S/1E FREQUENTLY TO >- ""'` `'' ' 5. Drainage structures must be kept open and free of snow products.Seeding of areas with mulch cover is preferred NCA7E ENSURE .THAT NO CONCRETE DISCHARGES ARE " ` STQI APN AT:: " o GE07EX71LE FABRIC lE and ice dams. All debris,ice dams,or debris from but seeding alone is not acceptable for proper stabilization. - - w ' ' '~' : = PIP. 'OU7FALL.;:: . MiRAFi 140N OR EQUIVALENT plowing operations,that restrict the flow of runoff and O - TAKING PLACE IN NON—DESIGNATED AREAS `. =': ••�•. �.. meltwater,shalt be removed. Compliance inspections must be performed and reports W _- - I Y oy. URY END 4" INTO SOIL ... filed properly in accordance with the SWPPP for all sites 6. Sediment barriers must be installed at all appropriate under a winter shutdown. .. ., `'"� `' , - #2 STONE ..'.,-.,.:.;r....:• : , . . 1 . .. 4 MIN ,.. .:: GEOIFX71LE FABRIC 7ENCA7E November 2016 Page 2.38 New York State Standards and Specifications A M/RAFI 140N OR EQUIVALENT For Erosion and Sediment Control ) � 11 SIGN IDENTIFYING SiTE' AS DETENTION BASIN OUTLET DETAIL CONCRETE WASHOUT AREA NTS PLAN _� CONCRETE 11.1 TRUCK WASHOUT DETAIL a TOP OF BERM COLD WEATHER INFILTRATION NTS TO BE LEVEL TRENCH PER PLAN ROCK OUTLET BERM PER SEED & INSTALL EROSION INSTALL RIP RAP ON SIDES WEIR PER PLAN PLAN CONTROL BLANKETS AND TOP OF CULVERT END FINISHED GRADE �V 'G PER PLAN ,. TOPSOILS ;;.. ->; \TV 3— GRADING . 4" MIN. I��� , XifMI\N.. V � W 14' TOTAL SUBBASE WIDTH TAPER TO MEET EXISTING GRADE, TOPSOIL, SEED & INSTALL FLARED END SEC77ON WITH 12' TOTAL SURFACE WIDTH EROSION CONTROL BLANKETS, BOLTED COUPLING BAND :, _ i i ,? NOR7H AMERICAN GREEN "✓ f DITCNLINE 3-4q CROSS SLOPE S758N OR EQUAL - J s✓ . sit ° 2 PER PLAN 3 12" MIN. DOT MEDIUM STONE ✓ F < Y y Y x ::. . , CULVERT PIPE 1 T ;,. r ,.:. ._ AX FILL 8 LO Y 6 WIDE , '' t.5 1 M NG 8 . ,.... . _..... - 1 . . WELL DRAINED 1 : .-._-_. . RAN- -. .._ .._ _._. �. . .....: . . ........_ G ULAR FiLL .._..... - ........ ...'' '......r._.i -- - _ : .......... _,.. - .. @ -: .. ... ..........-. ..-.. ... ...... ... .... ... f. f......... r.11....._.._.. : _... ...... ......_ . . : i - TAPER TO MEET : NATI VE . ._. m o f EXISTING GRADE ____ , BURY END 6 INTO SOIL SOILS .1...... f ,. _. . ....... ._..._.. . - . a . iLLL _ P R . .RIP O � R ...._.. _ ........ .. ..._. -__. . .. ....... _._... . ....-- ..., , ...; : . ... . , ; 4 IN ONE : : o .....-" _. -_. : ..... . ........_. M #2 ST ROCK LINED . .. ...._... . . _; : ....._. .. _ ...... ..... . . .. 1 HLINE ; :........ . : - :°� p TC ; : .. ..; GEO X7TLE FABRIC, PER PLAN COMPACTED WOVEN GE07EXTIL!~ —ROADWAY — 12" TOTAL DEPTH OF _ TENCATE MIRAFI 14ON . SUBGRADE STABILIZATION FABRICS NYS DOT SECT. 304. TYPE 2 OR 4 COMPACTED TO 95Y. STD. PROCTOR Q �q �^► FUTURE ASPHALT PAVEMENT BEAMED VEGETATED DETENTION BASIN DETAIL DRIVEWAY SECTION CULVERT END SECTION DETAIL NTS NTS NTS . p s PLANT AND hlULGH v " - — __:...:. _.. .......... . _ SURROUNDING YARD 3 MIN AREAS ,� Q N X &?>£xx n x �x �xX x> X X Qx x > � � 2" BINDER COURSE ASPHALT 1 �l/ 1111 '!/ m ��� xxt x x x xx x » �t� to 12 MIN x xxxxxxRX,ox� � 1-1/2 TOP COURSE ASPHALT -- y/il/�III 'lllli !/ltE�tllilllll ! x x x xx o x OR 3 SINGLE BtNDER COURSE n = y y GRANULAR SUBBASE COURSE 8 �, % NYSDOT SECTION 304 TYPE 2Z . 1. %\ ; ✓ TAX MAP#s 26fi. -1 9.1 & 9.2 OR 4 COMPACTED TO 9 5q - _ ✓ ' r _ ALTERATION OF THIS DOCUME NT EXCEPT BY A LICENSED SUBGRADE COMPACTED TO STD. PROCTOR — . --_ \ \ r ; _ _ 90� STANDARD PROCTOR r\ 1. ­511 `" PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION TAW. r 1) W - c _.._ .. - _._ %\ � �' 2 -- ASPHALT PAVEMENT DETAIL � v - N N N NTS I Ir . r 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 j1­1..... ..., r, , o w - ' , w i; , ' RESOLUTIONS, ENGINEERING COMMENTS 10j7/2021 y o - i /' \ r 2 APPROVAL RESOLUTI A ( , , >! - � r�, I " 1 ISSUED FOR SPR, PRELIMINARY & FINAL SUBDIVISION PHASE 1/15j2021 y 6 PVC SDR-35 STAND PIPE, o� x x x x x o Xx GRAVEL SURFACE; INSTALLED TO 6" ABOVE GRADE 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11/16j2020 �� x � a _ xxxxxx x Ix x Qx x W/CAP W/(3) 3/4 HOLES Revisions Date x x x x x NYSD07 SECTION 304 Y �., y f N O. 8" MiNX4 x sxx �xx 'x �# o x � � TYPE 2 OR 4 COMPACTED , g� x x xx xxo � xx " x TO 959 STD. PROCTOR N DETAIL SHEET x .. l .. 140N OR EQUAL RA ��,�, CONSTRUCTIO EE _ ; L. __....� � �1-11-1.... r .... _. °� re ared for: D-- IRA 0 TRENCH FILLS r ei'�n/ . ... .�9�� : =-� :.......­1 I ­...­.;t .._ 9� , ]I WITH 1E 3S { I SUBGRADE COMPACTED TO _ ¢ Jennifer Ball 9O STANDARD PROCTOR CRUSHED TONE , < a Pickle Hill Road 4' TRENCH WIDTH � ,':7 De Safi . Town of Queensbury, Warren County, NY I FM evvrlF®r GRAVEL SURFACED YARD AREA DETAIL INFILTRATION TRENCH DETAIL �� @F Call Before You Dig � E , � ®wait The Required Time NTS NTS .: � 0p� Drawn: LWD Checked: GTH Scale: NOTED Dote: 19/3/20 . IM confirm utility Response ESt4 Respect The(darks . 11 en Navi, N Road 29.E,C 71-01—D2 ,� EM®Dig with care Queensbury, NY 12804 U/ LJ 800.962-7962 201672-01-D2 www.di sofa ork.com Hutchins Engineering PLLC (5512 7745-0308 Foxe » iynewy I WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM FILL MATERIAL NOTES W/W SYSTEM INSTALLATION NOTES ABSORPTION FIELD NOTES STABILIZED FILL ABSORPTION FIELD LOTS 2&2A LOT 1 AFTER PROPOSED ABSORPTION BED TOPSOIL, PLACEANDTAPER AREA. SYSTEM FILL OVER THE EN71RE AREA « CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. THIS DESIGN U77LIZES STANDARD PIPE-IN-STONE ABSORPTION INSTALLATION NOTES 4-BEDROOM RESIDENCE 5-BEDROOM RESIDENCE DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND AS1M F481 INSTALLATION OF TRENCHES INSTALLED IN STABILIZED FILL. CUT ALL ]BEES, WATER SAVING FIXTURES WATER SAVING FIXTURES "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, THERMOPLAS77C PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. • BOUNDARY CONDITION (CLAY LAYER) = 12" SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF 2-5 « AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH REMOVE STUMPS AND EXISTING TOPSOIL AND ORGANIC MATERIAL • BOTTOM OF TRENCH INSTALLATION ELEVATION = 12" ABOVE EXISTING GRADE (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) MINIINCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 107. BY TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SEC71ONS OF TRENCH. FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED (PROVIDE 24" OF VERTICAL SEPARATION FROM BOTTOM OF STONE TO BOUNDARY _e DESIGN FLOW - 110 GPD/BEDROOM DESIGN FLOW - 110 GPD/BEDROOM WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT « PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. CONDITION (CLAY LAYER) AFTER REMOVING ORGANICS & TOPSOIL) HALL BE IN THE RANGE OF 0.50mm 70 2.0mm. LESS THAN 159 OF THE MATERIAL SYSTEM DESIGN FLOW - 440 GPD SYSTEM DESIGN FLOW - 550 GPD SBY WEIGHT SHALL BE LARGER THAN A i/2" SIEVE. ; INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN 7HE ABSORPTION TRENCHES, • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER WASTEWATER SYSTEM MATERIAL SEPTIC TANK ISEPTIC TANK ABSORPTION AREA. SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR 07HER UNSUITABLE TO DIVERT SURFACE RUNOFF AROUND ABSORP71ON FIELD. SPECIFICATIONS 1250 GAL PRECAST CONCRETE DUAL COMPARTMENT 2000 GAL PRECAST CONCRETE - DUAL COMPARTMENT OF 2-FEET BETWEEN BOUNDARY CONDITION (BEDROCK OR SEASONAL HIGH CONDITIONS. GROUNDWATER) AND BOTTOM OF ABSORPTION TRENCHES. ONLY SYSTEM FILL INSPECTION REQUIREMENTS HOUSE SEWER PIPE -NO GARBAGE GRINDER OR JACUZZI/SPA TUB (1500 GAL REQ'D FOR 5-BEDROOMS, UPSIZE TO ALLOW FOR IN-SINK MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER « ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY PIPING TO 8E 4" SDR-35 DR SCN-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE (ADDI77ONAL 250 GAL OF TANK SIZE TO BE ADDED FOR EACH GARAGE GRINDER & JACUZZI/SPA TUB, 250 GAL REQ'D FOR EACH) AREAS FROM 7HE DISPOSAL FIELD. '„ FILL PLACEMENT TO BE INSPECTED BY THE TOWN OF EFFLUENT SEWER PIPE MECHANICALLY GARBAGE GRINDER AND JACUZZI TUB} ABSORPTION_ AREA SYSTEM FILL MATERIAL IS TO BE MECHA STABILIZED !N 12" °' DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED HAS BEEN INSTALLED. QUEENSBURY BUILDING DEPARTMENT & DESIGN ENGINEER AFTER PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8' PER FOOT MINIMUM SLOPE PUMP STATION LIFTS WITH ]RACKED EQUIPMENT PRIOR TO INSTALLATION OF CALLYABSOR 770N STABILIZED • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO STABILIZAPON AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO FORCE MAIN ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI INSTALLING THE TRENCHES. PIPING TO BE 2" HDPE SDR-11, PROVIDE POSITIVE DRAINBACK TO PUMP STATION PUMP STATION - LOT 2A 1000 GAL PRECAST CONCRETE INSTALLER TO NOFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL TYPE SPAS OR GARBAGE' GRINDERS. FILTER FABRIC 1000 GAL PRECAST CONCRETE' W/DUPLEX, DEMAND DOSE, ALTERNATING EFFLUENT PUMPS PRIOR TO TRANSPORTING TO SITE FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI « BACKWASH FROM WATER SOFTENERS OR CONDt7TONING SYSTEMS MUST BE EXCLUDED FROM THE SEPTIC TANK, PIPING, ABSORPTION FIELD COMPONENTS & 140N OR EQUIVALENT. W/DUPLEX, DEMAND DOSE, AL7ERNA7ING EFFLUENT PUMPS LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES A PERCOLATION LEST IS TO BE PERFORMED PRIOR TO INSTALLING ABSORPTION WASTEWATER SYSTEM. TRENCHES TO BE INSPECTED BY THE TOWN OF QUEENSBURY SYSTEM FILL MATERIAL TRENCHES TO VERIFY IN-PLACE PERCOLATION RATE IS IN ACCORDANCE {MTH FILL ROOF, F07ING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE BUILDING DEPARTMENT & DESIGN ENGINEER PRIOR TO BACKFILL FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL W17H NO PARTICLES - " LEACH FIELD - STANDARD PIPE-IN-STONE ABSORP77ON TRENCHES DESIGN PERCOLATION RATE = 8-10 MIN/IN SPECIFICATIONS. WASTEWATER SYSTEM. GREATER THAN 3" AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." TOPSOIL INSTALLED IN STABILIZED FILL (3.5'-4' SYSTEM FILL) APPLICATION RATE = 0.9 GPD/SF PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND DESIGN PERCOLATION RATE = 16-20 MINAN ABSORPTION TRENCH AREA REQUIRED = 611 SF CHAIN ON EA. PUMP ESTABLISH TURF. (BLEND OF FILL SOIL RATE & NATIVE SOILS) 2' WIDE TRENCH LENGTH REQUIRED = 306 LF I a TO TOP OF TANK TOD EXTERIOR WEATHERPROOF JUNCTION BOX APPLICATION RATE = 0.7 GPD/SF INSTALL (6) TRENCHES AT 60 LF EACH ALLOW FOR FUTURE PUMP REMOVAL (IF NECESSARY). SEAL CONDUIT GAS TIGHT. ABSORPTION TRENCH AREA REQUIRED = 629 SF 360 LF TO BE PROVIDED INSTALL CONTROL PANEL IN HOUSE WITHOUT ENTERING TANK 2' WIDE TRENCH LENGTH REQUIRED = 315 LF 12"± COVER 2" MIN. DROP INSTALL (6) _TRENCHES AT 60 LF EACH POTABLE WATER SUPPLY TO BE NEW ON-SITE WELL -MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO WELL 1C MIN. _ BETWEEN INVERTS 360 LF TO BE PROVIDED COVER _ INSTALL FLOAT SWITCHES TO DISTRIBUTION BOX -MAINTAIN 100' MINIMUM SEPARATION FROM ABSORP71ON TRENCHES TO WELL OPERATE PUMP AND DI TEE JOINS TWO PUMP 2" MIN . MAINTAIN LEVELS AS INDICATED DISCHARGES INTO POTABLE WATER SUPPLY TO BE NEW ON-SITE WELL -MAINTAIN 100' MINIMUM SEPARATION FROM STORMWATER DETEN7ION °'. �° ONE FORCEMAIN -MAINTAIN 50' MINIMUM SEPARA71ON FROM SEPTIC TANK TO WELL BASINS TO WELL 4" PVC SCH-40 ° 2�, , - -MAINTAIN 100' MINIMUM SEPARATION FROM ABSORPTION TRENCHES TO WELL INLET �— 4" PVC T SEWER ° ° ° TRANSITION TO 4" 6" MIN' LIQ tD LEVEL OUTLET EFFLUENT SEWER BALL VALVE;------_._. � OUTSIDE OF -MAINTAIN 100' MINIMUM SEPARATION FROM STORMWATER DETENTION MIN. SLOPE anl ONE PER PUMP D-BOX DISTRIBUTION BOX NOTES 1/4" PER FOOT MIN. SLOPE « PIPE JOINTS TO BE SEALED WITH BASINS TO WELL - . I 1/3 " INSTALL VALVES AND 2" HOPE SDR-11 CONCRETE BAFFLE ASPHALTIC MATERIAL OR EQUIVALENT: 4"H x18"W SLOT, DEPTH 18" 1 f8 PER FOOT UNIONS SUCH THAT E17HER . 16" FORCEMAIN USE SPEED LEVELERS TO ASSURE « INVERT ELEVATIONS OF ALL OUTLET " (2) 4" ELBOWS OF OUTLET MIN. PUMP CAN BE ISOLATED 4 MIN TOPSOIL OVER THE WATERTIGHT SLEEVE OR 6" ELBOW - INVERT1 . AND REMOVED WITHOUT ALL OUTLETS ARE AT EXACTLY THE PIPES MUST BE EQUAL, USE SPEED EA177RE ABSORPTION FIELD, ( ) REQUIRING PIT ENTRY " SAME ELEVATION LEVELERS, AND SEAL TYP - �� SEED & ESTABLISH TURF x e D-BOX TO BE INSTALLED IN 4 PVC SDR-35 SOLID HEADER TO CONFORMANCE KITH MANUFACTURER'S OVERFILL TO PROPOSED DUAL q � � PERFORATED ABSORP77ON BED PIPING, ALARM/ FLOAT SWITCHES - INSTRUCTIONS. BACKFILL FREE OF ALLOW FOR i COMPARTMENT LAG PUMP ON INSTALL INSIDE PUMP PIT 1/8" PER FOOT MIN SLOPE STONES OVER 3" SETTLEMENT PRECAST CONCRETE j '" 60-75% OF 25-40q OF 4" IN LOCATION ACCESSIBLE SEP77C TANK a TANK VOLUME TANK VOLUME WITHOUT PIT ENTRY PUMP STATION NOTES LOT 1 - 2000 GAL •=-� . LEAD PUMP ON LOT 2 - 1250 GAL ° VOLUME OF DOSE 2" SCH-40 PVC INSIDE SEAL ALL TANK OPENINGS WATERTIGHT, MINIMUM 2X WIDTH - PER NOTE WET WELL THROUGH WALL MAXIMUM 4X WIDTH PUMP OFF -{� PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH FIL TER FABRIC 16" MIN. GATE VALVE VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCA770N. M/RAF/ 14ON 6-12" ° ° ° 8 .'° REDUCING TEE POINTED DOWNWARD OR EQUAL 2 TRENCH WIDTH f f _ _ d ° ° WITH 1" BALL VALVE THROTTLED TO INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE ,Y .. -; IN BACK INTO S lNS1RUC710NS 1-1 AND NA 710NAL i r-✓ ✓ ✓ > ✓ ✓ ;` J ALLOW TRICKLE DRA !N ACCORDANCE WITH MANUFACTURER' �._, - ,.._a: y r r r , r , , / i /y / d r / ✓ Q f r WETWELL IREMENTS ._. 1. �-. h-><_ , ,,_, 4.:. 4: ELECTRIC CODE N.E.C. REQU • , ..... 2 1N. O �a "n r .y "; I. STALLED TO ALTERNATE PUMP y. ' `T q w UNION (2)- LOCATE SUCH THAT PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED 12" MIN. Y"i ✓ v.:r . . ,-✓ ✓ i "u ' UNION CAN BE DISCONNECTED AND DOSING AND TO PROVIDE A 150-GAL DOSE. I —0 O __ __ _____ __ _ _____ ---___ 12" CLEAN SAND, GRAVEL SEPTIC TANK NOTES EACH PUMP REMOVED WITHOUT TANK 2021545772 6", 0 0OO ����0° I Instr#2021-3000099 OR 3/4-1-1/2" STONE ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE BALL CHECK VALVE �-CO0 GAL PRECAST ENTRY PUMPS TO BE GOULDS MODEL 3885, WE05H 23OV, SINGLE PHASE, 20 GPM �� o 00 ��o 11/10/2021 03:47:34 PM DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED CONCRETE PUMP TANK PUMP AT 35 FT 7DH. 3 4" TO 1-1 2" 1 Pages BY UTOPIA ENTERPRISES OR EQUIVALENT DUPLEX (2) EFFLUENT.PUMPS 1 MAP 12" CLEAN SAND, GRAVEL VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. - CRUSHED STONE ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. OR 3/4-1-1/2" STONE ABSORPTION TRENCH SECTION Pamela J.Vogel,warren co clerk FLED WHERE EXIS77NG SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. NTS CONSTRUCTION DESIGNED FORTH-20RWHEEL LOADINGFFIC AREAS SHALL BE OF EXTRA HEAVY SEPTIC TANK & PUMP STATION DETAIL NTS 4" MIN. TOPSOIL ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT, JOINTS BELOW THE LIQUID e 40' MIN. WIDTH OF TOP OF SYSTEM FILL NATIVE SOILS LEVEL MUST BE TESTED BEFORE BACKFILLING. 1 68' MIN. LENGTH OF TOP OF SYSTEM FILL TAPER AREA - MAXIMUM SLOPE 1:3. 4" TOPSOIL ON ENTIRE FILL AREA, FILTER FABRIC SYSTEM FILL MATERIAL ALL /\/ /\/\/\/\/\/\/\/\/\/\/\/\/ /\ \/\/\/\/�/s/\/\/\/ /\/\/\/\/\/\/\ \ \ \ \ NCH SPACING SEED AND ESTABLISH TURF L 6 Y 1 . 1 N OR EQUAL :: AROUND -.;:.;;:,� .>.. OVER TOP OF STONE : I. ...:.._......:..r ,. 12 ES , 4' TO TOP 12" MAX COVER AT .! : . \ . . „ _ ...... . _: ,...<+ . OF TAPER 6 DGE OF TRENCH __.. : • 7 4 ,,- & ENDS OF MOUND E _... .. _. 7YP PIPE „ _,, ,. . _.... r ... __... .,_ .. ....... ....... ,. ......- SPACING . . _ .. ,. . t,,> r ; _ : ...,`,J_ .. r ;.: .__._ - ._.. _. 1. 11,11 _. _. „ . _ 1 X r,:: -; MA ..,.: ,;;`;;: is a. " �`� _._..._ .. _: - -.. .... . .. 3.5E SYSTEM �.:�. .� ° ,,. SLOE _. . - . 4 . .._.,. U. ., �•• . _... ._... ..._..... r __.j 4 _.. /. =5-.. 2 - n,; . . _: ........ .... ... FILL AkTERi L ...... -.._.--. :-.._....... ....::.. .... .- -._. - : . : . :_._.._. ........... ....... ._ .. __....._ ......-. t ... :: .. ... .. .,. ♦ .. .. ...•.. x .--..•... I I . _ _. :114* F ....... S_. ILS_- : VE ANDY SO __. _. ._.__..._. : .._. NATI S _._. : _ PPROxt TE D3S N6 GR � 1 1 ! 4 - , A., __ ... _.._ 1 . IN _ ...ANY. , . _. - 2 M. > 7`0 . - -.._ . . _ i �i ::-..-,.��!4!411.,.-::�:..�1 1 1.:::,-. � � , .... ....._.. J 4....4� - .....: __: : ...._. , _.... i 4=� , "'.�.-.-_--:I : !-� . ...... � 4 , �_../_ __: __ 14� 1 _. .. -_. . _ . UNDAR C{�fVt�ITiON _._ �� -- ; ..... CLAY BOUNDARY ONDI ! H W RO C T/ON _ $ .,_G>. BTU 6C _� : : . ; z �­-­­ -­­.....� 111-111 i '' � � ! 1 . 444 � � _.__.. . . ....... Q. _.. _ THE O . RI. _ jFr - ET11­1I CA__ ; --. L _ i B __.. _ BOUNDARY N AR Y ON _..... _ _ . . .. _ TR CH ____ WIDE ABS ORP710N E D 24 _... . . .. . F .. _... _-.. ... _.... . .PROPOSE N -�-. . oN 1; -EN COU —__. . NT ER `. - T - f5T P : ,._ ... N71/IS - — G EACH ---- A - _ REQUIRED AT SO LONG -6 POR - - . , _ TI _... _.._._ _._ . '._.._ Q 0 _:. _ NOEL T ) AB ;... - ( SO w—. ......: RP77 _. ... _.._ L ON FTELD AREA) ; . : : 111: - - _._, : . _ ]BENCH SECTION _ _... ; S ABSORPTION R DETAILS - - -- - - - --AND PROFILE FO FIELD SECTION LOT � _ � , _; , : : STEP EA. TRENCH 3" PER GRADING PLAN ABSORPTION FIE S NTS TURN TOP FOOT OF CLAY LOAM NATIVE FIELD GRASS & 12" OF 3/4-1-i/2" PIPE-IN-STONE SYSTEM FILL MA7I=REAL, 4" PVC PERFORA7I=D & BLEND W/SYSTEM FILL TOPSOIL TO BE REMOVED WASHED CRUSHED ABSORP77ON TRENCHES 2-5 MIN/INCH IN-PLACE LATERAL APPROXIMATE POLYETHYLENE EXTENSION TO GRADE PRIOR TO PLACING FILL STONE (6) REQUIRED ® 60' EA. PERCOLATION RATE FINISHED GRADE WITH TAMPER RESISTANT ACCESS COVER ABSORPTION FIELD SECTION - LOTS 2 & 2A 2" MIN. DROP - . , I� [� ----r I -- - — -BETWEEN INVERTS SCALE: I"=4' . 12" MIN. SUGGESTED. INSTALL POLYLOK COVER PL-122 FILTER SUCH THAT IT ' IS READILY REMOVABLE THROUGH 12" MAX. . TAX!1/IAP#'s 266. -1-9. ? TANK ACCESS COVER COVER 4" MIN TOPSOIL OVER 7HE ENTIRE ABSORPTION FIELD; ° ° . °: °. � 4" PVC SDR-35 DISTRIBUTION BOX SEED AND ESTABLISH TURF ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ° °2 , 4" PVC SDR-35ij I I J, I PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. INLET FILTER FABRIC 6" MIN. LI D LEVEL OUTLEET 2» MIN. MIRAFI, 14ON OR EQUIVALENT MIN. SLOPE a �-- 1/4" PER FOOT 1 3 MIN. SLOPE BAFFLE =1 11=(�1 1 i _ 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4j2021 / 1/8 PER FOOT DISTRIBUTION BOX NOTES " — I 1=!11- I f—I f I—f 1 I=III—III— 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 16" 4"H x18"W SCOT, DEPTH 18" 12 MAX _�I I=(�I=1 I I=1 I=1 (2) 4" ELBOWS OF OUTLET MIN. USE SPEED LEVELERS TOT • PIPE 'JOINTS TO BE SEALED WITH {.1 A=) R71GHT SLEEVE11 OR 6" ELBOW INVERT ASSURE ALL .OUTLETS ARE AT ASPHALTIC MATERIAL OR EQUIVALENT. — — 1 ISSUED FOR SPR, PRELIMINARY & FINAL SUBDIVISION PHASE 1/15/2021 WA TE L : °- - ---x�._ EXACTLY T!•fE SAME_ELEVATION « INVERT .ELEVATIONS OF ALL OUTLET ,I 6" fN• 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 13/16j2020 AND SEAL TYP �+�-- ( ) � PIPES MUST BE EQUAL, USE SPEED ION ° —\ �o Revisions Date a z > 4" PVC SDR-35 SOLID HEADER LEVELERS. 2" MIN. Oo SLOPE 0,O Qo oPROPOSED 1250 GAL ELI _ Q .DUAL COMPARTMENT a TO PERFORATED TRENCH PIPING, « D-BOX TO BE INSTALLED IN co —$- ODi3f PRECAST CONCRETE a o�, 60-75� F 25-40% 9/8 PER FOOT MIN SLOPE , /y SHEET . � co 0 OF CONFORMANCE Wl7H MANUFACTURERS n -n �'* I WASTEWATER DETAIL SEP77C TANK a TANK VOLUME TANK VOLUME SEPTIC TANK NOTES INSTRUCTIONS. I o06003bu- G �� o°o - 4 y ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YDRK STATE 6" U °O�o o " �� �' �= prepared for: DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL! BE OF PRECAST � � �D� 4 PERFORATED PVC LATERAL, t MINIMUM 2X WIDTH . �0 0n SLOPE 1 16" 1 32" PER FT. a 1$ R 3� €. Jennifer Ball I .. jMAXIMUM 4X WIDTH CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL. __ / - END CAP , $ ' I ° . ALL STRUCTURES SHALL 8E PLACED ON FIRM, COMPACT SAND OR GRAVEL 3/4" TO 1 7/2" • A .,Jf Pickle NItI Road ° ° 8 BASE. WHERE EK/ST1NG SOIL CONDITIONS ARE UNSUITABLE CRUSHED STONE CRUSHED STONE6 � Town Of QUeet3sbttry, tNarren County, NY .SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE ABSORPTION TRENCH PROFILE OFESVI I .. Drawn: LWD Checked GTH: Scale NOTED Date: 11/3/20 r SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY NTS SEPTIC TANK DETAIL CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. IA. 0 .46h, Qu169 H rylaNY R 12804 291 671-Q1-D3 . NTS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFiLLING. (518) 745-0307 Phone 29 i 672- 1_D3 Hutchins Engineering PLLC 51s 745-0308 Fax 1 / v