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L ' )UIy"6MEN-v1w ` "0 N I N (31 I"'AV r., V %.3 g--%-1 - ' ­-.1-1. - ­w-�IK - . ."J' ketch Phase SURVEY a.........a RR-3A - RURAL RESIDENTIAL 3-ACRE Town of ueqoc�7nsbury 0-4 a S1 MINIMUM LOT SIZE: 3-ACRES �iubmission. Ar'41 R FRONT SETBACK: 100, Iff it November 16, 2020 ENGINEERING" P"'L A M31 W coo"tr r e n C (0�j U 1,01% ty SIDE SETBACKS: 75' §-% d­s, REAR SETBACK: 100, 1Z - U L -"IN '-'LAN S VERAL'y SUBDI'VIS10 r EL . I Planning B ard 34' 'Otate BUILDING HEIGHT 40 F io S3 - DETAI""LED '�"!'iUBDIVISlkf'JIN P"'LAN ,New York ' LOT WIDTH: 400W IV"% V--% a ROAD FRONTAGE- 400' FreliminAry & P-inal Phase, S4 - DETAILED S'ITE Pr%LAN - LO"'T 'I'A ' *,,% a Tcoax Mceap # 266 . 1 - 1 - 9 . 1 PERCENT PERMEABLE.- 7S% Z)Ite Plan Review e1%r" #-I& S5 - DETAILED :'31ITE P"'LAN - LU I Z 1P0% r-1 IV & Area 'Variance J"rn T o w n o f Q ute-%: e i .L ,v*.i b U ry Av-%v-%roval IR.esolut'-Jons & D 1 - S W P P P N 0 T E S & C"0 N b .I R U C"T 10%,N D E T A I L S-1 FIE1,"T PP &It , , , N a 0 r1V "M E ".r zwomissions ,1 E 0 W-N a-%, 4" a -�,-% d-V hngineerinev Comments UU b-1 HE E T M, D2 - ,&' NSTRUC"TION DETAIL 0 Subdivri �oion z 2020 6 January 15, 2021 D3 - WASTEWATER DETA IL SMEET ." a ,--In V" a I a IR Resubmission .,, rinal A%-%proval Plans for 6ignatures & n ing. 111% P November 4, 2021 Uctober 7, 2021 SEQR NEGATIVE DECLARATION ZONING BOARD OF APPEALS APPROVAL PRELIMINARY STAGE S/D APPROVAL FINAL STAGE SUBDIVISION APPROVAL -- - -- ---- ------- -� ----------- -- -- -- I -------]I F I ----T--- I � I I I I I I I own OfQuemsb�[Iry I [ l'(,1i1Cxr,Sb111­ I Community I)cvelopment Oftice 11 1 4, There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. Town of Queensbury � � % , 1�'1111�iin�Ll 'y fIcn-viopmeni 01'&,� Zoning Board of Appeals--Record of Resolution It'll be a slight improvement over the pre-existing conditions. It existed for many decades. Community Development Office � - I ('11t, Inif, i , 7428ayRoad,QuePr.,sbury NY 12804 ft, � 74�Ila�Road,Queenslai it v,Ni Y 1 IA04 Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 1 1 1 � � � et 5� The alleged difficulty is somewhat self-created because they're creating a new home above this property up 1 4ft- o , 742 Bay Road,Queensbury,NY 12804 Town of Queensbury Planning Board 6� The applicant must submit a copy ofthe following to the Town: Town of'Queensbury Planning Board I......�X(4u,ealb,oy oil the hill behind it. a) The project NOI(Notice of Intent)for coverage under the current NYSDEC SPDES General Permit � Area Variance Resolution To: Approve 6, In addition,the Board finds that the benefit to the applicant from granting the requested variance would Town of Queensbury Planning Board � IZESOLUTION-Approve � for coverage under an individual SPDES prior to the start ofm site,vvor,k. SEQR RESOLUTION-Grant Negative Declaration I Subdivision Final Stage')-2021 JENNIFER BALL(PAMELA HARRIS) b) 0Trhc project NOT(NoficeofT,ruimaf.n)upo.connilotion of the ptojo,t�and Subdivision Preliminary Stage 1-2021 JENNIFER BALL(PAMELA HARRIS) Applicant Name: Jennifer Ball outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or I Tax Map ID:266.1-1-9.1&266�1,I-8 i Property Address:Pickle Hill Road/Zoning:RR-3A 'Fax Map lb�266.1-1-9.1&266�1-1-8/Property Address:Pickle I-Ell Road/Zoning:RR-3A File Number: AV 11-2021 communitT RESOLUTION-Approve 7, The applicant must maintain on their project site,for review by staff. Subdivision Preliminary Stage 1-2021 JENNIFER BALL(PAMELA HARRIS) � a) The approved final that have been stamped by the Town Zoning Adnainistrator, These plans must Location: Pickle Hill Rd. 1. 'The Board also finds that the variance request under consideration is the minimum necessary; Tax Map ID:266,1-1-9.1&266.1-1-8 1 Property-Address:Pickle Hill Road/Zoning:RR-3A , A subdivision application has been madet to the Queensbary Planning Board for the following: Applicant A subdivision application has been made to Vic Queensbury Planning Board for the following: Applicant � Tax Map Number: 266.1-1-9,1 proposes a two lot subdivision and a boundary line adjustment. Parcel 266.1-1-9.1 is 16 acres-Lot I to be include the project SWPPP(Storm Water Pollution Prevention Plan)when such a plan was prepared ----,.,--,­-­­-­-------.�, proposes a two lot subdivision and a boundary line adjustment. Parcel 266.1-1-9.1 is 16 acres--Lot I to be 12 ZBA Meeting Date: February 17,2021 8. The Board also proposes the following conditions: A subdivision application has been made to the Queensbury Planning Board for the following: Applicant 1 12 acres and Lot 2 to be 3 acres. Boundary line adjustment with parcel 266.1-1-8 that is 0.64 acre and add and approved;and � acres and Lot 2 to be 3 acres. Boundary line adjustment with parcel 266.1-1-8 that is 0.64 acre and add 1.00 proposes a two lot subdivision and a boundary line adjustment, Parcel 266.1-1-9.1 is 16 acres-Lot I to be 1.00 acre for total of 1.64 acres. Lot I has an existing garage of 2,400 sq.ft.on site that is to remain and to b) The project NOI and proof of coverage under the current NYSDEC SPDES General Permit,or an I acre for total of 1.64 acres. Lot I has an existing garage of 2,400 sq.ft.on site that is to remain and to be The Zoning Board ofAppeals ofthe Town of'Queensbury has received an application from Jennifer Ball. ' be expanded with 1680 sq�ft.roof sections,total to be 4,080 sq.ft, Also a new single family home is to be individual SPDES permit issued for the project. -0 � 12 acres and Lot 2 to be 3 acres. Boundary line adjustment,witli parcel 266.1-1-8 that is 0.64 acre and add a) a � xparided with 1680 sq,ft,roof sections,total to be 4,080 sq� E Also a new single family home is to be Applicant proposes to construct new single-family home with an attached garage 4,460 sq.ft.with 120 sq�ft, a) 'The Use Variance for a commercial use would be dissolved if we are going to grant this approval this 1,00 acre for total of 1.64 acres, L t I has an existing garage of2,400 sq.ft.on site that is to remain and to tr ted on Lot 1. Lot 2 is to also be developed with a single family home, Pursuant to Chapters 183, � 3 --1�7::::� �2 c evening, 0 8. Final approved plans, in compliance with the Subdivision, must be submitted to the C T- ---- I constructed on Lot 1, Lot 2 is to also be developed with a single family home. Pursuant to Chapters 183.147, 1 porch/deck area footprint.The project also includes renovation of 2,400 sq�ft.commercial garage to a be expanded with 1680 sq.ft.roof se tions,total to be 4�080 sq.ft. Also a new single family home is to be 147, 179-3-040 & 179-5-020 of the Zoning Ordinance,subdivision oi land,major stormwater and neve ommunity I 0 4 1 1 U, `-" " � I c i e 79-3-040&179-5-020 of the Zoning Ordinance,subdivision of land,maj idential garage with t,680 sq.ft.addition to either side ofthe garage(total footprint would be 4,0 b) Adherence to the items outlined in the follow-up letter sent with this resolution. constructed on Lot 1. Lot 2 is to also be developed with a single family home. Pursurnitto Chapters 183, 1 construction shall be subject to Planning Board review. Development Department before any further review by the Zoning Administrator or Building and Codes �- - for stotanwater and new construction 80 sq,ft.). � cons no personnel. < ,­­,i- Ili shall be subject to Planning Board review. Relief requested for 2 garages,where only one is allowed,setbacks of the garage,and size of garage. 1477 179-3-040 & 179-5-020 of the Zoning Ordinance, subdivision of land,major stormwater and new 0 �, 0 � 'es � � I In I MAKE A MOTION TO APPROVE AREA VARIANCE NO. I I- I construction shall be subject to Planning Board review. I Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter A-1 83,the Planning Board T- �a�-, 1 2021,Introduced by James Underwood,who moved for its adoption,seconded by Michael, has determined that this proposal satisfies the requirements as stated in the Zoning Code; 9. The applicant must meet with Staff after approval and prior to issuance of Building Pennit and/or the - ­1� I I The Planning Board has determined that the proposed project and Planning Board action is subject to review 1��� McCabe: I � beginning of any site work. * '71­, I I � under the State Environmental Quality Review Act; I The applicant requests relief for 2 garages where only one is allowed,setbacks of the garage,and size of garage. I Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter A-1 83,tile Planning Board This application is supported with all documentation,public comment,and application material in the file of i � I Duly adopted this 17"Day ofFebruary 2021 by the following vote: has determined that this proposal satisfies the requirements as stated in the Zoning Code; �� �,,, The proposed action considered by this Board is Unlisted in the Department of Environmental Cons(�rvation record; � 10,Subsequent issuance offurther permits,including building permits is dependeiit on compliance with this = " . I ­ I'll I ,f � � I and all other conditions of this resolution; 0 : Regulations implementing the State Enviromnental Quality Review Act and the regulations of the Town o Section 179-3-040 dimensLo_nAl,Seenop.]79-5-020 ftara2e,179-13-010 exuansion 1 AYFS� Mrs.Hamlin,Mrs.Hayward,Mr.Henkel�Mr�Urrico,Mr,Underwood,Mr.McCabe The requirements of the State Environmental Quality Review Act have been considered and the Planning M!Q�Tlo ROVE SUBDIVISION FINAL STAG 0 ­ I � i v: I Board has adopted a SEQRA Negative Declaration - N TO APP E 2-2021 JENNIFER BALL (PAMELA I () I � Queensbeu�. Relief would be requested for Lot I to have two garages and have one garage to be in excess of 2,200 sq,ft. __ _ - ---- I Setback relief for the garage addition is to be 67 ft,from the ivest side,where 75 ft,is required and 39 ft�to the NOES: NONF ­ I HARR I. Introduced by David Deeb who moved for its adoption, I 1.As-built plans to cerlify that the subdivision is developed according to the approved plans to be provided 0 No Federal or other a i � I � _to issuance of the certificate ofoccupaticy; R- gencies are involved: front setback where 100 fir,is required. The existing structure as is could be inodified and improved with The requirements of the State Environmental Quality Review Act have been considered and i prior , I i The Planning Board made a recommendation to the Zoning Board of Appeals on 2/16/202,1� the ZBA I� the Planning i I the appearance on the outside only. No additions would be built on to that structure in excess of2400 ABSENT: Mr.Kuhl I approved the variance requests on 02/17/2021; Board has adopted a SEQRA Part I of the Long EAF has been completed by the applicant; i I -NLe fen on, the gatji�Lc Declaration; and if the application is a moth i ti I Motion seconded by Michael Dixon. Duly adopted this 23'day ofFebruary 2021 by the following vote: � � i square feet. i i � requirements of the State Environmental Quality Review Act have been considered,and the proposed I ii A public hearing was scheduled and held oil 02/23/2021; modification[s]do not result in any new or significamly different environmental impacts,and,therefore, � AYES: Mr.Shafer,Mr.Hunsinger,Mr.Dixon,Mr.Valentine,Mr.Deeb,Ms.White,Mr.Traver -E K � t HT � Part 2 of the Long EAV has been reviewed by the Planning Board; I I SEQR Type H--no further review rcquired� I I I no further SEQRA review is necessary� i r- > :1 �a , I I I This application is supported with all documentation,.public comment,and application material in the file of I I M -0 W ; NOES: NONE 0 (n CD �, Upon reviewofthe information recorded on this EAT,itisthe conclusion ofthe Town ofQueensbury Planning I A public hearing was advertised and held on Wednesday Februaiv 17,2021, 1 record: I i I G i�:i r,a , Board as lead agency that this project will result in no significant adverse impacts on the environment,and, I ,� I I 1 2. Waiver requests gravt�d: no waivers have been requested. i U) CD C:, I , � I I ABSENT: Mr-Magowan �2 �,) � � therefore,an envirointiental impact statement need not be prepared, Accordingly,this negative declaration is 1 Upon review of the application materials, information supplied during the public bearing, and upon MOTION TO APPROVE SUBDIVISION PRELIMINARY STAGE 1-2021 JENNIFER BALL 3. The approval is valid for one(1)year from the date of approval. Applicant is responsible for req "n c:, (� I consideration offlie criteria specified in Section 179-14-080(A)ofthe QueensburyTown Code and Chapter 267 1 (PAMELA HARRIS) Introduced by David Deeb who moved for its adoption. el I W 0 issued. � U L,L CD � an extension ofapproval before the ono(1)year time frame has expired ifyou have not yet applied ffir'ga � i OfNYS Town Law and after discussion and deliberation,we find os follows: i � building permit or commenced signifioant site work. I R (D I - 0 1 MOTION TO N FOR SUBDIVISION PRELIMINARY STAGE I Motion seconded by John Shafer. Duly adopted this 23"dav ofFebruary 2021 by the following vote: NJ (D � � I ­J cc 1 1-2021 JENNIEER,��� Introduced by David Deeb who moved for its adoption, I, There, is not an undesirable change in the character of the neighborhood nor a detriment to nearby 4. The limits of clearing will constitute a no-cul buffer zone,orange construction fencing shall be installed M seconded by Michael Valentine; � � properties. It would be a slight improvement for the neighborhood to have this building upgraded. AYES: Ms.White,Mr.Shafer,Mr.Hunsinger,Mr.Dixon,,Mr.VaJendne,Mr.Deeb,ML Traver around these areas and field verified by � I � i - � , Cormiumity Development staff I 3;: I I I NOES: NONE ! As per the resolution prepared by staff. 1 1 Feasible alternatives were considered by the Board. This structure has been here for well over 20 years and I 1 5. Engineering sign-off required prior to signature of Planning Board Chairman. i even though the structure is not a permitted structure,it's pre-existing non-conforming use will be improved PLANNING BOARD APPROVAL i I i ABSENT: Mr.Magowan I 1. Part II ofthe,------EAF has been reviewed and completed by the Planning Board. by the requested variance to improve the building. - I i � i Page 2 of 2 2. Part Ill oftbe_is not necessary because the Planning Board did Dot identify potentially moderate to 3. The requested variance is substantial because it is a second building,but we're changing the use from I � large impacts, � commercial use to residential storage use. RITY OF A RESOLUTION I Page 1 of2 � Pa c,I of2 ADOPTED FEBRUARY 23, 2021 � I 9 BY THE PLANNING BOARD OF THE I Phone: 518.761.8220 1 Fax:5 18,745,4437�,742 Bay Road,Queensbury,NY 128041 www.queensbuii�.net Phone: ,518361.9220 1 Fax: 518.745.44371742 Bay Road,Queensbury,NY 128041�wgismbury.net Phone: 518.761.8220IFax: 518.745.44371742 Bay Road,Queensbury,NY 128041www.queensbury,net Phone: 518.761.8220IFax: 518.745.44371742 Bay Road,Queensbui)�,NY 1280411 � , TOWN OF QUEENSBURY, NEW YORK. � 1 29-1671 i I I-�­ I I - I I-------------------------- L----...-------------------------------------.------- - --------­---------- � ^, ­­- --L-­------- ----,----------------- I I I � . STAT7 OF NPN YrMK) �, --- . . 11. r M I - I I - COUNTY OF WARREN ) 11� I I 11 Jennifer Ball �, �, � Duly adopted this 21'it day of February 2021 by the following vote: � 4 H%L tP-S'i,i(L�t ,Trellsurer of the county 1"I W*rren. " I ­ I . I I StstP of Now YOrk 00 HERFRY CER71FY that, aCCOrding to the records � 4,4',� I I 11% , I � I I 111 a I Pickle Hill Road I I , , I I " , f, , 1 , - "", ­­ ­ 11 ". I AYES: Mr.Deeb,Ms.White,Mr.Shafer,Mr.Hunsinger,Mr,Dixon,Mr.Valentine,Mr,Traver In my office. the taxes on the propwv shown on this map have been I'll, ­ I� 1� I A I i leffl � �I � ,,, I 1� I 11 "" " , .1,1 :Ll- - I ? I I - I -� 11 , " ', , ,�, A C Sh t I f 0 1 1 11 � ­, I I , , I 11 .. I -�� �� 7,�'� , - - R 42 11 � - Ii Q I � --Ve I I mj� V 11 , - ­-'-011 ,� A i"",�'l�",,��,,�i,�, - I I . I I C� i I I ) F , I NOES: NONE I �I �?J k,I ,J 1 6 M I � , I � 20;V. - I I�E-,�!i Ot 44i� �, I � " , -" , i paid for the years Wided to 20100 ,�_ ri, A 3&, 440.1, 111, I t) I - ii%l I'Us -1 1� 1 169 hav'knd Road ,4 1 1 -A, N I ., ABSENT: Mr,Magowan � I k�­C­,,"A � , I- i­ ,//,---,-' ---7--- Q. ­0 " L 'Z I BARDIN LAND SURVEYING, P, C. - Queensbury, NY 12BO4 -4", r-25 , 09 ,�, , ,,, I I i Warren Coidhty-'Iy�qirsure( I�Z­ N iiEt6, I L L-1-1 DATE SIGNED /�' , , A-`-:Z�� I �iiii�iiii;,Ili � , 4e 11 I I I 1 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 12845 Asz -AA,l � 'It, .01 --7'- 71 "c.,,��,, � I-11 'Ili I I � I I l­ t� " , I (51B) 745-0307 Phone � 11 11 �- - -----l".A I I I Hutchins Engineering PLLC (51B) 745-030B Fax I � � I I ­L. I LEGEND 0 C.LR,S CAPPED IRON ROD SET / 0 I.R.F. IRON ROD FOUND - _ - I.P.F. IRON PIPE FOUND OAK �T _ J s CIR.F CAPPED IRON ROD FOUND ` V J POINT �t yWA Y �// N/F NOW OR FORMERLY _ v- C.B. CATCH BASIN _ L.P. LAMP OR LIGHT POST 10-, UTILITY POLE x WIRE FENCE REMAINS LOT 9 CHAIN LINK FENCE LANDS N/F OF -.°H -- OVERHEAD WIRES LIONEL BARTHOLD AND 0 WELL DEBORAH BARTHOLD ee W.F.P. WOOD FENCE POST BOOK 5395 PACE 48 OT 10 ' S.B.L, 266.01-1-r6' LANDS NIP OF ®••_•°- PROPOSED BOUNDARY LINES THOMAS KUBRICKY AND TERRI E. .KUBRICKY LOT 11 LOT 12 EXISTING BOUNDARY LINES BOOK 6694 PACE 113 LANDS NIP OF , LANDS NIF OF TO BE REMOVED C.F.R.F. e` S.B.L, 266.01-1-14.4 t THOMAS J. AUBRICKY SANDRA CHAMBERS LISA DUNAY, AND -- SETBACK LINES s85°2'1'30"E AND TE E. KUBRICKY 219.t8' ° PAUL S. CHAMBERS AS TRUSTEES -- --- -- s841s'o0"E BOOK 5666 PAC-' 150 OF THE SANDRA CHAMBERS TRUST w S.B.L. 266.01-1-14.3 BOOK 5628 PAGE 90 0 - 0 324.75' S.B.L, 266.01-1-14.2 LANDS NIP OF jj o 1� °' � S83°51'00"E VALENTIN MUCK AND z ANNA MUCK j 524.06' BOOK 5827 PAGE 287 )) - S.B.L, 266.01-1-13 C.I.R.F, S84-34'00"E woods 427.16 I - - - _ ~ �` �.,. ��� SHED - - ' delineated wetlands CLR.F. area = 31,390= sq. ft: �- .L.4dVI.tS' N/F' OF TRUSTA8 - ._ BARBAI?A B. hV)r�'AS - - OF TA..L'BARBA" B. 1 )rr TRUST' YOLLUr"8895 P.46?ff"3 - S:B Of-f 8 / yam, - - - LANDS N/°F OF <` ry MICHELE M. WALKER & AREA = 12 OOt ACRES ! JOAN S. WALKER FORTION OF LANDS OF JENNIFER BALL ' , BOOK 6874 PACE 2b4 BOOK Jam'881 PACE 120 W L -- PART OF(S.B.L. 266..01-1-9.1) - - - -- - I ' / S°B.L. 266.01-1-10 PROPOSED LOT 1 - o \ 00 SHED ofd fa m road -- z - \ L0 30� ®.•..•. AREA 5 89t ACRES - o 233. E S85' o 68 01 _ ! 400 00' ..p PORTION OF LANDS OF JENNIFER BALL C� B I 1 ••.�. I BOOK PAGE & 56 1 � � ..•`. BOOR 5680 PACE 57 r p woods I 1 PART OF(S.B.L 266.01-1-9.2) I V) C.L(.'.F. j .PROPOSED LOT 1A (4f AREA = 1.®Of ACRES ! LANDS NIP OF i ! C.IR.F FORD J ROBBI SHERRY L. NELSON N%0 PORTION OF LANDS OF JENNIFER BALL ' Ni S84°38'30'E D BECCA J. ROBBI s BOOK S.B. PAGE 254 j I I o� I 319.05 ' BOOK 6174 PAGE 63 M!^ PART of(S.B.L 2D6.01 1 COMBINED ! S.B.L. 2 6.PAGE 6 2� TO BE CONVEYED TO AND COMBINED wTl'H j P^cp 1 LANDS OF DEVON R. HUTCHINSON � k i N 3 BOOK 5996 PACE 225 (S.B.L W6.01-1-8) o�uoi ` AREA s 2.09-* AC 3 If of /wry A ACRES spring N';h - __ I a ;n't ��' °l ` PORTION OF LANDS OF JENNIFER BALL M� cFF. O, d� - -�\ ✓? �co I _� 1 BOOK 4805 PAGE 289 o 2F. AREA = 3.00.t ACRES � �� � PART OF(E.BL 26601-1-9.2) rn �- N81°53'00"W 243.00, ' finish floor : buried ° patio PROPOSED LOT 2A o 1 PORTION OF LANDS OF JENNIFER BALL I _ "I 22.44' - N85°V, A` ( eiw.= za 4' ! propanen -.............-�0 l - �30 W ' � BOOK 6874 PACE 254 - - j I - PART OF(S.RL 266.01-1-9.1) tank N0635'OQ E 8 -� - - - PROPOSED LOT 2 I �•."l N06°35'00"E 100.00 104.54 S06'35'00"' 100.00' deck I gravel drive I \ N1N shed � � 0 shed ------- 0j0 Z, LR.F. we(( - 1 t \ S2137'48"W grave, drive\ cNa w - - -- _ 24.83' i a - - ! W _ we o N85°Ol'30"W -- H_ a" ! culvert N cv g as 15.00' _- N85 Ot'30 W— _ o„_ °f _ \• m�.= z58.o' t`A N85'01'30"W cb, 400.00' 5.00° �� \°rye 0 0B -N85°01 30 W Ia b ° -N85°01 30 W-OA , inv.= 238-9' r ❑u__. 268.43' -N85'01 30 - °H W-- 2021545770 ----..__--__--...__ Instr#2021-3000098 t t 11/10/2021 03:40:27 PM NOTES: £ 1 Pages MAP 1) BASE MAP PREPARED FROM AN OCTOBER 2020 FIELD SURVEY. Pamela J.Vogel,Warren Co Clerk FILED 2) NORTH ORIENTATION BASED ON MAP REFERENCE 1. DEED REFERENCES: MAP REFERENCES: 3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF MAP OF PROPOSED SUBDIVISIONS AND A BOUNDARY LINE ADJUSTMENT .MADE FOR 1) CONVEYANCE TO JENNIFER BALL BY DEED 1) "MAP OF A SURVEY OF A PROPOSED BOUNDARY LINE THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. -11-7EIAM BALL RECORDED IN THE WARREN COUNTY CLERKS ADJUSTMENT MADE FOR JENNIFER BALL" DATED ¢ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED OFFICE IN BOOK 4910 PAGE 148. DECEMBER 07, 2017 PREPARED BY BARIJIN LAND ) JENNI SURVEYING, P.C. LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE 2) CONVEYANCE TO JENNIFER BALL BY DEED NEW YORK STATE EDUCATION LAW. RECORDED IN THE WARREN COUNTY CLERKS 2) "MAP OF A SURVEY MADE FOR PAMELA J. HARRIS" TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK OFFICE IN BOOK 5630 PAGE 157. DATED MARCH 05, 2013 AND LAST REVISED JULY 09, 2013 PREPARED BY DAVID J BOLSTER LLS. 5) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE �+ AND IS THEREFORE SUBJECT TO ANY EASEMENTS, RIGHT-OF-WAYS, COVENANTS OR ASURVEYINGIN LAN P. C. RECORDED IN THE 3) CONVEYANCE E JENNIFER BALL CLERK*S BY DEED 3) "MAP OF "THE NORTH FORTY" A PROPOSED RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD e„ s WARREN COUNTY CL SUBDIVISION OF LANDS OF JOAN KUBRICKY" DATED MAY DISCLOSE. ;' WOODCHUCK HILL ROAD LADE C zR`� �.ORaE, Y. 12845 OFFICE IN BOOK 6374 PAGE 254. 27, 1987 PREPARED BY COULTER & MOCORMACK, LLS. 4) CONVEYANCE TO DEVON R HUTCHINSON BY 6) UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BEEN SHOWN FROM C 4 ., ` PROJECT N0: 200904 SHEET. 1 OF 1 SCALE: 9"=100' DEED RECORDED IN THE WARREN COUNTY SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY WITHOUT CLERK'S OFFICE IN BOOK 5996 PAGE 225. THE BENEFIT OF SURFACE LOCATIONS BEING MARKED BY THE PROPER AUTHORITIES, THERE MAY BE OTHER UTILITIES WHICH THE EXISTENCE OF ARE NOT KNOWN. SIZE ' ; ;' ,6 '; DRAWN BY. REB APPROVED BY.- REB /� TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES MUST BE VERIFIED IN THE 1� I�.,� SCAL- FIELD BY PROPER AUTHORITIES PRIOR TO ANY AND ALL CONSTRUCTION OR DESIGN. SEALED BY. R.ANDOLPH E BARDIN, Jr. LLS 051009 -Jc 0 2 J 00 CALL DIG SAFE PRIOR TO ANY EXCAVATION. w WARREN COUNTY TAX PARCELS: 266.01-1-3, 9.1, 9.2 7) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNT, AND STATE REGARDING THE SUBDIVISION OF LAND., { DATE. 1111312020 REVISED: 1110412021 l.. LEGEND I 0 C,I,R.S CAPPED IRON ROD SET • 0 I.R.F. IRON ROD FOUND ___��_�_�^ " I.P.F. IRON PIPE FOUND OAC,I.R.F CAPPED IRON ROD FOUND POINT VALLEY WA yNOW OR FORMERLY ®s� -' N/F CATCH BASIN C.B. LAMP OR LIGHT POST L.P. UTILITY POLE WIRE FENCE REMAINS CHAIN LINK FENCE -- / O 1 g - --- OVERHEAD WIRES LANDS N/F OF � � ---- OH ---- WELL LlONEL BARTHOLD AND 011 WOOD FENCE POST DEBORAH BARTHOLD I W.EP.BOOK 5395 PAGE 48 'LOT ?� S.B.L. 266,01-1-15 LANDS N/F OF ®.,_.,_..®.._..� PROPOSED BOUNDARY LINES THOMAS KUBRICKY AND TERRI E. KUBRICKY ` OT l� -01 12 EXISTING BOUNDARY LINES ' BOOK 5694 PAGE 113 LANDS N/F OF ® ® TO BE REMOVED S.B.L. 266.01---1--14,4 THOMAS J. KUBRICKY LANDS LI OF c.I.R.F. s85�o„E 219.1$' SANDRA CHAMBERS, SA DUNAY, AND AND TERRI E. KUBRICKY PAUL S. CHAMBERS AS TRUSTEES SETBACK LINES BOOK 5666 PAGE 150 ', OF THE SANDRA CHAMBERS TRUST S84°o0"E S,B.L. 266.01-1-14.3 BOOK 5628 PAGE 90 DISTURBANCE NOTFE 324.75 S.B.L. 266.01-1-14.2 , LANDS N/F OF N o EXISTING CULTIVNTED FlkRt4 AREA - 12.00± ACRES :4 0;i 38.3°s1' VALENTIN KRIC'K AND o FIELDS TO BE REVEGETATED PORTION OF LANDS OF JENNIFER BALL oo°'E ANNA KRICK BOOK 6374 PAGE 254 s z 5 � �� WIT" SS OR FIELD GRASS PART of (S.B.L. 266.01-1-9.1) � BO BKLS 2 7 AGE 2387 PROPOSED LOT 1 F. i C. R F S84°34'00"E t PROP. PEA E = k, 4�27.16' � SHED 7lQm REAR a delineated wetlands- m ds' R SETB I C.i.R.F --- - ffi DISTURBAINCE ACK area = 31,.E Cf S . \ /� - zr :. FOR LOT i - w / a LANDS N/F OF o - _ .F _ ---! r LANDS N F OF a ,.� 20�,®Q SF� 4.6 AC ;, � � �t�,�f �. � e--� �` y LAN.. f__ 1 , ,; `o --'- ..---- _ BARBARA B. HOWE AS TRUSTEE els It. 1 _ _ } ;.< O - / �• p .,1� : � -,� MICHELE M. WALKER & OF THE BARBARA B. HOW TRUST '° 'o 1 rn �a� 1 �. s � . ��� � �r� , , �' ; • �"° �� . ,^� � '� ��--- � �, JOAN S. WALKER VOLUME ,3895 PAGE 223 �' � .. O 58 1 PAGE 1 0 '�, B O K 8 2 S6".L. 266.D9 1 6 ,� APA l aWETLANDS � 2 601 - r J s ....t , _...I r., 71 / ,. VV iN f : l i 4 ",.:.,i* e a...z.,r ;.:.. ':;qa •a*mR.....':. .. f ....h:5.s: _. ,,,., `°,\`°/y -r-- � .. - � A2 `'. <, x � �� r ✓� a, e _ farm , _-- � A E�� s 5.89 A S o` — -- _m ei PORTION OF LANDS OF JENNtFER BALL I � f . 1 — m 4 1 �' F- BOOK 4910 PAGE 148 & — � �-• �`� BOOK 5630 PAGE 157 _ w woodsAR A 3 0 ACRES W P of(S,a.L. 2ss.o1-1-9,z} C.cR.F (--- L� ROPOSED LOT..1A a .wi AREA - 1.00t CRES a r.s „� 0 ION 0 L S OF aENNIFER BALL LANDS N/F OF ors y � C.r.R.F / �' - -- I � � 0 fi3Z4 PAGE 254 N'. I (w A _. FORD J. BOBBINS, SHERRY L. NELSON, >N.N R110 LANDS N jp9 W PO NOF L N S OF JENNIFER-,'B NFER.B r PAR (S.B.L.;266.01 1 .1) h S84 38' .,:,o A �,;, a 30 E iiBOOK 6374;PAGE 2' 4 �.�'" "-:.- - ,, � � �� PROPOSED LOT 2 AND REBECCA J. ROBBI'NS _ PART OF (S.B,L.,266 1 1 i r } ° 1 BOOK 6174 PAGE 63 TO BE C VEYED TO,A ,C i WITH �::.:. ,-. _ s A ...� .r LAND OF DEVON TCHI ON''', r =.:•_ t I t . �. -.�...... ��.t�0� S.B.L. 266.01 1 12 € - REARS i �e ETBA 11h a i oqK 5s P E�22,5 � ,, ./ �,: �. � -.�.e.. � � v � . S1B.L. 26 01 1 '� " ,�r o I��a .- I t Pool 5JI a � AC QMMG , ,� cod ,. ...-- � -..._.._ .F.,... .✓ � .,,.;.a.. .. , .�. 1� , ,.� .....� �,,,'.. �... �� .,... N 0 LANDS E s. n.. f ;5 E 239 / r. .. F . O a fi w _ P PR: P� P�ASII � f ART F SaB:L. .01 1 9.2 .° 1 ,. N8 53 0 W �a q ROPOSED 2A 3. our:ed ry,00 t.. . .:. ... .2.... n mmm _....�: a ...,.... ._ ... .. ., d.. s „.. s.. �g _�:, ,_, f � wane 22.4DISTURBANCE � 2 � _ 5 " _o A 3 t _ ., r FOR LOT °�A „ use N06 35 0 E \\ - s .,D V7 O A 1 0 .2N . ., O B n N06 35 � � ;, i�i ._ I .Ov ,.. . T t 6 35 . ,.< ., E n_�0 00 � . 10 4 .. .YS �.. ,. ,.. .., r .. dec r �. " ara e ,s. .�. _ r� . . 10000 � � .. , . rave. x . � �1 �`', d LANDS N/Flilt�I -.- / / «... HUTCHINSON R S.B.L. 266.01 1 10' �...,,. ..._ .,. �. � . .,. f'dI . a _ i ... 7` ,a z r UU N85 01 30 W t5 culvert 15.00 N85 - ... :., 01 30 W .s,„t a, = r � � � r R NT ° � - � _. . __ ,, � , Inv. 238.0 i `, f PROP . �_ .., / ( w ELL SET ]' ti N85° '30"W �` 01 I PR �A�JE 400,00' f \. Instr#2021-3000098 M1 ?111012021 03:4 __ �:.< 0.27 PM IST R ANTE PRO . Pl�1ASE II Inv.= 238.9° 9e a„---�„_ j 1 Pages o 6 9 FOR Zu"N I NUO'N R E Q U I"R E M E N" 135,000 SF-± 3.1-ALC FOP,LOT 2T j. = DISTURBANCE ' PICKLE ILL ,— r � 30"W-- o„\a — R.F. MAP RQ1�I] _ _® Pamela J.Vogel,Warren Co Clerk FILED — A — RURAL RESIDENTIAL —A 1271, 0 SF± m 2n -A s OVERALL SUBDIVISION PLAN MINIMUM LOT SIZE - -AC', SCALE. 1"-80' 1�1I TAX NfAP 266. 1®1®9. 1 9.2 FRONT SETBACK - 100' 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 1 EROSIONL IMPLEMENTATION TATI SCHEDULE DISTURBANCEA � m REAR SET - 1 ( IN FEET SETBACK 00 w 3 — APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 TICE IMPLEMENTATION TIME DURATION of PRACTICE PH T F SITE DISTURBANCE �- - ---- -- PRAC PHASE PORTION 0 SI DIS U BANCE SHORELINE SETBACK _ 75 � � 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 Y .. g ENTIRE E REM AFTER Le ,} '{ 1 ISSUED FOR A V SPR & PRELIMINARY & FINAL PHASE SUBDIVISION i 15 2021 BUILDING HEIGHT - 35 1 E E PROJECT(REMOVE R FINAL / , 1 / PRIOR TO CLEARING AND SOIL PHASE IA LOT 1 SOUTHERLY PORTION 3.I -ACSEDIMENT CONTROL CONTROL FENCE SITE STABILIZATION AND VEGETATION , - DISTURBANCE 2wF. 0 ISSUED FOR SKETCH, PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11/16/2020 LOT W I T14 400 ESTABLISHMENT LOT 1 - NORTHERLY PORTION A r H. - --- -- - --- __-- ' STABILIZED CONSTRUCTION DURING INITIAL SITE WORK ENTIRE PROJECT REMOVE DURING FINAL PHASE IB (HOUSE& YARD AREAS) `�°�=AC No. Revisions Date ROAD FRONTAGE - 400 S AL S E oR ( h.. .�y-j. ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) SUBDIVISION PERCENT PERMEABLE - 757. PHASE II LOT 2 2.8 A AC (2) ®L TSUBDIVISIONS PARCEL 26 .1®I-9.I & 9,2 TEMPORARY SEEDING&MULCHING AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND VEGETATION REFERENCE prepared�p� ESTABLISHMENT BASE SURVEY INFORMA77ON TAKEN FROM: "MAP OF OWNER. ® APPLICANT CA T PHASE III LOT 2A 2-AC PROPOSED SUBDIVISIONS AND A BOUNDARY LINE 3ennl for all ,' STORMWA TER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT - --�-- ADJUSTMENT MADE FOR JENNIFER BALL" Pickle Hill Road NewlYorkJEIFER AL.L. GATED: OCTOBER 22, 2020, LAST REVISED: Town of QUeenSl7Ury, Warren County, Y •call Before You Dig NOVEMBER 4, 2021 PREPARED BY •Wait The Required Time 53 PICKLE IIIL.L. ROAD SEEDING&OTHER VEGETATION AFTER FINAL SITE GRADIM PERMANENT Drawn: LWD Checked- GTH Scale: 1"=80' Date: 11/3/20 EM Confirm Utility Response STABILIZATION Respect The Marks LAKE GEORGE, NY 12845 I 169 Haviland Road ®Dig With Care B A R D I N LAND SURVEYING, R. G. Queensbury, NY 12804 2' 1 7 —01- -962@7 (518) 361-292 i i www.digsafelynewyork.com 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 12845 Hutchins Engineering LL (.(51 745-Q307 Phone 291672-01—S2 518 745-0308 Fax C. /. R, F_ S85'21 "3 0"E 219. 18' AVERAGE LOT WIDTHS SITE SETBACKS - LOT 1 HOUSE SITE SETBACKS - LOT 1 GARAGE REQUIRED FOR CALCULATED REQUIRED FOR PROPOSED REQUIRED FOR EXISTING E'R �A�IAWCES-REQL*RED RR-3A ZONE LOT WIDTH RR-3A ZONE HOUSE A 6 00 ,E RR--3A ZONE GARAGE §179-5-020-ACCESSORY STRUCTURES �_24- 75 .............. LOT1 400' > 400' FRONT 100, 414' FRONT 100' 40' 0 D-GARAGES- "ONLY I GARAGE IS PERMITTED PER DWELLING. CQ LOT2 46 400' EAST SIDE 75' 5701 ON LOTS LARGER OR EQUAL TO 5-AC, GARAGES MAYBE UP TO 2200 SF. AREA 12. 00± ACRES L__ I I EAST SIDE 751 252' WEST SIDE 7Y 359' WEST SIDE 751 81, EXISTING DETACHED GARAGE=2400 SF PORTION OF LANDS OF JENNIFER BALL tT_5 A�V-(w I W) S003-5VOTE REAR 100, 185' REAR 100, 5941 RELIEF REQUESTED TO MAINTAIN& RENOVATE BOOK 6374 PACE 254 P --- 2400 SF DETACHED GARAGL, IN ADDITION TO 1000 SF PART OF (S.B.L. 266.01 -1 -9.1 ) �24tD6 X-X-X-)(-X I ATTACHED GARAGE AT PROPOSED HOUSE PROPOSED LOT 1 —X—X-- — DENSITY CAL CULA TION PARCEL AREA - 16-AC J*I VVETLAIII SIOLOGM, WETLANDS AREA -0,47-AC (D < __-I AIIIiDALCK PALI ALIf -13-010-NONCONFORMING USES, STRUCTURES& LOTS 147 20%SLOPES- 0.25-AC §179 AVAILABLE DENSITY= 16-AC-0.47-AC-0.25-AC 15,28-AC F- 'A LAWFUL EXISTING, NONCONFORMING STRUCTURE MAY BE RECONSTRUCTED �"v 15,28-AC 3 ACILOT 5.1-LOTS ALLOWED iow'REA��SF Li OR RENOVA TED ONL Y BY A VARIANCE GRANTED B Y THE ZONING BOARD OF APPEALS. 1� I I i ��ET CK _�T delineoted wetIcndl- FURTHER,A LAWFUL EXISTING, NONCONFORMING STRUCTURE, WHICH VIOLATES ONLY CS crec SQ L THE AREA REQUIREMENTS OF THIS CHAPTER, MAYBE ENLARGED OR EXTENDED WITHOUT AV 0 1," SITE SETBACKS - LOT 2 THE NEED FOR A VARIANCE SO LONG AS THE PROPOSED ENLARGEMENT OR EXTENSION VYETLI kPLEA ON DOES NOT VIOLATEANYAREA REQUIREMENTS OF THIS CHAPTER." R11 LOT 1 20,305 SF REQUIRED FOR PROPOSED _0 -3A ZONE HOUSE RR > RELIEF REQUESTED TO MAINTAIN&RENOVATE EXISTING DETACHED GARAGE. r 40 rn -b S 12N JMIMI'11 . ..... CD Cq FRONT 100, 144' .j J CD 'H CD 2421` EAST SIDE 751 0 t1) (D WEST SIDE 75' 921 -0 TP-71 IM REAR 100, 121' M 0 0 0 N+1 M tT-1 N, < 77 N j SITE DEVELOPMENT DATA it ju LOT 1 REA: � C , 77"1", SITE A 'N -AC(522,693 SF) 12 XN EXISTING CHANGEIN PROPOSED Ilk IMPERVIOUS IMPERVIOUS IMPERVIOUS COVERAGE COVERAGE COVERAGE di 4 HOUSE&ATTACHED 5890 SF 5890 SF T, GARAGE N 100 OkioNtSET 6" DRIVEWA Y S�ACK 32,640 SF (12,890 SF) 19,750 SF IN, DETACHED GARAGE 2400 SF ---- 2400 SF CD : SHEDS 215 SF (215 SF) tK 77' co% 410SF CON PORCHES ---- 410 SF -0 (C) 0 POOL ---- 1150 SP 1150 SF PROP,SEDIt4SNT commaLrraACE(TYP.) SAS PA TIO ---- 3200 SF 3200 SF "Lso—BACIC—(w I w__ 5F, 35,255 SF (2455 SF) 32,800 SF U 3 0,7E- 77; U TOTAL IMPERVIOUS PROP.SEDIMENT fO P.L: E K 2 commaL riraim(Typ,) slyy 3 .6 -40 , OAF / 0, PERCENT IMPERVIOUS 6,7% .401o) 6.3% 10 L S SP. (0 At /w) S S, SF C7 PERMEA 93.3% 0.4 931,7% A 3 0± ACRES SP oods AR 3 1_\ TV 4 If FIB _j ! f0 ION 0 L DS ,-OF JENNIFER BALL AR A 1 , 00± C R E S SITE DEVELOPMENT DATA -,C::,- "R J 4 0 6 3 74 RAGE 254 PORTION 1OF LANDS OF JENNJIFER BAZ LOT 2 PAR (S.B.L. 2 6,6'.0 1, SITE AREA: (0 OOK 6374 PAGE 2 PROPOSED 'OT ' 2 3-AC(130,388 SF) S I 1w PAR OF (&'13.L. 266,0f- TO !BE � CO VEYED; TO ,AN/E� C I NE ITH r EXISTING CHANGE-1 LAND OF DEVON C­H'1l W 10 REAR S N PROPOSED F B 10 EAR S�EAC IMPERVIOUS IMPERVIOUS IMPERVIOUS BOOK '91 COVERAGE COVERAGE COVERAGE (S,.B.L Lil --- -- ­ ­ ­-I 1 .4 il HOUSE ---- 3050 SF 3050 SF p 'I I C; F FM PORCH 355 SF 355 SF sjorIn GRAVIIELT.1 N 0 PROP.REGRAE DRIVEWAY 3025 SF GRAVEL YARID AREA D % F 2�6 L 24 . 00) 6430 SF OTAL IMPERVIOUS ---- 6430 SF 7 N85'0 jo-W PERVIOUS U_/0 ffly_/a 4,9% PERCENT IM N S '350 000/0 —SETCA it It N06 Q E I 1� �11 PERMEABILITY 100% 95.1% 95,1% 100.00 it It 'A It S 0 6'3 50 0 TAX MAP #266. 1-1-9. 1 K dec, IWST XLL S"T ABli 100.00' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED 7 vel I I , I 'A t4s"FRUr"11`10% ACCESS S PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. hous drive bulkING IMITIAL SIT LANDS N/F Vul f-K()NT S I�TBAC WE j_ HUTCHINSON PROP.REGRADED it 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 -1 -10) : VV It .R. F (S.B.L. 266.01 tj� U U U GRAVEL DP11VE P F. 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 CON 1 ISSUED FOR A/V, SPR & PRELIMINARY & FINAL PHASE SUBDIVISION 1/15/2021 S2� 11/16/2020 0 ISSUED FOR SKETCH PHASE SUBDIVISION on TOP 01- 48 P-3 -F Rev�s�ons D c t e ALREAL 7 .0 w 15" culvert inv.= 238.0' '7 DETAILED SUBDIVISION PLAN 7w y prepared for: MAP REFEREkE .......... 400 Jennifer Ball _0 Y_ BASE SURVEY INFORMATION TAKEN FROM: "MAP OF 17�, HILL P-1._—Sth PROPOSED SUBDIVISIONS AND A BOUNDARY LINE ETSIACK (w/w) Pickle Dig FSafely, OAD ' ADJUSTMENT MADE FOR JENNIFER BALL" Hill Road e NewlYork DATED: OCTOBER 2Z 2020, LAST REVISED: Town df Queensbury, Warren County, NY 0 Call Before You Dig NOVEMBER 4, 2021 PREPARED BY., --D7wn: LWD Checked: GTH D.t, 11/3/20 E Wait The Required Time DETAILED SUBDIVISION PLAN GRAPHIC SCALE INST AII ST NSILIZED Scale: 1"=40' M Confirm Utility Response E Respect The Marks 20 0 10 20 40 810 CONSTRUCTION ACCESS 169 Havilond Road IM Dig With Care BARDIN LAND SURVEYING, P. C. SCALE. 1"=40' 1 1 1 1 DURIMG INIXIIIkIL,SITE WORK Queensbury, NY 12804 2 800-962-7962 L51�2 745-0308 Fox 91671-01-S3 www.digsafelynewyork.com 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 12845 IN FEET MOBILIZAXION inv.= 238.9' Hutchins Engineering PLLC (518) 745-0307 Phone PROP.SEDIt4ENT ETBACK CONTROL FENCE(TYP.) rR �71jz N POOL V, SF SF kOP.ROCK/COBBLE 5F !ItE T 74 PROP.CONVENTIONAL PROP.B-HOLE 5 CN OPE STABILIZATION IST ABSORPTION FIELD, CONC,D-BOX I'D-- '411­ _r PROP,.SEDIt4ENT t6)PIPE-IN-STOmE PROP.T'HDPE FORCE 14A1% Typ ROL FENCE t TRENCHES 0 6W EA. smu"MM, I-'t"', PROVIDE POSITIVE DRAINBACY, TO PUMP STATION JP-9 V, PROP.VVY ROCK PROP.VEGETATED U_ OUTLET WEIR,EL.235 INFILTRATION BASIN T 7 U) W I ROCK OUT F ALL BALSE EL.231 0 )0 0 LOW-SIDE BER14 EL.235 PROP.TW X ND X 25'L IN-11 STONE FILLED R, P Hau PROP.1000 GALL COLD WEALT"ER 1 CO%C.PUt4P STXTI FRI INFILTRATION TRENCH U_ PROP,2000 GAL . . . .... ...I CONC.SEPTICTANK Nli PROP NIPVC HOUSE SEWER A, p "70 N oc�04b -35 PROP.W PVC SDR OUTLET PIPE,25 LF,IQTY.2 ---- -- 46 INV.1 232.5,INV 2 231.0 100, WIL S.' IF 100 L NETCA i AI�K� w ETBAC LOG) sw r �74 �1 D-0 ALDERS TO PR P. PIPE ROOF LE 0 AN LIGHT TO FOREB AN V NT SETBACK BL6G Nt 4 PROP.ROCK W IN,PVC PIPING I X lyj� CHECK DA14S(TYP 0-) LL PROP.ROOF LEADER 4 W14 W I SPLASH PAD DIRECTED TO BkSIN (D 234 CONC. PROP.VEGETAXED PRETREATt4ENT SF SF BASIN I FOREBAY, BASE EL 233 PROP SEDIVIENT LOW-SIDE BEPR4 EL.236 CONTRoL FENCE(TYP.) PROP.WW ROCK C*11 TLET WEIR, PROP.SEDIt4ENT OU EL.234.5 P:"ffiTB4C__K 7L e-T CONTROL FENCE(TYP SF SF BACjjTW—jW)— — W I ROCK OU U -077 0 E ra 11,:��,,��, 'TT -6 85V` SITE SOILS DATA r E 233\ SF -\r P- TEST PITS PROP.&W ROCK -5 -- 111412020 BY L.W. DOBIE, RE, -6 111412020 BY L.W DOBIE, P.E. TP-7 111412020 BY L.W. DOBIE, RE SP T WEIP TP TP OUTLE F -HUTCHINS ENGINEERING PLLC -HUTCHINS ENGINEERING PLLC EL�248.5 sp; -HUTCHINS ENGINEERING PLLC SP LOT 1 - MID-EAST PORTION LOT 1 - MIDDLE POR77ON LOT 1 NORTH-MIDDLE PORTION SIZ 0-4" - CLA YEY TOPSOIL 0-4" CLA YEY TOPSOIL 0-12" - DARK BROWN FINE SILTY SAND co, 0 0 ds 12 - DARK BROWN SILTY LOAM -24" - BROWN SILTY LOAM 12-22" - ORANGE-BROWN FINE SAND 4-12" 4 12-54" - BROWN CLAYEY SILT LOAM 24-58" BROWN CLAYEY SILT LOAM 22-62" - LT. OROWN FINE & VERY FINE SAND Z 248 /L1 X" A R EA 1 0 0 CRES/ ROOTS TO 36, NO MOTTLING FOUND ROOTS TO 24" NO MOTTLING FOUND ROOTS TO 36", NO MOTTLING FOUND 249 CO 248... WASTEWATER BOUNDARY CONDIT70N @ 24" WASTEWATER BOUNDARY CONDITION @ 36" WASTEWATER BOUNDARY CONDITION @ 36" PORTION iOF LANDS OF JENN1,'FER BA TP-8 - 111412020 BY L.W. DOBIE, P.E. TP-9 - 111412020 BY L.W. DOBIE, P.E. PROP.TW x NO 3V L BOOK 6374 "PAGE 2 / 11� -4 1 1 1 �_ ? 11, -HUTCHINS ENGINEERING PLLC -HUTCHINS ENGINEERING PLLC �+IR STONE FILLED A \ COLD WEATHER ------- LOT 1 - NORTH-WEST PORTION LOT I - HOUSE SITE PAR OF (S. B. L. 266. '17a 1) INFIVIRA11,10%TRENC" 001 -10" - DARK BROWN FINE SILTY SAND 0-9" - DARK BROWN FINE SILTY SAND 0 TO BE CONVEYED TO AN C_W5I,N'_E0,/--/ I 1H rr 0 PIF_B AM -26" - ORANGE-BROwNnNE SAND 9-36" - ORANGE-BROWN FINE & VERY FINE SAND PROP.VEGETATED 01 10 0 imr-wrRAno%eAsIN -72" - LT. BROWN FINE & VERY FINE SAND 26-66" - LT. BROWN FINE & VERY FINE SAND 36 BASE EL�247 LANDS OF DEVON ,/R;. I­0T6_H I N PROP.'VEGETATED If I 04�1 LOW-SIOE BERM EL.249 !BOOK 599,6' PAI(�E 2z'�Ij PRETREATMENT V, ROOTS TO 36, NO MOTTLING FOUND ROOTS TO 36", NO MOTTLING FOUND N W A BASIN I FOREBAm, NO BOUNDARY CONDITION ENCOUNTERED NO BOUNDARY COND177ON ENCOUNTERED (S. B. L.///26/6/'O1 -- I BASE EL�247 LOW-SIDE BERt4 EL�249 C) PROP.VW ROCK- ADDITIONAL SITE SOILS DATA ADDITIONAL SITE SOILS DATA OUTLET WEIR, W I r- " --z 4 EL.247.75 TEST PITS INFILTRATION rESTS M (a 0 Sir)r1n c 0 r,3 SF CD 248 TP-11 - 611412021 BY L.W. DOBIE, P.E. IT-11 - 611412021 BY L.W, DOBIE, P.E. P� F, - N? -HUTCHINS ENGINEERING PLLC -HUTCHINS ENGINEERING PLLC CD 6 0 LOT 1 - NORTHEAST PORTION - S1W AREA LOT 1 - NORTHEAST PORTION - S1W AREA (D CD 00 0-6- - TOPSOIL & FIELD GRASS SOILS: MEDIUM BROWN LOAM A '7 6-60" - MEDIUM BROWN LOAM STABILIZED INFILTRATION RATE: 28 INCHES/HR c�j N obt- vv� --,c,-+. hl S w 243. 00 NO MOTTLING FOUND 611412021 BY L.W. DOBIE, RE IT-12 NO BOUNDARY CONDITION ENCOUNTERED -HUTCHINS ENGINEERING PLLC N 5 00 30 - W LOT 1 - SOUTHEAST PORTION SIW AREA TP-12 611412021 BY L.W. DOBIE, RE SOILS. DARK BROWN LOAM -HUTCHINS ENGINEERING PLLC STABILIZED INFILTRATION RATE. 18 INCHES/HR -7 -t-�� 5 0 E N 0 `3 LOT I - SOUTHWESTERLY PORTION - S1W AREA T 100. 00 '00'W6N_T SET `66 0 CK7(-BLEG-) 0-4" - TOPSOIL & GRASS ) 0 ' INS1 A.Li.S'r A.811_1zF.0 4-20" - DARK BROWN LOAM, SOME SILT WICOBBLES S 0 6 3 15 ' 0 deck COMTRUC710% ALCCESS 20-50" MEDIUM BROWN LOAM WICOBBLES 100. 00 g o r o g ju­c/ ve DURING I%ITIAL SYTE WORK MOBILIZATION NO MOTTLING FOUND S/ TAX MAP #266. 1-1-9. 1 drive NO BOUNDARY CONDITION ENCOUNTERED LANDS N /F h''o Lise -ION OF THIS DOCUMENT EXCEPT BY A LICENSED ALTERA1 PROP.IT, HOPE -- ----- PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. PERCOLATION TEST 4, HUTCHINSON CULVERT,35 Lr ET-10 - 111112021 BY L W. DOBIE, P.E. INV.I=243.0 INV.2 242.6 F, F (S, B. L. 2 6 6. 01 — 1 — 10) 1 w, HUTCHINS ENGINEERING PLLC LOT 1 - WASTEWATER AREA - SILTY SAND 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 PROP.ROCK C"ECY,DAMS(TYP.) ' 4`1 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 S 2 STABILIZED PERCOLATION RATE. 5 MINUTES PER INCH 1 ISSUED FOR A/V, SPR & PRELIMINARY & FINAL PHASE SUBDIVISION 1/15/2021 -2 250 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11/16/2020 No. Revisions Dcte 3 0 " VV LOT 1 DETAILED SITE PLAN 0 5 c-( :7FER CE N 8 31, Ij VV prepared for: 4' MAP RE, BASE SURVEY INFORMATION TAKEN FROM: "MAP OF 4 THIS SET OF DRAWINGS IS ISSUED FOR THE Jennifer Ball PROPOSED SUBDIOSIONS AND A BOUNDARY LINE Dwig rp'�' Safely. SUBDIVISION AND AREA VARIANCE APPROVALS. ADJUSTMENT MADE FOR JENNIFER BALL" Pickle Hill Road GRADING & STORMWATER MANAGEMENT SYSTEMS FOR NewMdYork DATED: OCTOBER 22, 2020, LAST REVISED: L Town of Queensbury, Warren County, NY THE RESPECTIVE LOTS ARE DESIGNED FOR THE TYPICAL •Call Before You Dig NOVEMBER 4, 2021 PREPARED BY. OA •Wait The Required Time DETAILED SITE PLAN GRAPHIC SCALE BUILDING AND DRIVEWAY FOOTPRINTS SHOWN, IT IS Drcwri: LWD Checked: GTH Scale: 1'=30' 1 Date: 11/3/20 EM Confirm Utility Response RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER TO •Respect The Marks 15 0 7.5 15 30 60 169 Haviland Road SCA I I I I 1 --1 OBTAIN SITE SPECIFIC SITE PLANS FOR THEIR Queensbury, NY 12804 •Dig With Care BARDIN LAND SURVEYING, P. C. LE, 1"=30' IM-9 I _&&� 291671 800-962-7962 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 12845 IN FEET RESPECT[VE DESIGNS AND THE NECESSARY TOWN (518) 745-0307 Phone -01-S4 www.digsafelynewyork.com APPROVALS AND PERMITS. Hutchins Engineering PLLC (518) 745-0308 Fox ( - PROP,&W ROCK PROP, S'W X WD 7C 2o'L WATERTIGHT COVER WITH - OUTLET WEIR,EL.239.5 _ STONE FILLED �� %' ITLC IL DATA SANITARY SEAL AND VENT W�ROC1(OUT ALL COLD WEATHER J INFILTRATION TRENCFI I r TEST PITS ! t ® ,�. _°._., .. " .a.� ..�. PROP.SEDIMENT ,' MINIMUM 18 MIN -w- I TP-3 - 111412020 BY L.W. DOBIE, RE 5' M M COVER 240 CONTROL FENCE(TYP) _.. 8500 � - -HUTCHINS ENGINEERING PLLC 239 S 240 "`-- _ LOT 2 - SOUTH-MIDDLE POR77ON � _..a..W.._ A - o E BERM 2404 0 + 0-6" - CLAYEY TOPSOIL 6-20 - BROWN SILTY LOAM POWER 239 ' _ FINISHED GRADE 20-64 - BROWN CLAYEY SILT LOAM --- - - i .. .1 �.._..�.,..:... � � TO HOUSE 240 237 �- _.°_.._,._.._,. T 3 " MOTTLING 0 PI TLESS ADAPTER $F _°® _, ROOTS O 6 , NO TL FUND (10 MIN) 24a t3E� d �-�- I e - WASTEWATER BOUNDARY CONDITION 36" SF 23g 239 gE� 240 239 23g TP4 - 1114/2020 BY L.W. DOBIE, P.E. A 2 ANNULUS OF NEAT CEMENT OR A C RE SHUTCHINS ENGINEERING PLLC BENTONITE GROUT IS REQUIRED. SEAL CASING TO BEDROCK t _ 24 - - REFER TO CITED PUBLICATION FOR ( e a � � 0 / d LDr 2 NORTH MIDDLE PORTION 50 MIN. CASING REQUIRED A DEPTH OF GROUT ! _ "°`�•� IT�1 0-4' - CLAYEY TOPSOIL MINIMUM REQUIRED t w 4-20" - DARK BROWN SILTY LOAM y 20-64" - BROWN CLAYEY SILT LOAM �`V � F' 0 ON 0 I� QI 0F JENN F-ER� BAI�f� �- . _. _ . ' 4® w � !: ���"�� .---�.". = .' .� WATER SUPPLY WELLS SHALL BE = ROOTS TO 35", NO MOTTLING FOUND • CONSTRUCTED IN ACCORDANCE ~~ ; , WASTEWATER BOUNDARY CONDITION @ 35" WITH THE STANDARDS OF 1 24I S _ 239 rYs 0 3 7 4 P;f \ G 2 5 4 PROP,VEGETATED ! SF --m �� APPENDIX 5-B "STANDARDS FOR PRETREATMENT SF � ,,, � SUBMERSIBLE PUMP ADDITIONAL T L T I t, WATER WELLS OF 1O NYCRR BASIN i FOREBAY, a 240 n, PAR\ v B . L . 66 . 01 � v � )BASE EL.23'3 � ; LOOP-SIDE BERM EL.240 2 ` . sF 1 INFILTRATION TEST 1 ®® PIPE ROOF LEADER TO p' O S E D f DAYLIGFIT TO FOREBA`t R I' L� IT-13 - 6f14f2D21 BY L.W. DOBIE, P.E. PROP.�V1i ROCK t cor 241 a HUTCHINS ENGINEERING PLLC OUTLET WEIR,EL.239 1 W 14 PVC PIPING , W f'ROC1t OUTFALL t6l I+ 1 LOT 2 - NORTHCENTRAL PORTION - SfW AREA ftji °� ! P SOILS: CLAYEY SILT LOAM Y- i 242WELL '® STABILIZED INFILTRATION RATE: 12 INCHESfHR DETAIL f r 1 t r ®� 100' REAR SETS 234 i ` ®� EROSION CONTROL IMPLEMENTATION SCHEDULE ,SITE DEVELOPMENT DATA LOT 2 100 PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE ' SITE AREA: ENTIRE PROJECT(REMOVE AFTER 3-AC(130,388 SF) ENT CONTROL PRIOR TO CLEARING AND SOIL FINAL SITE STABILIZATION AND . ; . . _ll PROP.2 FORCE M N, FENCE DISTURBANCE o POSITIVE DRAI%BACK VEGETATION ESTABLISHMENT) PROPOSED � " li .�� PROVIDE ,r--_ IS `� TO PUMP STATION IMPERVIOUS _ ! 100 STABILIZED it ,. DURING INITIAL SITE WORK ENTIRE PROJECT(REMOVE DURING COVERAGE �� oo ' I I t NSTRUCTION "' ✓! o CJ MOBILIZATION FINAL DRIVE RECONSTRUCTION z e � 10� ' ou Ippl ! r ® u FM ��,' �t/�, ENTRANCE ) HUE 3050 SF B N y J ! .�1, .'� !® j FM m..FM, i�@r! ,^.-w} \„ 1, ' ` HOUSE I FINAL GRADING AND ' TEMP DRARY SEEDING& UNTIL FM , AFTER INITIAL SITE GRADING PORCH 355 SF ! �. . MULCHING VEGETATION ESTABLISHMENT i ', / ! F b DRIVEWAY 3025 SF � n , �� STORMWATER t / ►. 236, r� `� DURING FINAL SITE GRADING PERMANENT 1! ! v DETENTION AREAS —"_ _J d �' j ! E rf. �r '..--" I PROP. GAL � � � i _ . I. E \ / I 0 �, ._ CO1C.PUMP STATION --- �^" SEE &OTHER TOTAL IMPERVIOUS 6430 SF a ° ! l �,...� 1 I I PERMANENT , ��� � ,� VEGE°1'ATION AFTER FINAL SITE GRADING 1 +. PROP. GAL \,_ o i :�! CONC.SEPTIC TAME 237 " STTABILIZATION PERCENT IMPERVIOUS 4.9/a PROP.B-t1oLE PROP,4 PVC i :, CONC.D-BO?r. PERMEABILITY 95.1/o HOUSE SEWER WINTER .STABILIZATION STANDARDS' 0 i s PERCOLATION TEST PROP.ROOF LEADER � � .. STANDARD AND SPECIFICATIONS FOR WISPLASHPAD, k ��1 4 PT-11 - 111212021 BY L.W. DOBIE, RE DIRECTED TO SALE �`� ' INS FII STABILIZATION HUTCHINS ENGINEERING PLLC 4 perimeter and sensitive locations.Silt fence andother LOT 2 - WASTEWATER AREA - SILTY LOAM i .". `+.,,. _.�"`wWiu i � c� � practices requiring earth disturbance must be installed { w 0 I ' ` ' before the ground freezes. STABILIZED PERCOLATION RATE: 40 MINUTES PER INCH ry , t1 i1 i � 1 ! 7. Soil stockpiles must be protected by the use of uJ ,I - { t 9 t 4 i established vegetation,anchored straw mulch,rolled 1 a4 stabilization matting,or other durable covering.A ' ap p� I 4 harrier at be installed at least 15 feet from the toe of 0 ' 96 `` 66 N gyt 4 ` , { 8 i ' ,,.. ;r the stockpile to prevent soiimigration and to capture t 1 ,^ loose soil. 8, in areas where soil disturbance activity has temporarily or permanently ceased,the application of soil ,. t.,r stabilization measures should be initiated b}the end of ' t7 l = rf 'i" the next business day and completed within three(3) t days.Rolled erosion control blanket s it, be used on all slopes 3 horizontal to t vertical or steeper. 6 1 P PIGP. - �� 1 4 Deflnifcon P Scone 9. If straw mulch atone is used for temporary,.. stabilization,it shall be applied at double the standard rq b ? CONC. >. - f ""'�-m y # �' A temporary site specific,enhanced erosion and sediment rate of 2 tons per acre,making the application rate 4 PPMPr% control plan to manage runoff and sediment at the site during tons per acre.Other manufactured mulches should be r 1 = ON SE 6pA 1( 9 � ' � 9 construction activities in the winter months to protect off-site applied at double the manufacturer's recommender) ® _ {t 16RaJe®T 7T B[1v®�••�. ' water resources, rate. Conditions ]0. To ensure adequate stabilization of disturbed soil in Where_Practice Aunties advance of a melt event.areas of disturbed soil should - be stabilized at the end of each work day unless: This-standard applies to all construction activities involved 1'd with ongoing land disturbance and exposure between November 15"'to the following April 1". a. work will resume within 24 hair,in the same area 9t p and no precipitation is forecast or: ( ,' Dej n.Criteria b. the work is in disturbed'areas that collect and b ; ' / ' {{ yy ` retain runoff;such as open utility trenches, - + ( % ' 1 5 L,1 fotntdation excavations,or water management $$�. , ` L,J l. Prepare a snow management plan with adequate storage g ,• ;' Li U for snow and control of melt water,requiring cleared areas. 7 , snow to be stored in a manner not affecting ongoing il, Use stone e p ` � •' ` construction activities. paths to stabilize access perimeters o� �.. " buildings under construction and areas where 2, Eniar e and stabilize access points to provide for snow construction vehicle traffic is anticipated.Stone paths g should be a minimum 10 foot in width but;eider as ' • ,. �. � , management and stockpiling.Snow management activities must not destroy ai degrade installed erosion necessary to accommodate equipment, Ln a� and sediment control practices. Maintenance q i .L - 3. A minimum 25 foot buffer shall be maintained from all a , ' perimeter controls such as silt fence. Mark silt fence The site shall be inspected fre,frequently to ensure that the .,: / 9 Y f \ ,Jf CD with tall stakes that are visible above the snow neck, erosion and sediment plan is performing its winter "Q>&' stabilization function.If the site wiI l not-have earth 2021545770 -- , r r'r P® 4. Edges of disturbed areas that dram to a warerbody within disturbing activities ongoing doing the"winter season",all C r a 't 5 - bare exposed soil must be stabilized 6 established o , -r, - 'Z3� I-00 feet will have 2 rows of sil,fence,_feet apart, p y � � IPit�;ff#202 1-3000098 PROP.TOPPSO h � g p g,r '" �°' a metalled on the contour. vegetation,straw or other acceptable mulch,mattm ock, ,. r. b I Brother approved material such mulch c erosion preferred ; 1111012021 m 5. Drainage structures must be kept open and free of snow products.Seeding of areas with mulch cover is preferred ,; a '= 1 '; e f03:40:27 p�1/� -M:' ►[ - STOCKPILE g a p ri a a, _ `�, '� � � and ice dams. All debris,ice dams,or debris from but seetlm}alone is not acceptable for proper stabilization. , 3..,s, r,.,.f 1 Pages A g o plowing operations,that restrict the flow of runoff and - t Ap R � melttivatar,shall be removed. Compliance inspections must be performed and reports SAP 1 Vim) ��/ 9 V filed properly in accordance with the SWPPP for all sites Pamela J.Vogel, '9�jt I I ( 1 y PROP,ABSORPTION FIELD, O 6, Sediment barriers must be installed at all appropriate under a winter shutdown. 9 Warren Co Clerk FILED 1 culvert I t (C�)PIPE-IN-STONE ABSORPTION TREN�1'1E�6 0 6W EA. C� November 2.016 Page 2.38 New York State Standards and Specifications For Erosion and Sediment Control 9 INSTALLED IN STABILIZED FILL, ;SEE ABSORPTION FIELD SECTION) I n V v 2 8 . ---_ ! TAX MAP ,266. 1-9-9.1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL E VIOLATION OF EDUCATION LAW ROFESSIONA ENGINEER IS A VIO ON NYS '°�'�+�,�40_00� 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11 j4/2021 ftffillp - 0 0 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7j2021 _� 1 ISSUED FOR AV, SPR & PRELIMINARY & FINAL PHASE SUBDIVISION f---_--_ J � - -- La SUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11 16 2020 0 IS / / N o Revisions Date — - — _ a _ -- �a__ t #„ DETAIL IT N ® LC T 2 APREFERENCE °" ti / — --�_ g$ E prepared for: BASE SURVEY INFORMATION TAKEN FROM: "MAP OF �� INSTALL STABILIZED CGHSTRUCTION ACCESS . enn fer Ball ® FSafely. PROPOSED SUBDIVISIONS AND A BOUNDARY LINE - ( OURTNG INITII�L SITE WOZK ----.-�� ADJUSTMENT MADE FOR JENNIFER BALL" ` MOBILIZATIOPI � '-' -- �- _ PrCr�re rrri Road NeWP DATED: OCTOBER 2Z 2020, LAST REVISED: Town of ueensbury, Warren County, /VY M Call Before You Dig NOVEMBER 4, 2021 PREPARED Wait SCALE sit The Re oared 7io ET I P I THIS SET OF DRAWINGS IS ISSUED FOR THE SUBDIVISION AND AREA VARIANCE APPROVALS: Drawn: LWQ Checkea: GTH Scale: 1"=20' Date: 11/3/20 >S ®Confirm utility Response GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE EM Respect The))larks „ , 15 0 7.5 15 30 60 169 Havilond Road STALE: 1 =30 DESIGNED FOR THE TYPICAL BUILDING AND DRIVEWAY FOOTPRINTS SHOWN, IT IS Ej Dig With pare B A R D I N LAND SURVEYING, P. C. � Q�eens�ury, NY 12804 �° RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER TO OBTAIN SITE SPECIFIC SITE PLANS 291671-01- A { IN FEES' ) (518) 745-0307 Phone w sr.aligsafelyeeewyork 1" 97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 1284.5 FOR THEIR RESPECTIVE DESIGNS AND THE NECESSARY TOWN APPROVALS AND PERMITS. Hutchins Engineering P'�� g 518 745-0308 Fax ) NORTH AMERICAN GREEN S75EN SLOPE REQUIREMENTS EROI SEDIMENT CONTROL NOTES - INSTALLATION 18" . : MIN. DETAIL TOP OF SWALE • THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIC>N • BEFORE ANY CLEARING OR GRUBBING OF THE SIZE IS INITIATED, AND THE CERTIFICATION IN THE SWPPP NARRATIVE REPORT AND BE FAMILIAR WITH Al TOP OF CREST 9 MIN DURING EARTHWORK PHASES SEDIMENT CONTROL, FENCE SHALL BE E SWPPP AND REQUIREMENTS OF THE NYSDEC INDIVIDUAL 6++ 1.Prepare soil before installing rolled - REQUIREMENTS OF THE INSTALLED AS SHOWN ON THE PLAN. erosion control products (RECPs), r 5-]'2,Scm: (15cm) 2 • }. =.I including any necessary „ �� <: � � SPDES PERMIT AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM ..: € _ - 24 MAX. >,, ,:..• �1 application of E€me fert€I+zer, and 1 . ,. • ... f _ RESPONSIBLE TO COMPLY WITH THE TERMS OF THE NYSDEC � Cs� CREST THE CONTRACTOR 1S R EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL Y € seed. I� ,. SroRMWATER DISCHARGES FROM GQNSTRucrloN � z.Begin at the top of the slope by � " _ � � INDIVIDUAL SPDES PERMIT FOR INSPECTED FOR FAILURES OR SEDIMENT ~_ � h P , __ ,, WELL GRADED MEASURES SHALL BE anchoring the RECPs m a »» �.: OF THE INDIVIDUAL PERMIT IS ENCLOSED IN THE SWPPP _. ACTIVITY. A COPY ». �••:• (; . ; � 6 5(15cm) deep x s(15cm) wide -�, STONE MATRIX ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED, ~~ ® (15cire) trench with approximately 12" 1I _ FILTER FABRIC INSPECTION BINDER. WITHIN 7-DAYS L 2 9 1N SIZE (30cm)of RECPs extended beyond M»q 1 • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED the up slope portion of the trench. 6 - MIRAFI 140N - ----- --- - 18" �` `-FILTER FABRIC DITCH BOTTOM--I OR EQUAL A NOTICE OF INTENT (NOI) MUST BE .SUBMITTED TO DEC PRIOR TO INITIATING OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH AREA Anchor the RECPs with a raw of staples/stakes approximately 12" WORK, ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN (30cm) apart in the bottom of the SECTION \-DITCH BOTTOM ELEVATION trench. Backfiil and compact the • AN MS4 SWPPP ACCEPTANCE FORM AND COPY OF THE NOt MUST BE SUBMITTED 7-DAYS, ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED trench after stapling. Apply seed to TO THE TOWN OF QUEENSBURY MS4 ADMINISTRATOR FOR APPROVAL AND AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS. N the compacted soil and fold the remaining 12 30cm portion of -� - SPACING PER PLAN - Y o G SEDIMENT CONTROL ro ae.. ,• F, . _ u ty r, o. x°x p r ro � SO THAT THE NOl CAN THEN BE SUBMITTED TO NYSDEC CENTRAL , w "a RECPs back over the seed and SIGNATURE TEMPORARY EROSION CONTROL MEASURES INCLUDING % -I sw compacted soil. secure RECPs Tp�' FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY OFFICE - OF ® _ r- 9 y over compacted soil with a row $ P INCLUDES INFORMATION ON ALL DRAWINGS S2 S7 AND THE €- of staples/stakes spaced dYgL�t THE SWPPP TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE r- �+ f approximately 12"(30cm) apart ( STORMWATER MANAGEMENT REPORT ( J THAN 24-HOURS. across the width of the RECPs. _.- II 4 REP CEMENT OF CONSTRUCTION THE OWNER OR OPERATOR 3.Ro he RECPs (A) down or (B) SAME ELEVATION _` AFTER THE COMMENCEMENT • WITHIN 500' OF M.H.W, OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, !1 I, ,-,: horizontally across the slope. r --._—_ ., INSPECTOR MAKE A MINIMUM OF ? INSPECTION ""rt��,.; j��_f,.€€ , I� €lw RECPs will unroll with appropriate _._€ S�OpF SHALL HAVE A QUALIFPE.D NS ( ) NO LAND AREA, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH I(- ;33 1. i(€€ - f f side against the soil surface. All _ EVERY (7 CALENDAR DAYS AND SHALL PREPARE A REPORT AS REQUIRED EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF j; RECPs must be securely fastened l ) ,l 1=f to soil surface by placing \ BY THE GENERAL PERMIT. VEGETATION FOR MORE THAN 24-HOURS WITHOUT A PROTECTIVE �} � �,� 3,—�, staples/stakes m appropriate I locations h wn in n staple 3E41 m , € as shown the s ape o WIIEI9 SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED AND COVERING SECURELY PLACED OVER THE ENTIRE AREA AND OR EROSION guide. pattern / 9 e�.;,s Iw.- ALL DISTURBED AREAS HAVE BEEN STABILIZED, SITE INSPECTIONS SHALL BE STALLED TO PRE SEDIMENTS FROM ,1 I 4.The edges of parallel RECPs must CONTROL MEASURES PROPERLY IN VENT E M i .. ...)1 _.. : l_ be stapled with approximately 2"- PROFILE PERFORMED MONTHLY, THE MS4 ADMINISTRATOR SHALL BE NOTIFIED IN WRITING ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS 5 (5-12.5cm) overlap depending F- (, -E 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, 5.Consecutive RECPs spliced down the slope must be end over end K CHECK DAM T - CONSTRUCTION ACTIVITIES BEING SUSPENDED. G ADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS H115cm (Shingle style)with an approximateNON DE R3"(7.5cm)overlap, staple through NTS o IF SOIL DISTURBANCE ACTIVITIES HAVE BEEN SHUT DOWN WITH PARTIAL PROJECT AND IMPERVIOUS STRUCTURES, overlapped area, approximately l 12"(3ocm) apart across entire STAN RD SPECIFICATION COMPLETION, INSPECTIONS MAY BE CEASED IF ALL DISTURBED AREAS HAVE BEEN o FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & P € I mi RECPs width. STABILIZED AND ALL STORM'WATER MANAGEMENT PRACTICES HAVE BEEN INSTALLED APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED €I FOR CHECK DAM WITHIN THE PORTION OF THE PROJECT WHICH HAS BEEN COMPLETED. THE MS4 TARP COVER OR AN Drawing Not To scale EARTHEN AREAS SHALL BE COVERED WITH EITHER A DEFINITION MAINTENANCE CHECK DAM CONSTRUCTION SPECIFICATIONS "NOTE: ADMINISTRATOR SHALL BE NOTIFIED IN WRITING THAT THE CONSTRUCTION . .. EXTRA HEAVY LAYER OF MULCH. NOR Disclaimer: In loose soil conditions the use of SMALL BARRIERS OR DAMS CONSTRUCTED OF THE CHECK DAMS SHOULD BE INSPECTED o , STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO $; ACTIVITIES AND INSPECTIONS ARE BEING SUSPENDED.AC 1 CT10NS a _ _ z. OF 3Q,_.., .rn.,. The information presented herein is general design information only.For specific applications,n staple or stake lengths realer than SURVIVAL OF A MINIMUM ,,. `Ta ,. p e g g o o y o sp c c pp o s, p 9 9 STONE, BAGGED SAND OR GRAVEL, OR OTHER AFTER EACH RUNOFF EVENT CORRECT ALL ANY AREA OF REVEGETATION MUST EXHIBIT A SUR r���,v� . THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. ...a�,.,,<.S� consult an independent professional for further design guidance. 6 15cm may be necessary 40 p P 9 9 ( ) Y rY A Y FSIGNIFICANT o DURABLE MATERIAL ACROSS A DRAINAGE WAY. DAMAGE IMMEDIATELY. I ALL INSPECTION REPORTS IN A - • q securetneRECP's. ® THE CONTRACTOR SHALL MAINTAIN A RECORD OF L E E 80% OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING saoz St.Wendel-c�ntmana tea. PII.Soo-77z zoao properly SET SPACING OF CHECK DAMS TO ASSUME THAT THE EROSION HAS OCCURRED BETWEEN Pose vi➢e IN a7633 www.ttnsurnagreen.com Drawn on.3-1fi=11 PURPOSE I y , g SITE LOG BOOK MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING REQUIREMENT. STRUCTURES, A LINER OF STONE OR OTHER ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM !S AT + REVEGETATION. REVEGETA7E AS NEEDED TO MEET THIS REQUIREME TO REDUCE EROSION IN A DRAINAGE CHANNEL BY P REQUEST. EST.AUTHORITY UPON Q • KITH THE NEW PORK STATE STANDARDS RESTRICTING THE VELOCITY OF FLOW IN THE SUITABLE MATERIAL SHOULD BE INSTALLED IN THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. THE CONTRACTOR SHALL COMPLY NI • _ EROSION T E C CONSTRUCTION THE CONTRACTOR AND ENGINEER SHALL L t� T I�TIL CHANNEL. THAT PORTION OF THE CHANNEL: EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE AT COMPLETION OF , AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE NTS CONDITION WHERE PRACTICE APPLIES DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. PERFORM A FINAL INSPECTON TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL 1 PRACTICE IS USED AS A TEMPORARY OR REMOVE SEDIMENT ACCUMULATED BEHIND THE o PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK BOOK). THIS R E � DAM AS NEEDED TO ALLOW CHANNEL TO STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS EMERGENCY MEASURE TO LIMIT EROSION BY DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS t e ry' AN DRAIN THROUGH THE STONE CHECK DAM AND HAVE BEEN REMOVED. UPON CERTIFICATION OF COMPLETION, A NOTICE OF SITE T `U TI SE UEN( OL REDUCING VELOCITIES ON SMALL OPEN CHANNELS APPROPRIATE. PREVENT LARGE FLOWS FROM CARRYING THAT ARE DEGRADING OR SUBJECT TO EROSION TERMINATION NOT SHALL BE FILED WITH NYSDEC CENTRAL OFFICE. AND WHERE PERMANENT STABILIZATON IS SEDIMENT OVER THE DAM. REPLACE STONES • ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT (NOT) • INSTALL SEDIMENT CONTROL FENCING ON LOW SIDES OF PROJECT AREA. --PLANT AND MULCH • THE MS4 ACCEPTANCE STATEMENT ON THE NOT MUST BE SIGNED BY THE MS4 AS NEEDED TO MAINTAIN THE DESIGN CROSS' ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO • SURROUNDING YARD IMPRACTICAL DUE TO SHORT PERIOD OF INSTALL STABILIZED CONSTRUCTION ENTRANCE AREAS ,� USEFULNESS AND TIME CONSTRAINTS OF SECTION OF THE STRUCTURES. DAMAGE OR BLOCKAGE FROM DISPLACED STONE. ADMINISTRATOR SO THAT THE NOT CAN THEN BE SUBMITTED TO NYSDEC CENTRAL • MAXIMUM DRAINAGE AREA: 2---ACRES. • ESTABLISH SITE SUBGRADES AND INSTALL HEAVY LAYER OF MULCH CONSTRUCTION. OFFICE. Y/IIIUIIU�I/J1U �11/�ll 'f JIIWYII/l�lll�`lfUllll�'! • INSTALL DRIVEWAY -- - SITE STABILIZATION • EXCAVATE FOR HOUSE FOUNDATION AND ESTABLISH SUBGRADES AND E" • THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS INSTALL HEAVY LAYER OF MULCH OR WOODCHIPS. - PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY • CONSTRUCT FOUNDATION, HOUSE AND ATTACHED GARAGE. 10-0 " - a CONSTRUCT VEGETATED DETENTION AREAS AND INFILTRATION TRENCHES, 36 FENCE POST DRIVEN OR PERMANENTLY CEASED, BUT !N NO CASE MORE THAN 7 DAYS, 0.C. MAX. „ i MINIMUM 16 INTO • STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIF-IER ON TOPSOIL SEED AND INSTALL EROSION CONTROL BLANKETS GROUND SLOPES OVER 1.5 OR SEEDING AND INSTALLING A CONTINUOUS LOVER OF a INSTALL FINAL LANDSCAPING, TOPSOIL, SEED AND MULCH DISTURBED _ - .. SILT STOP EMBED 1N 36" FENCE POST STRAW MULCH WATERED INTO PLACE, ON SLOPES OVER 1:3 INSTALL EROSION YARD AREAS. GROUND 8" MIN. CONTROL BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH THE DETAILED INSTALL ASPHALT PAVEMENT ON DRIVEWAY -SILT STOP EMBED IN { GROUND 8" MIN. EROSION S. PLANS AND IN ACCORDANCE WITH MANUFACTURERS EROSION CONTROL z - UNDISTURBED GROUND INSTRUCTION ` . ) 6" PVC SDR-35 STAND PIPE, IL BT TI I�9 TI i0B 1 � INSTALLED TO 6" ABOVE GRADE �® STANDARDSPECIFICATIONS F MULCHING G I ` • SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE WHERE W/CAP W/(3) 3/4 HOLES . I SLOPE LENGTH FENCE LENGTH FT. FL0 / ( ) THE NATIVE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CONSTRUCTION DEFINITION °'• w APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, ® ,,�• �_ AND WILL BE REVEGETATED IN ORDER TO RECOVER THE ORIGINAL PROPERTIES AND SLOPE STANDARD REINFORCED SUPER TO COVER THE SOIL SURFACE. -- FILTER FABRIC MlRAFI "�+. 8" MIN. x POROSITY OF THE NATIVE SOILS. RP SE 140N OR EQUAL CO - <2% 30011500 N/A NIA PURPOSE - • FOR YARD AREAS, AERATE SOILS WITH SOIL AERATOR MECHANICAL IMPLEMENT THE PRIMARY PURPOSE S I-S TO PROVIDE INITIAL EROSION CONTROL WHILE A v _ A APPLY 6--INCHES OF TOPSOIL SEED AND INSTALL EROSION INFILTRATION TRENCH FILLED 2 10% 12511000 25012000 30012500 DURING FINAL GR DING, MULCH WILL CONSERVE -- — WITH 1"-3" SECTION N S SEEDING OR SHRUB PLANTING IS ESTABLISHING, M CRUSHED STONE CONTROL BLANKETS. 10-20% ?00/750 150/1000 200/1000 MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE -4' TRENCH WIDTH 04 ` �- 60 500 80 100 1O0 1000 FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CRUSTING AND F PERSPECTIVE SOIL BACKFILL 20-33q / / / I T E AID IN WEED CONTROL, MULCH IS ALSO USED ALONE FOR TEMPORARY INFILTRATION TRENCH I 33-50Z 40/250 70/350 1001500 • ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN STABILIZATION IN NON-GROWING MONTHS. SEDIMENTT LFENCE DETAILCONDITIONS WHERE PRACTICE APPLIES 24-HOURS OF A STORM EVENT AND REPAIRED AND OR MODIFIED AS REQUIRED TO NTS NTS >50% 20/125 30/175 50/250 /BE IN GOOD WORKABLE CONDITION. ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB • THE CONTRACTOR SHALL. CONDUCT AN INSPECTION 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 GEOTEXTILE FABRIC INSTALLED ON THE ADDED SUPPORT. OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND r--SEED AND MULCH CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE DRAINAGE SYSTEMS. -- 4.5 WIDE' SIDE SLOPES TWO ENDS SHALL BE OVERLAPPED _Q$ VEWAY SMALL DRAINAGE AREAS OF DISTURBED SOILS. , ROLLED TOGETHER AND SPECIFICATIONS FOR VEGETATEDL SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH - PURPOSE STAPLED TO PREVENT SEDIMENT BYPASS AT THESE PRODUCTS. DEFINITION 2 TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED CONNECTIONS. 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. 1 GRAB TENSILE STRENGTH: 90 LBS ASTM D1682 STORMWATER AT A LOW VELOCITY, PROMOTING NATURAL TREATMENT AND APPLICATION RATES: APPLICATION ELONGATION AT FAILURE: 50% ASTM D1682 INFILTRATION. MULCH - 2 TON/ACRE (2 BALES f 1000 SFt) - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE CONSTRUCTION SPECIFICATIONS VEGETATION REQUIREMENTS FENCE: PLACED ON A SLOPE: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE • AMEND SOIL AS NEEDED WITH FERTILIZER AND LIME 1:2 SLOPE (501'.) 25 FT POSTS WITH WIRE TIES OR STAPLES. POST SHALL BE STEEL • PROVIDE 4-INCHES OF TOPSOIL \ 1:3 SLOPE (339) 50 FT EITHER "T" OR "U" TYPE OR HARDWOOD. • REMOVE ALL STONES AND DEBRIS 75 FT 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE 20215as77o r 1:4 SLOPE (25 ) o APPLY SEED MIX AT 75 LBS/ACRE r#2021-3000pgs FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID MAINTENANCE REQUIREMENTS Int 1:4i SLOPE OR LESS 100 FT 8 ~~ 12 MINIMUM -FILTER FABRIC TENCATE MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED SECTION, FENCE SHALL BE WOVEN WIRE, 6" MAX, MESH • FERTILIZE AND LIME AS NEEDED TO MAINTAIN DENSE VEGETATION, l , 11/10/2021 03:402 1 4 ACRE FIER 100 FEET OF FENCE KITH MAXIMUM PONDING DEPTH OF OPENING. 7PM 4-6" RIP RAP MIRAFf 140N OR EQUAL / MOW AS REQUIRED TO MAINTAIN GRASS HEIGHTS OF 4-6 INCHES. r 1' 1 Pages 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER MAP RIP RAP% 1.5 FEET • REMOVE SEDIMENT AND DEBRIS BUILD-UP ANNUALLY. ( THEY SHALL BE OVER-LAPPED BY 6-INCHES AND FOLDED! s, Pamela J.Vogel,Warren Co Y EROSION WILL OCCUR AS SHEET EROSION. F. • INSPECT FOR POOLS OF STANDING WATER, REGRADE AND REVE•GETATE AS NEEDED. clerk FILED - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. FILTER CLOTH SHALL BE EITHERFILTER X, MIRA'FI ?'OOY • REPAIR EROSION IN CHANNEL BOTTOM AS NEEDED, RE-TOPSOIL, SEED AND NTS STABIL/NKA T140N OR APPROVED EQUIVALENT. DESIGN CRITERIA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR INSTALL EROSION CONTROL BLANKETS. ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED APPROVED EQUIVALENT, • USE OF HEAVY EQUIPMENT FOR MOWING AND REMOVING DEBRIS TO MINIMIZE SOIL TAX MAP#Is 2 1-1-9. 1 & . AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND COMPACTION. �6 SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR MATERIAL REMOVED WHEN "BULGES' DEVELOP IN THE SILT VEGETATION SEEDINGSCHEDULEALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED STABILIZED. FENCE. PROFESSIONAL ENGINEER IS A VIOLATION 0'F NYS EDUCATION LAW. AREA OF SEEDING RECOMMENDED APPLICATION SPECIES/N1IX RATE.. -- ------- --- ---- -- —_- _ -__-- EROSION IMPLEMENTATION SCHEDULE3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 DETENTION AREA& KENTUCKYBLUEGR4SS, 75LBS/ACRE 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 LAWN AREAS CREEPING RED FESCUE, TOTAL . � 1/15/2'021 PERENNIAL RYEGRASS PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE 1 ISSUED FOR SPR, PRELIMINARY & FINAL SUBDIVISION PHASE TEMPORARY SEEDING 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11/16/2020 ANNUAL&PERENNIAL 75 LBS/ACRE FOR EROSION ENTIRE PROJECT(REMOVE AVER FINAL - -�-- - -------^ RYEGRASS MIX TOTAL — 4 PRIOR TO CLEARING AND SOIL N o. R e v i s i o n s Dote CONTROL SEDIMENT CONTROL FENCE SITE STABILIZATION AND VEGETATION DISTURBANCE ESTABLISHMENT) SIAPPP NOTES & tCX01NSTRUCT1ON DETAILS STABILIZED CONSTRUCTION DURING INITIAL SITE WORK ENTIRE PROJECT(REMOVE DURING FINAL` ' ` ENTRANCE MOBILIZATION DRIVE RECONSTRUCTION) Prepared for: Jennifer Ball UNTIL FINAL GRADING AND VEGETATION " ® TEMPORARY SEEDING&MULCHING AFTER INITIAL SITE GRADING t r°: Pickle Hill ®8d ® ESTABLISHMENT Town of Queensbury® Warren County, NY IM Call Before You Dig BS x ®Wait The Required Time STORMWA TER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT � Drawn: LWD Checked: GTH Scale: NOTE[) Date: 11/3/20 Confirm Utility Response EM Respect The Marks Dig With Care SEEDING&OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT Queensbury,l oNY nd Road 12804 962 STABILIZATION 7 � �- www.digsafelynewyork.com Hutchins Engineering PLLC (551 774 030 Phone 7 - 1- 518 745-0308 Fax ( ) WINTER STABILIZATION STANDARDS STANDARD SPECIFICATIONSFOR CONCRETE TRICK WASHOUT DEFINITION&SCOPE o z A TEMPORARY EXCAVATED OR ABOVE GROUND PROVIDE APPROPRIATE ACCESS WITH A GRAVEL _ 50' MIN L T NEEDED op SiLT FENCEIHAYBALES OR OTHER LINED CONSTRUCTED PiT WHERE CONCRETE ACCESS ROAD SLOPED DOWN TO THE STRUCTURE. FOR INDIVIDUAL SITE CONDITIONS SUPPORTING HARDWARE TRUCK MIXERS AND EQUIPMENT CAN BE SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO o 0 0 STANDARD AND SPECIFICATIONS FOR WASHED AFTER THEIR LOADS HAVE BEEN THE FACILITY AFTER THEIR LOAD IS DISCHARGED. WINTE TA II IZATI DISCHARGED. ALL WASHOUT FACILITIES WILL BE LINED TO o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 PURPOSE PREVENT LEACHING OF LIQUIDS INTO THE GROUND, -- oo o 0 0 0 o Cxo� o • TO PREVENT HIGHLY ALKALINE RUNOFF FROM THE LINER SHALL BE PLASTID SHEETING WTH A w perimeter and sensitive locations.Silt fence and other `� �' MINIMUM THICKNESS OF 10 MILS WITH NO HOLES radices requiring earth disturbance e i ENTERING STORM DRAINAGE SYSTEMS OR yf p q g must b installed p � -� �C� �� before the ground freezes. LEACHING INTO SOiL. OR TEARS, AND ANCHORED BEYOND THE TOP OF ✓ �r ` o o a o THE PIT WITH AN EARTHEN BERM, SAND BAGS, — -- CONDITION WHERE PRACTICE APPLIES o o c��� I i N , l „ 1 i III I : _'^• Il�ai'i'I i II i III i I i 7. Soil stockpiles must be protected b'the use Of o 0 .ve p p y ( STONE, OR OTHER STRUCTURAL APPURTENANCE established vegetation,anchored straw mulch,rolled I WASHOUT FACILITIES SHALL BE PROVIDED FOR � EXCEPT C POINT. ., stabilization matting,or other durable PT AT THE ACCESS PO o o o c7 0 0 0 0 0 0 0 0 0 0 o c � o 0 . ab e covering.A EVERY PROJECT WHERE CONCRETE WILL BE ���`<��L�>�"(_.)� `J�J�C'���C�C�� CJ� �`y� � barrier must be installed at least 15 feet from the toe of SIDE SLOPES, IF EXCAVATED, POURED OR OTHERWISE FORMED ON THE SITE. rc the stockpile to prevent sod migration and to capture \ IF PRE—FABRICATED WASHOUTS ARE USED THEYo I, loose soil. \ SHALL BE 2 HORIZONTAL THIS FACILITY WILL RECEIVE HIGHLY ALKALINE o Y MUST ENSURE THE CAPTURE AND CONTAINMENT 89 �a TO 1 VERTICAL WASH WATER FROM THE CLEANING OF CHUTES, EXISTING GROUND 6 MIN COURSE OF : t 8, In areas where sod disturbance activity has temporarily OF THE CONCRETE WASH AND BE SIZED BASED „ MIXERS, HOPPERS, VIBRATORS PLACING 2-4 STONE or permanently ceased,the application of soil SECTION-/� , ON THE EXPECTED FREQUENCY OF CONCRETE stabilization measures should be initiated by the end of 81 x 8 W x 2 D CONCRETE WASHOUT EQUIPMENT, TROWELS, AND SCREEDS: UNDER the next business day and completed within three(3) AREA WITH IMPERMEABLE LINER NO CIRCUMSTANCES KILL WASH WATER FROM POURS. THEY SHALL BE SITED AS NOTED IN THE days. Rolled erosion control blankets must be used on LOCATED CRITERIA. y THESE OPERATIONS BE ALLOWED TO INFILTRATE STABILIZED T I all slopes 3 horizontal to 1 vertical or steeper. SILT HER SUPPORTING INTO THE SOIL OR ENTER SURFACE WATERS. MAINTENANCE . . OR OTHER SUPPORTING NTS D finition& Scone 9. if straw mulch atone is used for temporary A DESIGN CRITERIA ALL CONCRETE WASHOUT FACILITIES SHALL BE HARDWARE _stabilization,it shall be applied at double the standard INSPECTED DAILY. DAMAGED OR LEAKING • THE WASHOUT FACILITY SHOULD BE STABILIZED CONSTRUCTION ACCESS CONSTRUCTION SPECIFICATIONS A temporary site specific;enhanced erosion and sediment rate of tons per acre,making the application rate 4 FACILITIES SHALL BE DEACTIVATED AND control Ian to manage runoff and sediment at the site during tons per acre. r SIZED To CONTAIN SOLIDS WASH WATER AND � — —I p g g p e tithe manufactured mulches should be STONE SIZE USE 2 4 STONE. i construction activities in the winter months to protect off-site applied at double the manufacturer's recommended RAINFALL AND SIZED TO ALLOW FOR THE REPAIRED OR REPLACED IMMEDIATELY, EXCESS —s LENGTH NOT LESS THAN 50—FEET. water resources. rate. RAINWATER THAT HAS ACCUMULATED OVER EVAPORATION OF WASH WATER AND RAINFALL, • THICKNESS -- NOT LESS THAN 6—INCHES. HARDENED CONCRETE SHOULD BE PUMPED TO t0. To ensure adequate stabilization of disturbed soil in WASH WATER SHALL BE ESTIMATED AT 7 # WIDTH — 12—FOOT MINIMUM, i Conditions V6'here practice Applies , A STABILIZED AREA advance of a melt event,sleds of disturbed soil should GALLONS PER CHUTE AND 50 GALLONS PER , SUCH AS A GRASS FILTER o GEOTEXTILE — WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. .. be stabilized at the end of each work day unless: This standard applies to all construction activities involved y HOPPER OF THE CONCRETE PUMP TRUCK STRIP. * SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES pP � with ongoing land disturbance and exposure between __ ACCUMULATED HARDENED MATERIAL SHALL BE b g ,p a. work will resume n ° DISCHARGING M. E i I SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING 1S IMPRACTICAL, A MOUNTABLE BERM WiTH I November I5`�`to the followingApril I", esu e within�4 hours in the same area ANDfOR DRUM. THE MINIMUM MUM SIZE p and no precipitation is forecast or; — — SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM REMOVED WHEN 75% OF THE STORAGE 1 V•5H SLOPES WILL BE PERMITTED. CAPACITY OF THE STRUCTURE IS FILLED. ANY • - MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT esi n Criteria • AND 2 FEET DEEP.. 1F EXCAVATED, THE SIDE b. the work is m disturbed areas that collect and EXCESS WASH WATER SHALL BE PUMPED INTO RIGHTS—OF—WAY,runoff,such as open utilitytrenches SLOPES SHALL BE 2 HORIZONTAL TO 1 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY, ALL SEDIMENT SPILLED, p A CONTAINMENT VESSEL AND PROPERLY I. Prepare a snow management Ian with adequate storage foundation excavations,or water management VERTICAL. DROPPED, WASHED OR TRAGTED ONTO PUBLIC RIGHTS—OF—WAY MUST BE REMOVED IMMEDIATELY. for snow and control of melt water,requiring cleared areas. DISPOSED OF OFF SITE• * WHEN WASHING iS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH LOCATE THE FACILITY A MINIMUM OF snow to be stored in a manner not affecting ongoing ® DISPOSE OF THE HARDENED MATERIAL DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. . . I L Use stone paths to stabilize access perimeters of �� �� � _ 100 FEET AWAY FROM DRAINAGE SWALES, I construction activities. p p , — - OFF SITE IN A CONSTRUCTION DEMOLITION PERIODIC INSPECTION 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, WETLANDS, STREAMS AND � 2. Enlarge and stabilize access points to provide for snow construction vehicle traffic is anticipated.Stone paths CONCRETE WASHOUT LANDFILL. ON—SITE DISPOSAL MAY BE ALLOWED g p P OTHER SURFACE WATERS. PREVENT SURFACE management and stockpiling.Snow management should be a minimum 10 feet in width but wider as WATER NT IF THIS HAS BEEN APPROVED AND ACCEPTED g P g ( AREA WITH FROM E ERING THE STRUCTURE 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. E / � \ EXCEPT FOR THE ACCESS ROAD: Maintenance f — CASE, THE MATERIAL SHOULD BE RECYCLED AS 3. A minimum 25 foot o buffs shall h all be maintained from all SPECIFIED, OR BURIED AND COVERED WiTH A '..• ..` -. ., . . .: • perimeter controls such as silt fence. Mark silt fence The site shall be inspected frequently to ensure that the — MINIMUM OF 2 FEET OF CLEAN COMPACTED : . OUTLET FROM DST. AREA with tall stakes that are visible above the snow pack. erosion and sediment control plan is performing its winter EARTHFILL THAT iS PERMANENTLY STABILIZED stabilization function.if the site will not have earth TO PREVENT EROSION ; ::`:: 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 — ' �— 100 feet will have 2 rows of silt fence 5 feet apart, bare exposed soil must be stabilized by established THE PLASTIC LINER SHALL BE REPLACED WITH LEVEL installed on the contour. vegetation,straw or other acceptable mulch,matting,rock, EACH CLEANING OF THE WASHOUT FACILITY. i u LENGTH P_ER".PLAN' or other approved material such as rolled erosion control IN 4 products.Seeding of areas with mulch cover is referred INSPECT THE PROJECT SITE FREQUENTLY TO 5. Drainage structures must be kept open and free of snow g P tY T. �g p p STON APRON A. g but seeding al ENSURE THAT NO CONCRETE DISCHARGES ARE ti _ , " ; , o GEOiEXTILE FABRIC TENCATE and ice darns. All debits,ice dams,or debris from g one is not acceptable for proper stabilization• � .. 4u: . ...::....PIPE OUTFACE..:: plowing operations,that restrict the flow of runoff and TAKING PLACE IN NON—DESIGNATED AREAS. oc *r MIRAFI 140N OR EQUIVALENT meltwater,shall be removed. Compliance inspections must be performed and reports WI = - BUY ND 4 IN SOIL C� :;•. R E TO filed properly in accordance with the SWPPP for all sites � `,:...:•:: .. . �•-° !1"`"�- 6. Sediment barriers must be installed at all appropriate tinder a winter shutdown. } -- 4" MIN #2 STONE GEOTEXTIEE FABRIC TENCATE November 2016 Page 2.38 Nm,York State Standards and Specifications A "` , MIRAFI 140N OR EQUIVALENT For Erosion and Sediment Control --SIGN IDENTIFYING SITE AS T l' ET 1 DETENTION CONCRETE WASHOUT AREA BASINLA r PLAN NTs � N�RETE T U"" WASHOUT 'ETAIL 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 PLANPLAN CONTROL BLANKETS AND TOP OF CULVERT END FtNiSHED GRADE \IVTOPSOIL---\ 2.5 �, 3 ---- GRApING PER PLAN_ 4" MiN. r MAX 1AV127MiN. �- 14' TOTAL SUBBASE WIDTH TAPER TO MEET EXISTING GRADE, \ apt ,_ \\V \\Y \\V \\V �v 12' TOTAL SURFACE WIDTH eTOPSOIL, SEED & INSTALL FLARED END SECTION Wi TH < LL E EROSION CONTROL BLANKETS, BOLTED COUPLING BAND "' NORTH AMERiCAN GREEN 1 DITCHLINE 3-4% CROSS SLOPE S75BN OR EQUAL 2 PER PLAN 3 _ 12" MIN. DOT MEDIUM STONE - 1 1.5 , , CULVERT PiPE 11 MAX FiLL B LONG BY 6 WIDE I� WELL DRAINED—i GRANULAR FILL TAPER TO MEET NA Ti VE " oa zx c� o ,, A EXISTING GRADE - o BURY END 6 INTO SOIL SOILS RIP-RAP OR ROCK-LINED 4" MIN. #2 STONE DITLAN PERER PLAN - GEOTEXTiLE FABRIC; COMPACTED WOVEN GEOTEXTILE ROADWAY — 12" TOTAL DEPTH OF TENCATE MIRAFI 14ON _ SUBGRADE STABILIZATION FABRICS NYS DOT SECT 304, TYPE 2 OR 4 �COMPACTED TOTO 95% STD, PROCTORFUTURE ASPHALT ASPHALT PAVEMENTBERMED VEGETATED\� IVE CULVERT SECTION DETAIL DETENTIONBASIN NTS N TS NTS — � PLANT AND MULCH " Instr#2021-3000098 MIN ® 2021545770 3 SURROUNDING YARD AREAS ; x x x X x '� � � --- ,: � '1� ���7 � , 8 11110/202i 43:40:27 PM kxx x Xxyx `9X X X 2 BINDER COURSE ASPHALT 12" MiN x X �Xx v x x %X X X x �' �! / �/i/�1� '/ll�d °` 1 Pages C XY so �� 0 1-112" TOP COURSE ASPHALT r� l��i MAP X X Xo X v � o � X xxr X OR 3" SINGLE BINDER COURSE �� --- --- -- "`- i Pamela J.Vogel,Warren Co Clerk FILED --GRANULAR SUBBASE COURSE NYSDOT SECTION 304 TYPE 2 TAX MAP#rS 66. 1®7-9. 1 & 9.2 OR 4 COMPACTED TO 95% r SUBGRADE COMPACTED TO STD. PROCTOR ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED 90% STANDARD PROCTOR I PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ASPHALT PAVEMENT DETAIL NTS 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 i 1 ISSUED FOR SPR PRELIMINARY & FINAL SUBDIVI SION PHASE 1/15/2021 o � &" PVC SDR-35 STAND PIPE --- - oX X - -- o XXXx ____GRAVEL SURFACE, ! INSTALLED To s" ABOVE GRADE 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11/16/2020 X �Xx X> XX x XX x XxKx xx Qx x �r NYSDOT SECTION 304 W/CAP W/(3) 3/4" HOLES ------------ ----- -- -- Xx ,_ X x X I �., F�evlSions Date 8' MIN ( X ��xxxx � x� off « y_ TYPE 2 OR 4 COMPACTED N o. - - oXX X X # x TO 95% STD. PROCTOR �; l g"� ] j�/ �j FILTER FABRIC MIRAFI t LNSTCITIN DETAIL SHEET 140N OR EQUAL -- INFILTRATION TRENCH FILLED prepared for: W TH 1"-3" $ _ SUBGRADE COMPACTED TO CRUSHED STONE Jennifer Ball 'a P4 ® 90% STANDARD PROCTOR ------4' TRENCH WDTH iI Pickle PfII Road HMO,,, Newl T orkw GRAVEL SURFACED YARD AREA ET INFILTRATION TFZENCOH, DETA IL Town of Queensbury, Warren County, NY 10 Callt The R You Required NTS OF Drawn: LWD Checked: GTH Scale: NOTED Date: 11/3/20 ®Wait one Requlr �Rrtae NTS �' 0 Confirm Utility Response FM Respect The Marks Dig With Core � 169 Havilond Road Ej Queensbury, NY 12$04 291 71-01® 2 2®7 518) 745-0307 Phone wv .digsafelynewyork.com '� Hutchins Engineering PILLS 51s 745---o3os Fix 291672' 12 WASTEWATER SYSTEM DESWASTEWATER V WASTEWATER SYSTEM DESIGN SYSTE FILLTE � V SYSTEM N TES AART ® FIELD STABILIZED D FIELD F OVER THE ENTIRE AFTER REMOVING ORGANICS & TOPSOIL PLACE SYSTEM 2L R H E RE AREA LOTS 2&ZA � CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. THIS DESIGN UTILIZES STANDARD PIPE-IN-STONE ABSORPTION LOT� OF PROPOSED ABSORPTION BED AND TAPER AREA. INSTAL STAL TI NOTES 4-BEDROOM RESIDENCE 5-BEDROOM RESIDENCE DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF TRENCHES INSTALLED IN STABILIZED FILL. CUT ALL TREES, GRADE AND REMOVE. BOUNDARY CONDITION ON CLAY LAYER 12 WATER SAVING FIXTURES WATER SAVING FIXTURES ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE CAREFULLY SELECTED SAND, THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. STUMPS AND OTHER VEGETATION AT RA ( ) PERCOLATION ATE - = SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN PLACE PER N R OF 2 5 AFTER EXCAVATION G TOPSOIL AND ORGANIC MATERIAL INSTALLATION ELEVATION 12 ABOVE EXISTING GRADE AVATtON OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH REMOVE STUMPS AND EXISTING BOTTOM OF TRENCH fN (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) (1.6 GPF MAX. FLUSH 3.0 GPM MAX. FAUCETS __ MIN /NCH AND NO ORGANICS OR OBJECTS OVER 3 IN SIZE. LESS THAN 1D% BY / TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED OF STONE TO BOUNDARY WEIGHT SHALL !NE THAN 0.05mm. AT LEAST 25;� OF THE MATERIAL BY WEIGHT (PROVIDE 24 OF VERTICAL SEPARATION FROM BOTTOM NDARY DESIGN FLOW -- 110 GPD/BEDROOM DESIGN FLOW - 110 GPD BEDROOM WE BE FINER E 1 / s T ABSORPTION FIELDAREA.PLACEMEN OF AGGREGATE SHALL BE AS SHOWN AND CARE SHALL BE EXERCISED TO AVOID EQUIPMENT FOR ALL WORK IN SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm, LESS THAN 1590 OF THE MATERIALCONDITION (CLAY LAYER) AFTER REMOVING ORGANICS & TOPSOIL) SYSTEM DESIGN FLOW 440 GPD SYSTEM DESIGN FLOW - 550 GPD BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. ® THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONSTRUCT DRAINAGE SCALE UPGRADIENT OF SYSTEM IN ORDER ASTE WA TER Y TEM MA TER I 'L SEPTIC TANK ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM SEPTIC .TANK CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS; OR OTHER UNSUITABLE TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. r- 1250 CAL PRECAST CO _ OF 2-FEET BETWEEN BOUNDARY CONDITION (BEDROCK OR SEASONAL HIGH S ECHOIC ' TIONS CONCRETE DUAL COMPARTMENT 2DOD GAL PRECAST CONCRETE DUAL COMPARTMENT CONDITIONS. GROUNDWATER AND BOTTOM` OF ABSORPTION TRENCHES. ONLY SYSTEM FILL _ HOUSE SEWER PIPE NO GARBAGE GRINDER _ - INSPECTION N I T OR J .ACUZZ( SPA TUB 1500 GAL RE D OR 5 BED` 00 S U R !F R M pSIZE TO ALLOW FOR IN-SINK Q ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY / ( = MATERIAL SHALL 8E INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER PIPING TO BE 4„ SDR-35 0R SCH-40 PVC. INSTALL WITH 1 4" PER FOOT MINIMUM SLOPE (ADDITIONAL 250 GAL OF TANK SIZE TO BE ADDED FOR EACH GARAGE GRINDER & JACUZZt/SPA TUB, 250 GAL REQ AREAS.'D FOR EACH) FROM THE DISPOSAL FIELD. FILL PLACEMENT TO BE INSPECTED BY THE TOWN OF EFFLUENT SEWER.PIPE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED HAS BEEN INSTALLED. U ENSBURY BUILDING DEPARTMENT ENGINEER „ „ GARBAGE GRINDER AND JACUZZt TUB) „ DO NOT USE Q Q E RTMENT & DESIGN ENG NEER AFTER PIPING TO BE 4 SDR-35 OR SCH 40 PVC. INSTALL WITH 1�8 PER FOOT MINIMUM SLOPE ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED 1N 12 THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND 1S NOT DESIGNED TO STABILIZATION AND GRADES HAVE BEEN ESTABLISHED PRIOR TO PUMP STATION LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. A E B FORCE MAIN " HDPE SDR-17 PUMP STATION- - .LOT 2A 1000 GAL PRECAST CONCRETE ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH. AS JACUZZI INSTALLING THE TRENCHES: PIPING TO BE 2 _ PROVIDE POSITIVE DRAINBACK TO PUMP STATION 1000 GAL PRECAST CONCRETE W/DUPLEX, DEMAND DOSE, ALTERNATING EFFLUENT PUMPS INSTALLER TO N077FY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL TYPE SPAS OR GARBAGE GRINDERS. FILTER FABRIC FILTER FABRIC TO BE 4:8 OZ aY NON-WOVEN SEPARATION FABRIC, TENCATE M1RAFt PRIOR TO TRANSPORTING TO SITE ® BACKWASH SORPTION FIELD COMPONENTS & W/DUPLEX, DEMAND DOSE, ALTERNATING EFFLUENT PUMPS FROM WATER SOFTENERS OR CONDITIONING SYSTEMS MUST BE EXCLUDED FROM THE SEPTIC TANK, PIPING, AB 14ON OR EQUIVALENT LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES A PERCOLATION TEST 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 WITH FILL . ROOF, N FOOTI G, 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 WITH NO PARTICLES LEACH FIELD - STANDARD PIPE--IN-STONE ABSORPTION TRENCHES DESIGN PERCOLATION RATE = 8-10 MIN/IN SPECIFICATIONS WASTEWATER SYSTEM. GREATER THAN 3" AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOI"ES." INSTALLED IN STABILIZED FILL (3.5'-4' SYSTEM FILL) APPLICATION RATE = 0.9 GPD/SF TOPSOIL DESIGN PERCOLATION RATE = 16-20 MIN IN ABSORPTION TRENCH AREA REQUIRED = 611 SF PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND (BLEND OF FILL SOIL RATE & NATIVE SOILS) 2' WIDE TRENCH LENGTH REQUIRED = 306 LF r-CHAIN ON EA. PUMP ESTABLISH TURF. A TOP OF TANK E EXTERIOR WEATHERPROOF JUNCTION BOX APPLICATION RATE = 0.7 GPD/SF INSTALL (6) TRENCHES AT 60 LF EACH ALLOW FOR FUTURE ABSORPTION TRENCH AREA REQUIRED = 629 SF 360 LF TO BE PROVIDED PUMP REMOVAL (IF NECESSARY). SEAL CONDUIT GAS TIGHT, 2' WIDE TRENCH LENGTH REQUIRED = 315 LF I WITHOUT ENTERING TANK INSTALL CONTROL PANEL IN HOUSE INSTALL (6) TRENCHES AT 60 LF EACH POTABLE WATER SUPPLY TO BE NEW ON-SITE WELL 12 MIN. 12''f COVER 2" MIN. DROP 360 LF TO BE PROVIDED -MAINTAIN 50 MINIMUM SEPARATION FROM SEPTIC TANK TO WELL COVER INSTALL FLOAT SWITCHES TO DISTRIBUTION BOX ( BETWEEN INVERTS -MAINTAIN 100' MINIMUM SEPARATION FROM ABSORPTION TRENCHES TO WELL - OPERATE PUMP AND TEE JOINS TWO PUMP 2" MIN. MAINTAIN LEVELS AS INDICATED DISCHARGES INTO 4 a ° ° a a / _ POTABLE WATER SUPPLY TO BE NEW ON-SITE WELL -MAINTAIN 100 MINIMUM SEPARATION FROM STORM WA TER DETENTION a ° ° a ° a ! ONE FORCEMA/N ° a ° a -MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO WELL BASINS TO WELL 4" PVC SCH-40 r 2 ° ° ° INLET �- 4" PVC SCH-40 ° TRANSITION TO 4" -MAINTAIN 100' MINIMUM SEPARATION FROM ABSORPTION TRENCHES TO WELL 6" MIN. BALL VALVE, _,-_, OUTSIDE OF / LIQUID LEVEL OUTLET EFFLUENT SEWER --+� O MIN. SLOPE ° — ONE PER PUMP MAINTAIN 100 MINIMUM SEPARATION FROM STORMWATER DETENTION - ----------""----- �— -~" D-BOX DISTRIBUTION BOX NOTES 1/4 PER FOOT BASINS TO WELL 113 MIN. SLOPE „ �l l PIPE JOINTS TO BE SEALED WITH J I " DEPTH 18" 1/8" PER FOOT INSTALL VALVES AND 0 4 P -2 HOPE SDR-11 CONCRETE BAFFLE ASPHALTIC MATERIAL OR EQUIVALENT. J t 16„ 4 H x18'"W SLOT—\ UNIONS SUCH THAT EITHER FORCEMAIN USE SPEED LEVELERS TO ASSURE / & INVERT ELEVATIONS OF ALL OUTLET (2) 4" ELBOWS _ OF OUTI ET MIN, PUMP CAN BE ISOLATED E ALL OUTLETS ARE AT EXACTLY THE PIPES MUST BE EQUAL, USE SPEED 4" MIN TOPSOIL OVER THE - WATERTIGHT SLEEVE--j OR 6" ELBOW INVERT AND REMOVED WITHOUT 0 REQUIRING PIT ENTRY / SAME ELEVATION LEVELERS. AND SEAL (TYP) � _ -� ° ° D-BOX TO BE- INSTALLED IN ENTIRE ABSORPTION FIELD; \ _ i '- �� 4" PVC SDR-35 SOLID HEADER TO-_j SEED & ESTABLISH TURF \ z Q ALARM FLOAT H _ PERFORATED ABSORPTION BED PIPING, CONFORMANCE WITH MANUFACTURERS \ --- OVERFILL TO PROPOSED DUAL w _ 0 BACKF/LL FREE OF- ALLOW FOR COMPARTMENT _= INSTRUCTIONS. a ° z Q; LAG PUMP O� �� INSTALL INSIDE PUMP PIT � �___--- 1/8 PER FOOT MIN SLOPE STONES` OVER 3" SETTLEMENT PRECAST CONCRETE `� 6 60-757. OF 25-4090 OF 4 IN LOCATION ACCESSIBLE SEPTIC TANK 07 S° TANK VOLUME TANK VOLUME WITHOUT PIT ENTRY v LEAD PUMP ON LOT 1 - 2000 GAL ° ° PUMP STATION NOTES VOLUME OF DOSE ` LOT 2 - 1250 GAL —2„ SCH-40 PVC INSIDE SEAL ALL TANK OPENINGS WATERTIGHT MINIMUM 2X WIDTH PER NOTE 8 WET WELL THROUGH WALL PUMP OFF - MAXIMUM 4X WIDTH -� _--__ — PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH FILTER FABRIC ° " / \ `—GATE VALVE VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND 16 MIN. MIRAFI 140/V 6-12„ a ° ° ° ° ° ° DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. OR EQUAL 2 TRENCH WIDTH ``�---REDUCING TEE POINTED DOWNWARD \ ° WITH 1 BALL VALVE THROTTLED TO WITH ALARM IN HOUSE INSTALL POWER & CONTROL WIRING TO CONTROLLER ALLOW TRICKLE DRAIN BACK INTO INSTRUCTIONS AND NATIONAL � IN ACCORDANCE WITH MANUFACTURER'S _ ----- - ' •, ' -; , 2 IN. o WETWELL ELECTRIC CODE N.E.C. REQUIREMENTS. 1 PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE PUMP UNION (2) LOCATE SUCH THAT -- - - 12" MIN. UNION CAN BE DISCONNECTED AND -- �� 12 CLEAN SAND, GRAVEL SEPTIC TANK NOTES DOSING AND TO PROVIDE A 150-GAL DOSE. c r. cSo o0 » EACH PUMP REMOVED WITHOUT TANK 6 (� � OR 3/4-1-1/2 STONE ALL UNITS SHALL COMPLY WITH THE RE UIREMENT BALL CHECK VAL VE- 500 GAL PRECAST �� v01��� Q S OF THE NEW YORK STATE ENTRY PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, 20 GPM -- DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED CONCRETE PUMP TANK PUMP AT 35 FT TDH, To 1-1/2" BY UTOPIA ENTERPRISES OR EQUIVALENT. DUPLEX (2) EFFLUENT PUMPS CRUSHED STONE 12" CLEAN SAND, GRAVEL- VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ,�^� u ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. OR 3/4-1-1/2" STONE A SO PTI T Cn! SECTION WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE, NTS SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. SEPTIC TANK PUMP STATION DETAIL NTS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID 4" MIN. TOPSOIL-�, 40' MlN, WIDTH OF TOP OF SYSTEM FILL TAPER AREA - MAXIMUM NATIVE SOILS--� LEVEL MUST BE TESTED BEFORE BACKFILLING. 68' MIN. LENGTH OF TOP OF SYSTEM FILL -- 4" TOPSOIL ON ENTIRE FILL AREA -FILTER FABRIC I SLOPE 1:3. 6, TYP. TRENCH SPACING — ,—, SYSTEM FILL MATERIAL ALL SEED AND ESTABLISH TURF MIRAFI 140N OR EQUAL F NE AROUND , OVER TOP O STONE ;:,..,,,.:.•.. ;::.:.,;..,. / / /\/\ \ \ 12 MIN. TAPERS ON SIDES 4 TO TOP =_ 12 MAX. COVER AT : :• 1 ...,. , . .. _ f..,. .•. & ENDS OF MOUND OF TAPER 6 TYP. PIPE __ __ ,:�:..a.•.�„ .,.,..,.. ... , _ .. . . . ``, / � / /\/ /\/\/ ( ---- � EDGE OF TRENCH I �` SPACING � I MAX .: „ _ SLOPE I .. ...:.,. 3.5 f 'SYSTEM._ „ •,.: .. :.. . .,�_'. SOILS SANDY ..NATIVE _...; ; PPROXIMA a MIN. TO ANY BOUNDARY ONDI oN -- S. W r S H.G. BEDROCK CLAY BOU NDARY CONDITION Th E _ ORBOUNDARY J ET AL PROPO �SED 24 WIDE ABSORPTION TRENCH ____. _ - I ON -_:E EN CTEST � O UN T Ea -_ED IN THE ---�_E PIT I --------�---, C RE 0 EACHN THts ( ) REQUIRED AT 6 LONG E I _ , PORTION OF LOT 1(ABSORPTION (SEE ABSORPTION TRENCH SECTION FtELD AREA)) - AND PROFILE FOR DETAILS) ABSORPTION FIELD SECTIONLOT 1 t4" STEP EA. TRENCH 3" PER GRADING PLAN NTS �TURN TOP FOOT OF CLAY LOAM NATIVE FIELD GRASS & 12 OF 3/4-1-1/2"--I PIPE-IN-STONE -SYSTEM FILL MATERIAL, PVC PERFORATED & BLEND W/SYSTEM FILL TOPSOIL TO BE REMOVED WASHED CRUSHED ABSORPTION 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 2o27sas7�o lnstr#2021-3000098 ABSORPTION FIELD SECTION T 1 r N 11/10/2021 03:40:27 PM 2" MIN. DROP INVERTS SCALE: 1"=4' 1 Pages S MAP 12 MIN. SUGGESTED: INSTALL POLYLOK � Pamela J.Vogel,Warren Co Clerk FILED COVER PL-122 FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH 12" MAX TANK ACCESS COVER � COVER PD TAX �+ � . �®7- . � . ° 4 MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED DISTRIBUTION BOX � SEED AND ESTABLISH TURF 4" PVC SDR-35 r 2 � PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. INLET -'�-- 4" PVC SDR-35 —FILTER FABRIC MIRAFf 140N P EQUIVALENT -- 6" MIN, LIQ ID LEVEL OUTLET / 2" MIN, �- MIN. SLOPE ° -- -"< - - 1/4" PER FOOT ° ° MIN SLOPE _ — 3 APPROVAL DRAWINGS FOR TOWN SIGNATURE AND FILING 11/4/2021 1/3 ,D BAFFLE 1/8 PER FOOTI -1 I_I !=1 —1!=1 I P6DP 4 H x18 W SLOT,---\ DEPTH 18 / DISTRIBUTION SOX NOTES TD _ — I 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 10/7/2021 / „ 12 MAX _LI 1-1 —I I H I,I _ --- - - --- - — (2) 4 ELBOWS OF OUTLET MIN, USE SPEED LEVELERS TO • PIPE JOINTS TO BE SEALED WITH » _ 1 ISSUED FOR SPR, PRELIMINARY & FINAL SUBDIVISION PHASE 1/15/2021 WATERTIGHT SLEEVE-• OR 6 ELBOW N, INVERT ASSURE ALL OUTLETS ARE AT ASPHALTIC MATERIAL OR EQUIVALENT. �y � - ------- - DT AND SEAL TYP _ - EXACTLY THE SAME ELEVATION + INVERT ELEVATIONS OF ALL OUTLET 6 MIN. 0 ISSUED FOR PRELIMINARY SUBDIVISION PHASE & AREA VARIANCE 11/16/202 ( ) / PIPES MUST BE EQUAL, USE SPEED --- o 4" PVC SDR-35 SOLID HEADER-1 0 � _ -^ Revisions PROPOSED 1250 GAL w _ Q LEVELERS. 2 MIN. o� SLOPE DUO��� N o. R e v o n s D a t E DUAL COMPARTMENT `� TO PERFORATED TRENCH PIPING, O o 00 ° ® D-Box TO BE INSTALLED IN --- ; c.) _ 1 8" PER FOOT MIN SLOPE PRECAST CONCRETE - o c� 60 75% OF 25 40� OF / CONFORMANCE WITH MANUFACTURERS �'' p IC TANK Q a TANK VOLUME TANK VOLUME - - , WASTEWATER T IL S6 0 E� SET SEPTIC TANK NOTES tNSTRUcrroNs, o �o �'I ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE 6„ 0000 0� 1 I prepared for: DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL BE OF PRECAST � � ;�0 4' PERFORATTED P'VCrLATERAL, I` MINIMUM 2X WIDTH OOv� �� SLOPE 1 16 - 1 32 PER FT. - a II Jennifer all CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL, — _ END CAP A . MAXIMUM 4X WIDTH , LLS a ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL 314 TO 1 1 2" Pickle Hill Road C i N A UNSUITABLE, USH D STONE l ° e BASE. WHERE EXISTING SOIL OND T10 S RE CRUSHED CRUSHED STONE �+�'"� ((�� /� � E Town of LleensbLlr , War°rerl County, N1 ° SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. ABd7l.lRPTI R PROFILE ''t3 FL'S � �° Drawn: LWD Checked: GTH Scale: NOTED Cate: 11/3/20 SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY NTS CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 169 Hovilond Road SEPTIC TANK DETAIL 21671® 1-D.3 NTS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT JOINTS BELOW THE Q 18ensbury, NY 12804 LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. Hutchins En IIl1e'I�nn P C (518) 745�-0307 Phone 2 1672- 't i-D3 g g 518 745-0308 Fax V/L lJ 1 Ld PLAT D-41 9 SHEETS = WARREN COUNTY LEXIE A. DELUREY AID. �s tSl3 REAL PROPERTY TAX SERVICES AGENCY Director County Municipal Center q t 1340 State Route 9 Lake George, New York 12845 KRISTEN MAC EWAN Tel. 518-761-6464 Deputy Director Fax 518-761-6559 CERTIFICATION OF COUNTY DIRECTOR OF REAL PROPERTY TAX SERVICES THAT FEE AUTHORIZED BY REAL PROPERTY TAX LAW SECTION 503 SUBD. 7, HAS BEEN PAID The Warren County Board of Supervisors enacted Resolution No. 477 on October 17, 2014 authorizing fees set forth in Real Property Tax Law Section 503 Subd. 7. I have reviewed the attached document and collected the fee as set forth below: [ ] No fee, document does not require a change to the tax map 3 [ ] No fee, property survey only, not a subdivision < o 0 One through three lot subdivision map Original $25 ] One through three lot subdivision map Alteration $25 d '� [ ] One through three lot subdivision map Abandonment $25 [ ] One through three lot Condominium $25 [ ] Four through nine lot subdivision map Original $50 i [ ] Four through nine lot subdivision map Alteration $50 [ ] Four through nine lot subdivision map Abandonment $50 D T > r � 4 m -D d [ ] Four through nine lot Condominium $50 o 0 N N [ ] Ten or more lot subdivision map Original $100 W o [ ] CD Ten or more lot subdivision map Alteration $100 N [ ] Ten or more lot subdivision map Abandonment $100 T [ ] Ten or more lot Condominium $100 Map reference is as follows: 2lDLD, ` I 9, I NAME OR TITLE rI Ak r—g e)ALL REVISION DATE I DATE__" 3 Z90 TOWN/CITY Goeer6a)K'( 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 sati this certificate. I Az I < Date Lexie A Delurey . Real Property Director or Designee MILLER DESIGNS DECEIVED 19 PROSPECT STREET / q p WARRENSBURG NEW YORK - / -`-- - -- JAN 19 ?021 [t 12885 TOWN OF QUEENSBURY CONSULTANTS ZONING OFFICE r-3 - _ l MILLER DESIGN M S - . - --- - I __-. ; Lij 7 . BALL-DAVI ES `- RESIDENCE PICKLE HILL RD NEW YO EENSBURY O K -- U R !I WARREN COUNTY ; _ . I N ems.._ L � 1� N jam' ! •i.i-t'?s• �` o T O N a V N a g PROJECT NO: Project No. MODELFILE: ball-0aves hotne.pin � f DRAWN BY: SHALE MILLER COPYRIGHT: I I � SHEET TITLE E , �I o w' lr Cover Sheet -- - yr p er I I .. - - - •,: — 1 SHEET 1 OF 48 ti - - I _ MILLER DESIGNS 66f 19 PROSPECT STREET 1 $' WARRENSBURG NEW YORK 12885 a p y I \ BEDROOM 4 CL a¢ wa] ] e CONSULTANTS z - a re• sez ]/e za +ezwa ..r`s-rne• — BEDROOM sa �;, - ----------------- e .BATH L i � •i. Sy�. 6 I (Y.tO Wta W� CKtO W+0 \ a¢ CL '•v >Pa d a` n d n n n m _°, REAR PORCH c¢ CL « v sA g w '>?, ••` t• soz a]/e snr rna saz n]/e snrn]s snz�a MASTERSULIE b MILLER DESIGNS VOID BEDROOM p J/`a .• DINING b: a q .¢ I a a` rMD a. s GAMEROOM n, VOID GREAT ROOM Syr ?„3{� ss�� BALL—DAVIES �wrt VOID VOID i l� nn_�nc-- ---' - ,¢ BONUSROOM sj HIS RESIDENCE CL¢ -k - _ r j WALK-IN PICKLE HILL RD IUTCHEN_, -� r� $ n QUEENSBURY NEW YORK BATH +-� WARREN COUNTY s VOID �'"z� a — MASiERBATH a UTILITY CL 4 -- O MUDROOM PANTRY m 4 STUDY m q VOID p, _ _.��- _.._ g1IIb�' S 6 0I --. GARAGE -- ----- -- O •� �"� wro ENTRY I PORCH PORCH e 2 Second Floor Plan ____-.-_ -____-_ i Q SCALE:3/16"= 1-01. t - _ o N i O i N N 6 V N U r U g PROJECT NO:Project No. MODEL FI LE: w ball-dares ro, pla O `m DRAWN BY: SHALE COPYRIGHT: N ESHEET TITLE o �,� First Floor Plan — - -- First Floor Plan w SCALE:3116"= V-0" 0 d 0 N SD2 N N SHEET 2 OF 48 U MILLER DESIGNS I /^ 19 PROSPECT STREET WARRENSBURG NEW YORK 12885 CONSULTANTS Pa ----------------------- ---------------------- s 4u0)_--_-_____ b I I 1 ♦31b 1 1 1 ' tiff ' , t w "`°�`" s� MILLER DESIGNS wl ut0 tut3 I s°�,.• CRAWLSPACE `.♦`♦ b b b b 4 i I PORCH SLAB i - - - (L fA I 1 IMD I CLOSET SPARE jE - 6' BEDROOM 1 1 I ---------------------- sl ♦ a ♦ ` / u I I BALL—DAVIES l.,a,=an RESIDENCE W Q CLOSETPICKLEHILL RD I QUEENSBUR NEV YORK � �" �i sraEiPosTs ; WARREN COUNTY ` e e i oos ELIMINATE ' WFTHSTEEL 1 I b I BEAM 1 BATHROOM ,c O ITFFLITES I ry g u / - o 0 - j ./ Q / , `♦ t6-4 51? -__--9.)SS-- 3 2 -_ ....- 9--_ —__—ti _--168' —_ ' N / I N ,.o / ♦ 1 N bb ryn 1 I 4 GARAGESLAB 0 N — � I N / ' U _ � t U N \ O 41 U \ g c PROJECT NO:Project No. MODEL FILE: Q ball davies hpu ph N DRAWN BY: SHALE MILLER ' COPYRIGHT: C E ♦� SHEET TITLE o FOUNDATION .l 0 Foundation SCALE.3/16"= 1'-0 -- -------- - — — SD3 v SHEET 4 OF 48 MILLER DESIGNS --= _1 =_ -_- _ =� _- PROSPECT STREET 12885 CONSULTANTS Id ------------------- ■ ■ ■ . : ■ ■ : : : ® ® : � C ® : ® i ® C in so on _�1II ICilli►llno Onme IM RESIDENCE •. �111111 i11111111111111111111��. �111111111111111111111111111111111 _ J� �� j��� }�I 11 ' ii i � • PICKLE -. • --- - -- - .- WARREN ____-____ __== =_______=_____________________ --_-_-_ -___---_ -_- ,----- -_ -_- _ -__-_ _--___-__-___-___---___ _______-__ _ ___- ► -_-_________ __ -__--_---_- _ ---------__---__---_- == -__-- _- -- �. - --____--_--___- -________________________ _---_----___--__- ________________________________________ -__-===_== ___-__-_--======-=--===- _____====___=__-_______=-=__=_-_=_ -____- __==_=_-=_=-=_===--===-_= - ===----==------===--_ _ __-__=___-=----=- _-_===_====_=_=_=_=_=_=_=_=_===_=_=_ _=_= �. ------ ------- �i �■ '� •'• NO: Project MODEL FILE7 m illi !DRAWN II �� SHEET 9 OF 48 i����� MILLER DESIGNS 19 PROSPECT STREET 12885 CONSULTANTS - '�� ■r11r11r1111111■111r11rIp1�_�_�` I i •---------- BALL-DAVIES RESIDENCE PICKLE HILL.D QUEENSBURY NEWYORK WARREN • == =__ -- -------------- - ---___-- _ - - - — --= _-- -___ _ _ ==_==--_--__- =____= ======_ _====_==_--= ==_- == -=_ __-____ _===----____= ___=_-=_ .�� 1►__--_======___=___=___==_ ___=== __ ------- �111111111�1111� 11111111111�0111 � so am F ? DRAWN BY: SHALE MILLER i ■� i■ilrillnrrilni;il�■■� _� ■ ■ ■■� �_�_�_�_��_�� L�., ■ Ilnrn l�llll/;llull._ �_ �_ �,ir►►��.�r4, r ...�trELEVATION SHEET 10 OF 48 MILLER DESIGNS _ - - 19 PROSPECT STREET WARRENSBURG NEW YORK f h - - 12885 CONSULTANTS I .ti MILLER DESIGNS 3D Schematic View MD C��V�� BALL & DAVIES BEFORE GARAGE JAN 19 2021 RENOVATION PICKLE HILL ROAD QUEENSBURY NEW YORK WARREN COUNTY TOMOPOUEENSBUIN ---------------------------------------------------- --- ZONING OFFICE 12 t0 .O — O N f O N N Yf D tC U t - U f0 V N ' t9 U L 2 PROJECT NO. Project No. y N Q i MODEL FILE: balldavles garage pin - DRAWN BY: SHALE MILLER COPYRIGHT: � I i d i u �. SHEET TITLE r Cover Sheet N AFTER S D 1 �j SHEET 1 OF 48