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SEP-000336-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000336-2017 Date Issued: Monday, September 10, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-000336-2017 has been completed. Tax Map Number: 290.-1-82.10 Location: 31 STONEHURST DR Owner: Joseph Paniello, Jr Applicant: Hutchins Engineering This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (.:W 4 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000336-2017 Tax Map No: 290.-l-82.10 Permission is hereby granted to: Stone Industries For property located at: 31 STONEHURST DR In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Joseph Paniello,Jr Septic Disposal-Residential $0.00 Owner Address: 31 Stonehurst DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Stone Industries 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 22,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the ex/p,.ration date.) Dated at the Town of ueensb - { / �hur2 017 SIGNED BY: (LL•,,,aaa __"fffrr/// 71C for the Town of Queensbury. Director of Building&Code Enforcement * SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only f(L., 742 Bay Road,Queensbury,NY 12804 J / P:518-761-8256 www.aueensbury.net Permit#: 1� 3 369'2,6 17 Tax Map ID#: Z90-4-8110 Permit Fee: $ "!f/ ; Invoice#: 36" Project Location: 31 Stonehurst Drive Septic Variance? Yes No Primary Owner(s) Joseph Panniello Mailing Address 31 Stonehurst Drive,Queensbury NY IZ804 — Phone & Email (978)808-0333 Installer/Builder Stone Industries Mailing Address 4305 Route 50,Saratoga Springs NY 12866 I `u. Phone & Email (518)584-1048/dean@stoneindustries.comTc)tAfN QUEENSBURY Engineer Hutchins Engineering COMMUNITY D Mailing Address 169 Haviland Road,Queensbury NY IZ804 Phone & Email (518)745-0307/thutchins@hutchinsengineering.com Contact Person for Building&Code Compliance: Hutchins Engineering or Stone Industriephone: 745-0307/584-1048 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes ©o Installed? (circle one) 1992-Present 4 110 440 PARCEL INFORMATION: Topography ✓ Flat Rolling _Steep Slope _%Slope Soil Nature Sand Loam _Clay _Other Groundwater At what depth? 18" Bedrock/Impervious material At what depth? >24" Domestic Water Supply —Municipal i/Well (if well,water supply from any septic system absorption is 110 ft.) Percolation Test Rate: 11-15 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRU "Existing Tank to Remain Tank size 11,000 gallons min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length 300 ft.; Each Trench 60 ft. Seepage Pit with#3 stone How many: Size: Alternative System Bed or other type: Holding Tank System I Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection agency; 2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: G. mas H tchins,P.E. ent DATE: 6/16/2017 SIGNATURE: Town of Queensbury Building&Code Enforcement Revised February 2017 . i . gg :f•��, g ,, ': S:" , , lis n. '.. A'..J,,� , , 11-11 rll N - ! cam' •.a .r� - .,. .3'^ ..fir' #fia>' r. ; q`t .. ,r;;°y",fie' ;\. ,. „r': `'"- �; t•,.�,°?�.,�.1 :P;>; J ;t,;' ,.�.:,.4'z �5',i.f,., _ �.�: ::g'.,s:;sB' °! a '`,..;;�s -'2 utI .1 _.z `�E::w`'.yY ,,:"t i .:t.(.�{,,,,• " t,. .. :'°'"` t`'>i�vt-$cst$gr, ,a� 'a ,trr <`vf;.C'ro'>• `..�>,e, ,. "A.a' - ?'z_ ;',..''.rrtv r ,3i'Q,$:': ,.t. �'.rr„£. tea,• .' "'t"} 11_1,",'':t.a :: \\4. �,x ,#,... I;, g ,t,;t 11;_f,:,,.,F .f4. }. i>s-•'i"Fi,SiP? "^�, :1 ,,.. i A,;lt�LlR i.• ,A•': `f+ ,. <s' t�`{...:v;. _ .",.'y3.d;c _. :%: F ;•' l• R 3 G'•'.,c''�'tw3: }} - :: 1 ,t r, , , '4.r. ,V,,'. .ti t' '''. �y� . s. -:u.. i m 4r,,. f, . �C:.r, .>a,v- ,�,'i�<"-T,:•: o-3 ,.'?yvF'`ti: a ggp 's ¢j8n$ e5 , ..,: ,a 1`. q „d.,:;t:',d.•�:,`' d:t°" N't;F} r'.:I :t _ _.,f'^.,,r ;a z4 "' �° "t Sr! ;J� .L"'a '°,` > -:;,d::. .>i• ,.1$,:;.. .4. e.S jfr :3'... .,�.,}. :(-�, i,':' J;.r,. .r ,s":, . ^."ib /Cl.. ✓ '".- ::c:,'.'. :Z<,`.::..,, ,'F, £e ,i-��sf%',>' E: "c.>f', ?;J,'r p ,I'll (r: %r"r ,,�v -,.3.- S' f,', ..: '. WASTEWATER F SYSTEM DESIGN 4 j _ . ,, i w �i, t.v '1`,, #,r . >Za, F .,1 -i. g� 4 f Y. >,£., ,°.mow. m.-�. '. a'y qty `>i'": �q y J. 1'x a,jv +''��1' ,� K I 3\` 5 -BED 0 ESI ENCS 4 ROMR D ::max. '"� ,. _' _ � f: �.. M� �. -t _ '. ,. x1� a:°. i Fa':':. %f a F w,' au , nra •KIP'- :F I e f EXIST. - ; ff ,'�'.,,..sf rV•Y tf•w..<.. -Ss 5,':'iy'.:'."'!.....;„x. „>� L '.�,•1.,. ':x<. .",Y�' e.�s^'��':' ,'';✓.p.,`:. �.�:.'.'"'�'r'.'�.��"�,.r`.-..., �Sf..- e..�.-;'!�`k .. -EXISTING UNDERGROUND.ELECTRICAL DESIGN FLOW 110 GPD/BEDROOM ,',� f, .;, ';,�� w. , I NEIGHBORING .� 3. SERVICE EXACT.LOCA1TON UNKNOWN. _ .��m_,"', .`' � ,u ..�: r.. :r , i F'. 4 '•''.,.<r 4T:.k.u- -§. e� j.;•:" .r.rN. .:S`'e:. F.Fi SYS EM DESIGN FLOW 440 GPD 4•t LL t T WE m, .,-», ., . L': :.e .`,.-^ , `. :r ^/a�<{ser `"--`,� €'° ".gr' -:,tis: C DIG _ , : ,,�r,'. .s wr=y:,,:. - .;< CoNTRACroR ro CONTACT i"a-f:;".'4%'=i^�....:��^`. '^e. , 41y..';M`� r,'r•.,�'w'.-':,>,°rY: <, 'G.' .x;.J• ".-`Y_:.ps.. , I SEPTIC TANK EXISTING 1,000 GALLON PRECAST CONCRETE TO „ ., ' OR P IOR TO EXIST. SAFELY NEW Y K R ; ' ;,.;> 'l:a ;' ^_'" ' v% If �'` ' r > :. << ° r: . NEIGHBORING I BE PUMPED, INSPECTED, & REUSED 1F SUITABLE. , .'." BEGINNING WORK. I _ t' 1: INS BAFFLES & REPLACE lF � §° WELL PECT NECESSARY. nae 1 g m �'au �' m m P E S i' „t rrF•. - t PU P STATION PROPOSED 500 GALLON R CA T CONCRETE t"% -t M PRP N ;� � 0 '; s " rr� =" r a" ,,a: .:..-.a' �`--�.,• ' teach•'•': :;?'', a ,� O � : ; 10' P.L. SEIW) m LEACH FIELD - RAISED PIPE-tN-STONE ; ,;« ,; #4flv? ' -..'� s.r ABSORPTION TRENCHES r;'04 ,;. � ' _ .. 1, r° :. t F pp , : • -r" I+ i," T r �, DESIGN PERCOLATION RATE 1 i 15 MIN IN �, < q" -' f i. .�. ., M ,, 0 0.s cP0 s °:< . APPLICAT) N RATE F x: '�~� �'� � 1 0 �' �r air..:. 5 .sw,< i ABSORPTION TRENCH AREA REQUIRED 550 SF .~"p'; ,+ ; ' .. �( j`s ;,� '' '. ,.!' ,#1., E D AREA ,�� ,. �r��' .1. �,;-.,t�� PROP, ABSORPTION FI L ,. �.��"... �,•`�'� � > � •' ' I \ ,EXISTING FAILED -WASTEWATER (NEIGH.) (5) PIPE-IN-STONE TRENCHES , 2' WIDE ABSORPTION TRENCH REQUIRED = 275 L.F. == . I t SITE LOCATION = I SYSTEM. TANK TO BE PUMPED 60 LF EACH, 300 LF TOTAL INSTALL 5 TRENCHES AT 60 LF = 300 LF i , & EN71RE SYSTEM ABANDONED. - I\� ,? >-0;L � POTABLE WATER SUPPLY IS ON-SITE WELL :'.,.,:: '.,,,,.,. _ ;,, .;, F, ,. :.,i, � `;: I1. I .ST. I F <v T , 0 �10� a ..,��',':; J "," I a e"�' I \ H O MAINTAIN 50 BETWEEN WELL & SEPTIC TANK NEIGHBORING I I 4 Q / , °� C� MAINTAIN 100 BETWEEN WELL & ABSORPTION AREA {< _� L - , /. , , , :• /� 3 WELLf \I \ ,0 8, M fl . 1 i , o' �, r:l I„ -I til "I �' rc I l \sFr �� ` til 1` i tl _, >. w.,., - R x..:' I B Fplfit n I �a \ (/��®k -t 98.2 �'� t' II "I .(°i \: ~ '� � J I H I I•t t I - - . �._, Ii FIV` ,ter . I I �„ � , ,a.® Fhfi ` III t11 I" �-rz ;, . N,,; ,Oo , 1eI 11 1 IT sOTL C�ATA ,�--, � P4 �; /. :0... i I� r 2i I. 11 / F'1 TEST IT �r tti A k°� i P x„ t. -'`4°. E_ / tI t is t :' W ///// / t / I ►: .. n 11 E-, .. [ ,_ TP 1 6 2 17 BY HUTCHINS ENGINEERING .:..,.::�r..,..:.: ,!%.., ,..•:. , :.<,,: . , _.,,. _ ,. ,�•. .,%..., .. _. . .. : ..... .:::::. "'':,..,�...::=:n-r"'r-`;,. 3``.-;:r .',`;':'.<::',::'> =.-a : j I 1 0 / : / / . ,,. `" 1:1 . . \ I , 11 �fl t ftl 1..1 __ / / - _ --; . . / . / PROP. �c 1 - OPSOIL FOREST ,s<- f�� i• ,: ,, ,; I I I / / ! 20 DW LL/NG -b� 'Li. ill flt # t'1 0-12 SILTY T / FRE DUFF t1. ,. /r ' / / / FORCEMAIN t`I I ! #i „ `� '.' . 1 ,,:;, 1. r 11 - -' 12-24 VERY FINE SILTY.BROWN SAND / / SETB CK w �, 1 { +.i L1 1 .,:.. . / 4 MIN. COVER TP '1 t;I #.) 15 MIN. TAPER t`"r"' l / / � 10' 0WELLING ® � o ,� 11 g7 1 i ' �� / v lI I} (TYP. ALL SIDES) 1 � I�/� - - tii I1 it 1 c . \ :, C� / / / BA K q cn I d I`I � ROOTS TO 18 %:. ..::':': �=1 �� / \ F; t- ,. y ;;- C / I CQ Z I / /�` I I 100' � \,, 1 GROUND WA TER SEEPING ® 24 _ �. ' i / ' . __ WELL j . ; �;- -- 1. / t " ` _ =-- �c, .� SE TOP ; y .% T / B OF DESIGN TO BOUNDARY CONDITION ® 18 ;CJ / AC fTL:L a _ / K J {A� F' > , �: .;CJ ',eat: f -_ 1 / i. // = = /:.. :. ,': 900 WELL I �.: t I ": \ TOE ;�,. ;�': OF Fj PERCOLATION DATA ` Y, I, 1. /� - 1 ) 6 Ems. �7: ` ; LL ,- rJ `7 . SETBACK ' �: / - --t . .`° .a � . .... .. _ ;:',, .> _: . ,.,. '. NATIVE SOILS. 1] 15.MINUTES PER INCH " : ' �-' , f. ..• ::`�" NEIGH. I :. :' ,...,,, �.. Y ( ) / 13 l u -1 ECK - :y _ OP. 5001. - . PR "Gra ,.:. SYSTEM FILL. 3 5 MINUTES PER INCH ).. .. ,: .:' :,`...;.:,"' ':::i`:',l ,;` rte. GALLON PUMP ::.;;_ ; ., - 1..`_ I,:',04.'. I PROP. CLEARING - SITE LOCATION : Ir . = STATION :::::.:::::::,::2.:222.... ..:........:.::::: 22...22::. , ._ -"- .; ''..:,::,:;:W.-I...........22 : :. ;: :;.:,.,;:;:;;. --r INEIGHBORHOOD . I.............''..,; I , I ..::::.....� ::>%......,:: >::;:» ,_-.::::: .-1- YSTFM INS T . 50' WELL . S S ALLATION NOTES _� - ---� 0 STRUCTION SH L %2222 i;' °2;222°'::;:;::>';;`;';22.;2;2 C N A ' `' SETBACK L BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y S. DEPARTMENT . :.. i WASTEWATER SYSTEM FILL MATERIAL NOTES 3 OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF.'THERMOPLASTIC PIPE AND 1 j " AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH -REQUIRED .GRADES OVER THE ENTIRE AREA OF PROPOSED .CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS - I 1 EXIST, 1,000 GALLON V��wry \ \ ; WASTEWATER FIELD AND TAPER AREA. / AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL SEPTIC TANK. PUMP, / t•, <<1 BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SEC77ONS OF TRENCH. INSPECT, & REUSE ?J'� , WASTEWATER SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE A MINIMUM OF 2-FEET BETWEEN SEASONAL HIGH GROUNDWATER AND . I ) SUITABLE INSPECT , BOTTOM OF ABSORPTION TRENCHES• ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE WASTEWATER FIELD AREA AND PLACEMENT OF AGGREGATE SHALL BE AS S I11 l BAFFLES & REPLACE l \ SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF I \ TAPER AREAS. FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. I I IF NECESSARY. I '�' L "WASTEWATER SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED CLEAN, BANK RUN SAND, FREE- OF TOPSOIL, ORGANIC MATTER 0� THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT I r,:. DEBRIS AND CONTAINING NO STONES LARGER THAN 3-INCHES, WI(H NO MORE THAN 15% PASSING A , 100 SIEVE AND NO MORE THAN 5% SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. - GENERAL NOT : ' EXIST. - L PASSING A X200 SIEVE. - ALL .DISPOSAL FIELDS SHALL BE GRADED. :TO_SHED:RAINFALL .AND DIVERT.SURFACE RUNOFF AWAY FROM THE �� � ® ® 10' P.L. SETSACK (W/W) PUMP AND FORCEMAIN SHOWN. IF GRADES F.-,_,.a:,, - '_..._ WELLf I - �fi ,M ��_: _ ®_., - x:>,::_. , . , .: .: - DISPOSAL FIELD. 11 -.- , 1 : : ALLOW :'.GRAVITY DISTRIBUTION -CONTRACTOR _ m .. _ ,•=_W_ �_ -- Y - •' SYSTEM FILL TO BE LOAMY SAND FILL WITH IN-PLACE STABILIZED PERCOLATION.RATE OF 3'S,..MINUTES,PER INCH AND NO STONES LARGER MAY PROPOSE GRAVITY INSTALLATION. REVIEW " I -I THAN 3-INCHES. FILL TO BE STABILIZED IN 6" LIFTS TO. REQUIRED GRADES PRIOR ,TO "CONSTRUCTING ABSORPTION TRENCHES. FILL DO NOT USE HEAVY EQUIPMENT WfTHIN THE ABSORPTION AREA AFTER TRENCHES HAVE:BEEN INSTALLED. WITH ENGINEER PRIOR TO INSTALLATION. I �y - - - , .® - WASTEWATER i MATERIAL INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 3' HORIZONTALLY FROM THE EDGE OF THE TRENCHES. TAPER THE FILL AREA1. ` I EXIST. I THIS SYSTEM IS DESIGNED FOR WATER .CONSERVING FIXTURES .AND IS NOT DESIGNED' TO =ACCOMMODATE PER PLAN. EXTREME. WATER USE OR EXTREME ORGANIC LOADING.,DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE I NEIGHBORING SCALE: 1"=30' - . WELLf t4 GRINDERS. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF WASTEWATER SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. ;, � � �-°�� -PERCOLATION TEST MUST BE PERFORMED PRIOR T0. INSTALLATION OF ABSORPTION TRENCHES TO VERIFY THAT FILL 'MATERIAL MEETS THE ROOF, FOOTING, GARAGE, 'CELLAR ;AND SURFACE ;WATER DRAINAGE .MUST. BE EXCLUDED. FROM THE i. 15 0 7.5 15 30 60 1 DESIGN CRITERIA. WASTEWATER SYSTEM. - ( IN FEET ) SYSTEM MATERIAL SRECIFTCATIONS ---CONTRACTOR TO . FIELD. VERIFY -ABSORPTION FIELD AGGREGATE <<` LOCATIONS, DISTANCES, & SETBACKS ; STONE IS TO BE 3/4" TO 1-_1/2"- WASHED CRUSHED, STONE I.. t EFFLUENT SEWER PIPE - - PIPING TO BE 4" SDR-35 OR SCH-40 PVC.-INSTALL WITH 118" PER FOOT MINIMUM `SLOPE. . EXACT LOCATION OF UNDERGROUND ELECTRICAL, SERVICE . OR POOL "T' "�' �`° �° FILTER FABRIC UTILITIES UNKNOWN. CONTRACTOR TO FILTER FABRIC TO 8E 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, _7ENCATE MIRAF1,140N OR EQUIVALENT . FIELD VERIFY_PRIOR TO EXCAVATION. L I FORCEMAIN1. . - PIPING TO BE 1-1/2" SDR-9 HDPE. 1. - PROPERTY LINE WELD N4USE WASTEWATER SYSTEM FILL MATERL4L - . � I SEPTIC TANK/PUMP STATION 1.0' 50' 10' AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." I - - ABSORPTION FIELD 10' 100' 20' TOPSOIL .. . I. . , } PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA "'SEED, .MULCH, AND,ESTABLISH TURF. I 17- , �. ® 58542®30"E 300.00. . _. .1 � I ®.� I­ � I -.1 - 1 . I I ❑ r ,� 1 . . I . 0 r „� SEPTI PLOT P AN N 11 0 _- .� I HAVE SEEN ,OR OBSERVED,ALL OBJECTS �, '.� m W . 8. - S► ,I` AS HOU).S, WELLS,TREES; FENC S, ETCH. - I m - _ S7®za 4o" C,�Oti ON T�"'.DOCUMENT.I HAVE Pj Rf HALL`� `� , 0 0 o 1 ED � E e�o5�0; a = a I MLQS'�oGp 7ur 'I TA SET FORTH©Pt TF,S D`�G""" oo M - � � . I :t:! . „� I � � �a� ' , a `• - - JUN19 2017 ' _ ..: _ � I p_ . ' ® ` Date: 0 -`� '� 1 SIS N',' <RE _,_.-.._�)�,�E TOV�i�I X11 W ENSBr iq U I I 1.x',, .1 COtU!141tJril g �, .-�,�L L.,,: l 0s ITY i7E�JEI zJPl1 t� I I , k JA VN y� T 2 . ®l Z. 0 ch U7 I _ . AXM # 0 II 0 0n 504®55°20"� _ I ` - 48.57' �� �� ,� ALTERATION OF THIS DOCUMENT EXCEPT.BY A LICENSED PROFESSIONAL N O I I L_ - m - - ® ® , - ® $ ENGINEER IS A.VIOLATION OF NYS .EDUCATION.LAW. - N 00 C I ® ® ® � TOWN OF QUEENSBiJRY r •� O -0 m --�•- 505®57'20"w BUILDING DEPARTMENT � a � N : x8s'37 30 1188.38T. ® ., - Based 0n our limifsd examination,compliance CD N si,i0' with our comments shat)no#be construed as m m� tw a lY 5 �' m indicating the pians and s ecifications are in full compliance with the Building Codes of �' � 1` New York State. �,P PFS JT P L . - SCALE: -1"=100' I - . I 0 ISSUED FOR PERMIT 6/16/17 . .. . ° . 1. . T No. Revisions - Date WASTEWATER IS VISTEM PLAN . MAR REFERENCE: • 1. BASE MAP INFORMATION 'FROM "MAP OF A prepared for: - . - - SURVEY OF.LOT 59 - STONEHURST," SITUATED Ig N IN THE TOWN OF QUEENSBURY, COUNTY OF J®��P P��nl���� - WARREN, STATE OF NEW YORK. DATED APRIL 31 StonehurSt Drive ®ca11 before You dig Town of QueerlSbury,' Warred County, NY - aara6t The Required Time 22, 2004. PREPARED BY D.L. DICKINSON . ASSOCIATES. ® ®Confirrrr 1dt11it�/Resp®nse 2. LOCATION INFORMATION FROM SARATOGA 3 - Drawn: JR5 I Checked: GTH ( ,Scale: NOTED ( Date: 5/25/2097 R Respect The marks COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD - - - . Ej���with care r_ MEASUREMENTS.' CONTRACTOR TO FIELD VERIFY 169 Haviland Road www.digsafel veewryork 6 ALL SETBACKS PRIOR TO BEGINNING ® v w INSTALLATION. 291140-.01 - 1 . .`'Queensbury, NY . 12804 llt��llCi� �1 �t��IaYltl (518). 745-0307 Phone -(518) 745--0308. Fax . . . I . I . I � . I . . � . � � . � � I : - . . . . . - � 11 � . � . . . - . � I * - . - . � I I— 1, ­­ -1 � . . I - 11 - 1 . � � I I � � . � I . I I � � I I . . ­ - � -iiIIIIiIiiiiiiiiiIii-� . - I .' .1, - -1'iI1l1IIR�i1­..­­­- 'I-- - j . I . - - - i . - , - - " 1, - : - - _ _ - I � I . . � �, I � . . . : I I , � � 1; . � I I . I . : I . 1 4 � . 11 I � � I . I . I . I I . � I . . I . I . I I . . . I . I I � . . . � I � I � . 1 . . � I . � I . . � . � . ­ � � . - � � . .. I . . I - . . � . . . � � I I I ; - - I . . - I I I , I I � � � . .' , I I . I . - ,' . 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; : 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION SEED & ESTABLISH TURF OVERFILL TO ALLOW FIELD; SEED AND ESTABLISH TURF BACKFILL FREE OF FOR SETTLEMENT : FILTER FABRIC MIRAFI STONES OVER 3" I 14ON OR EQUIVALENT =1I1=lI1-1 =__ —