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SEP-0753-2022 SEPTIC DISPOSAL PERMIT I Office Use Only APPLICATION Permit#: 2022_—' Town of Queensbury $ Permit Fee: Invoice#: r-Dlp2 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Septic Variance? Y N Flood Zone? Y Wetlands? Y Reviewed By: I V` S Project Location: 169 Haviland Road 116) yiEfl Tax Map#: 289.20-1-5 DEC 29 2022Lijj RESIDENCE INFORMATION: _ TOWN OF QUEEN�BURY Year Built Gallons #of bedrooms: X gallons per =total daily flow BUILDING g( (ODES per day bedroom Garbage Grin•er No 1980 or older 150 Installed? (choose one) ❑ x❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 Installed? (choose one) El x❑ 375 GPD see plans for office design basis PARCEL INFORMATION: Topography ❑■ Flat Rolling ❑ Steep Slope % Slope Soil Nature ❑ Sand ❑■ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? > 60" Bedrock/Impervious material At what depth? > 60" Domestic Water Supply ❑■ Municipal ❑ Well ['Lake (if well or lake, water supply from any septic system absorption is .ft.) Percolation Test Rate: 3:00 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1,250 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub ".'`New 1,250 septic tank& new 500 gallon pump station** System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone, How many: ; Size: Alternative System Bed or other type: 20' 30' absorption bed Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Names):.,Bay West Associates,LLC(contacts:Tom Hutchins&Matt Steves) Mailing Address, C/S/Z;.169 Haviland Road Cell Phone:.518-260-7499 Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.com • Primary Owner(s):. Na me(s): Bay West Associates, LLC. Mailing Address, C/S/Z: 169 Haviland Road Cell Phone: • Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.com D Check if all work will,be performed by property owner only • Contractor: Contact Name(s): Sanitary Sewer Services Contractor Trade: Septic Installation f Mailing Address, C/S/Z: 144 Luzeme Road Queensbury,NY 12804 Cell Phone: (518)796-3760 _ Land Line: Email: 9drellos@gmail.com **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Hutchins Engineering PLLC Mailing Address, C/S/Z: 169 Haviland Road Queensbury,NY 12804 Cell Phone: 518-260-7499 Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.com Contact Person for Compliance in regards to this project: Tom Hutchins, P.E. Cell Phone: 518-260-7499 Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.com 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: Christy Z. Hutchins it SIGNATURE: C(/ 9 �UiI�U(.c- DATE: 12/28/22 Septic Application Revised July 2022 ulk ,,e TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist •QS Plan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) All wells on property and adjacent properties shown rA Th k 03 , Water line shown Municipal or well 10'separation to any part of system _Setback to property lines show 10'or more for any part of system q-Ki Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline /✓�''+Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) (X' Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each cseech Field 20'from foundation 100'from any well 10'from water line A) Seepage pit 150'from well 50'from septic tank N / Seepage Pits 3-times diameter apart /TA Septic tank and pump stations over 30 gallons 50'from watercourse or wetland 1Pe74distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George OLeech field 100'from watercourse or wetland 7,,,i_ Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation 9r----C Provide Engineer/Architect stamp for bed or design systems Department of Health Approval for all mobile home park new systems Flood Plain requirements 4 '� 2' above established flood elevation to bottom of system Ng-i, All tanks anchored or 2' above flood elevation Af- /_ - --.-.<:�'s�end+:�r \/0r%g s >s a 5-A-s,\/l .45- re ,.�.•' m-.. ,, . a i= </,:T:c�/�.:^ = ^�% .c .;i, r e �,.� . •-' y ass: re- car+.t•'z ?✓ K d';°<� ;a-e•.4.... ar.s ��ovPj:°'�e�4�.............so-�:Da°+oiE�kPad`Oa�u y4y+�d'i B'p�,e�4as`e'o.�e e�oei°d•: a a�' •;+`c43'+°a°b•:e<''+��,4�Se'e �N �O �0+°�'�' %��'7T ``'s , �e'o•s'r�s>°+oo •oo°•`o'o••''t+°+`o'•a;1 `Q�\e edr +°dd°ei@`+aeeo�'•\ d' AlP f S^ ..sod 6 \14:: +a A.4 i '. ,a ,,,,,ed .i..0. ea!V. i44.>'°.•OPid�d4...r46�> !I I,P d 4 d S ,g 4eP+; cdd <aa dd s S. A�4: p q 1{ � %J '.d '/ e�t��, r� Y / ti Y / ♦ h i{' P'4 V. 04 `4 �ii:'g i� I+e400°i t d d! '�dcs61S``d ru41d SSdt � H� d u� 4 er �> � f� A s' G �ij �k�,:'. ,h 3r� '17, �-,�� s d� ! \4."4- _Ilt,4fp '''- .It '$ ' \ At +' t�7 s S c ,,H ,x q-1 'P. +F'n s'4., t.:,4. I '$. C T.L"�y,++,�q is S % Bpi 2 /;'-a. �� :4 P,e iI,�'A e -x •7M , '.;a1N,4'fLy{� 01, 7 1.,:: s°,yTZ. Ji relit 7 r,-1.r'i i3.=�3ci $Xi+,tts.t 0'y2.dr ..(.1 ,1,10 -�«1,'. ylt{t . EJ�. �a .�\�t �.,}ItY3t,. aIT, :6{ S.a.Ua .� 11F1, rfT3i11,.1G.>aC1x1�a+:. 1y,Ha ,Hilt, .Jt.:1Y. 1(u13t:.++111 ..siC utr, a y - 'It tl'inc94 23967 • .p igscA Insp. Date: 7/20/2023 ;? ,;+ ' > y*% Appl#: W23133 •�i9;�. ELECTRICAL CERTIFICATE 1. ▪Jigs;,' �` 4 COMMONWEALTH ELECTRICAL. ..: si 6 oeor i i 01' INSPECTION SERVICE, INC. 4 '; \ .id9 176 DOE RUN ROAD, MANHEIM, PA 17545 4 � i q TELEPHONE: (717) 664-2347 -- • �� ti�,Le New York Office: (585) 624-2380 a 4< �;� Premises of: THOMAS HUTCHIN as ,.• '�b �-. Address: 169 HAVILAND ROAD,QUEENSBURY NY • � C ; ._- County of WARREN Permit#: l? �!' {99 'S,t jt` Installed by: BAY WEST ASSOCIATION `rG ! ems; TACLE " " ��'' u_ Apparatus: 2-RECEPTACLES,20 AMP SUB aT .Irk 4f '~" Inspected by: DANA WINCHELL =,- .I !'�`++• � .i t a el! 4.>r; The conditions following governed issuance of this certificate,and any certificate previously 4 • , t'a s , issued is cancelled.Failure to have the property reinspected when additional equipment or wiring is (T. �°;;e\) 7.-t4t3"--- added;or within one year from the date of the certificate shall void the certificate in its entirely and the j/ i 'v." ,� company shall not be liable for any damages whatsoever; —..\ • �. I;+i,,.' . This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the a r`i?' " C=- company shall not be liable for any damages resulting from any defect or fault in the plans or specifics- a r "f. , lions,including repair,reconstruction,personal injury or for the death of any person;and .. 7 1%�'�' +'4 S This certificate only covers visual in;;pection of wiring and does not cover manufacture or use - —-s:��°ir clf°v yam^ of wiring, g:! •,,t°+ Inspectors of this Company shall have the privilege of makinginspections at anytime,and if 1�.� P P Y P g • P 1�ai its rules are violated,the Company shall have the right to revoke the certificate. \;i}a�� ' All corrections must be requested within 60 days. :::::".711.41 t't Al g i' T'- a gild ifs 4; _'37 tyT �; u:`fi tl', x : 1 '.'; • { -':�i A.,J�, r--.4p�,. Ts'4. . '•vr 7ti' 1I spa yl l r3 ll,]I i1i',,a) .v:'i.0 •is 1 lo 7 iJ ! }r 1+ S,Ai r +% a, fie, i& ", 4 a'. ,•.1 1� ; �9, Y ,,fro d - a t,„ ixr• .,,v °�,r`,,� �~ `1� . . s,,: r i r •:e:+ 4dei�'/k�'�C}sbY> d '�k94P �t[F. t ,� `Y7�` t - c q� s's yf# i tr� Y� �.,J� ..y�. ,�d....i('f'"��e\ t� d 4 •' ',,WO r !�� v j i. 41 +y 1,';' 'r '' .r' �r ,+t t... s� :A ..._ 1\ !`e dq 418� �d4C48 �iJi�i4s ,�editipdd� � r �_� 4�1�,4.d4 .:Ip'. �y�, t!'� � � 7'i�r�.�yt 3�/�.s�� F"k`S�✓'+1.�%� �x'�•, •d d'�`. p r 1 . 7,v44 i �}�:.+`oS°°+11� �tsiokt;..oxit:•..Zz:e;�°;+.A.4.,':.:e.04s-e .°.•..t.:::r:.,,;:sf,.. ' s,%.,4\.• ....: A.a° :•' x ,�9 r sso dddi 4A•: -'' e ,c: •:o;•. •�, i, v x �e .'S ... , , g 4 �.. S:.�ti o s r.a a'A itd !p°dl __ y�r t.+.�t��:see ;tip lre �$�o� c..�.,.�.«� ,hers zw..sr- '4js •C�r` •' ��'O�•°i e^.-. y .t':.J•c: - S, ,•:l•:o.•..ata9,se.ee....e...,ds�/ s'••�/� �", /�s - `'.�i _1,- 9,,s'` ewe" , ^ r'/�.r 8 �.,__. .Srr vt�•`'o`y^dew a e.�..ae�"�.'-r-I_^_4_:•vse . a __ 4" TOPSOIL COVER ABOVE 4" PVC PERFORATED LATERAL . C. TOP OF STONE BED; INSTALLED LEVEL, IN BED (.I L. I SEED & ESTABLISH TURF CONFIGURATION WITH MANIFOLDED ENDS , 2.5' TO EDG ...1*..(.. \ w ,11Iw 5 PIPE SPACING OF BED - FILTER FABRIC M/RAFI 140N OR EQUAL PROPOSED CLEANOUT p PROPOSED 20X30 PIPE -IN -STONE NTS N SITE LOC47 LOCATION MAP 4 . cPg E ,.::..._ ABSORPTION BED v . '. .:� Nam. ✓r _ 2D' SYSTEM INSTALLATI :.... . ' s 1 ON NOTES SYSTEM INSTALLATION NOTES ` s ......... _....• < 1 ,,, ,,-., ;7 __.. ,. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ,J.., ":.:....... _ ----7 .__. _ ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL OU ......... / H BEHOLD _> CONS UC 0 S i_ I ��... ,, _ TR 71 N HALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE - � -r -✓ r-✓ .,_✓ ,5_✓ s.-✓ <._ , _ ,<.NCE WITH THE N. Y.S. t , , w, , ", SYSTEMS A 1 INSTALLATION THERMOPLASTIC CORRUGATED TUBING 1 EP AN HFIELDS. N a v ., , „ 5 . 5 7EMS AND STM F48 STA N OF THERMOPLA PIPE AND RUGATED TU N S TIC TANK LEACH 1 . '-<" � , . . , ;V _,�. ,> _ �, i-._, , ... :- ;-,,,< ,-, , >., J � . - � �--5 ; , -;,I'llM. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F48 INSTALLATION OF ..., ..........:. ..:... I ... .......... .. . ... I ... \ �. : ,-b `z . f ,. F ; r` ,: , ,• d „ ! ,. 9 ,: ,. ,. .! F r. ., ,, ,. \ € ,. „M .,,,:. AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED THE WALLS AND FLOOR OF EACH TRENC THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC T ,. _,. ,...: � . � za.> I H SH 8 LEANED A D RAKED FIE . .'.:.. v AA In _. ! 2.5 = TO LOOSEN SMEARED SECTIONS OF TRENCH. .... ,......... ... _ - ......... ......._._..... .........._. '.. j .. a . , fir' ✓ _✓ " .✓ x ✓ <. x ✓ ✓ :' s:Yr ; ✓ x ✓ , ......... _..... .. .'. ,.... � .: AFTER EXCAVATION OF 20 WIDE X 30 LONG ,. ... ...... _ ......:. .... _.._........ � ,:< , � „ ... ;> ,.- ,:: :,- . <-. ,-. - G ABSORPTION BED TO THE DEPTH RE REQUIRED, _.... _......... _ . .. t,. 4 >_, ,,, ,.., .>. ..,. ...„, >...>6.', .>,..,,. ., ,.--,. a<:.:.. Q ED, THE WALLS . '.. N �.;)T . „ >: ; >, :I PLACEMENT OF AGGREGATE SHALL BE AS S ... I. ... . ... -.4 „ --, SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE _.< - --,., AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO 'LO ...... .... ....:.:...::. ... .:': , / ,,-,, ._.9 f ..,t ;; MATERIAL IN THE ABSORPTION TRENCHES. SMEARED AREAS OF SOIL. w: LOOSEN EAR ��v C, �t .. .. ".4 4*.. ... �i 1.1 n, 0 .... .... .: '::: .:.': „ .r. \. ,.. K.., ..,,. I. 1 .., ... .. ... ... ... ,,,. ,v .�.. ..�: THE PIPING SHAL "' " . ' � 1 , , , ✓ , , ,, „ ,, ,, ,, . , , , 5.✓ ,.,, .✓ _✓ , . _✓ _✓ �.✓ �_✓ L BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS HUMPS SEPARATED ..... ........ / s:x < ., ,.. JOINTS, OR PLACEMENT OF CRUSHED STONE PERFORATED PIPE AND 9 q ._ x ,... ; 9 9 ,9 > j. 9 ,. ,, ., FABRIC SHALL BE AS SHOWN, AND ATE J01 FILTER .. . .... ., „ ,..„:.,- „...,.,.„., OTHER UNSUITAB / ,(�-i: ,;�.�',,;-,-Ah.,,-- .;�>,.-.�.>:-..1..>,, .,,. LE CONDITIONS. ......... ........ ... ..... ..,:... ..:, y I " ' ✓ CARE SHALL BE EXERCISED ...,. , N 1 �.;;' ` " ._.- TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN 9 d d% 9 A , _%/ 1 . , X �::., ✓ ,5,.✓ , . ,., ., ✓ , .✓ ✓ y 1 , y -, ,t: THE STONE AND PIPE. . •-\ _�) I Et ,, ,„.., s.. ,:� <f z ;;. r r ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL N W A L AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD: .. .. ............_. SIG s .- <. .. ,,.„ ,. < nr] ) / ,�, , , , , „ ,. „ -, -, ; „ D0 NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. THE PIPE SHOULD BE LAID AT THE GRADES INDICATE 4? i " i< > D, MAINTAINING STRAIGHT CONTINUOUS GRADES _. ., 9 r .. K'::: rn:.""... I.% 4 .... I I .... 1.1-ff.. :: - *:�:::::::: .. . -,.,.1',-.,%,.�*1-`t L / , WITH , r , , , ,- : , , OUT SAGS HUMPS SEPARATED JOINTS OR OTHER U ✓ ✓ ✓ ✓ C \ ✓ ✓ ✓ •; ✓ ,(✓ , , ✓ ✓ ✓ 5 ✓ ✓ ✓ THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND R UNSUITABLE TABLE CONDITIONS. PIPE SHALL , K, .K,,. .,,., DESIGNED 0 ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC f F •,.. F- ,,, . ,,.,. - ,„_F..,., „-. LAID WITH HOLES DOWN IN ALL CASES. IS NOT T "' "' > y t , ,x:.� , ,.`. � ; J 1 > ; ;, _1W,,e`,.., LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. r. 1. .... ................ ... • . ✓ / ✓ / ✓ ✓ > J J / � t 1 ✓ c✓ ✓ . ; h \ ..:�� ... 9' 9 d 9 s' - f 9� 9 -< --� k , T ROOF, FOOTING, GARAGE CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM WASTEWATER 1 f y r 9 9 E F M THE SYSTEM. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY �, F ... ® / 3p y r 9 9 FROME DISPOSAL FIELD. r a� r,. <"I TH ® ., 1 r r F..,,.:F' SYSTEM MATERIAL SPECIFICATIONS -'✓ ✓ ✓ ✓ ✓ X'✓ ✓' - DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS C t r BEEN INSTALLED. .. f - �� -✓. 9 -: 9> d' j b _ .r e" j, b F 9!; t ,. S ..I ABSORPTION FIELD AGGREGATE REGATE » 9 , .• a a ...� _ "::_ �- .>:.:, - .„ .„-ll, �,. - �, ,.. STONE IS To BE 3 ,.. „„ „„ „,; f ,. /4 TO 1 1/2 WASHED CRUSHED STONE. �� UTI ,.. ✓ ✓ , 11�, ..., ...n; ...1. a•; , .- THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS .. .. : — EFFLUENT FILTER w ;,.- „ +„ w, ✓ EFFLUENT FILTER TO HAVE 1 16 INCH FILTRATION POLYLOK PL-122 OR EQUIVALENT / , _ .. �--- 1 > .:. ,•-RES, SUCH AS JACUZZI-TYPE SPA . 4 PERFORATED PVC ✓ ✓ ✓ ✓ _✓ ✓ ,✓ ,•- .... ' . .. ... . LATERALS INSTALLED :.. .. . .. -, r „., ,.I TUBS OR I WATERY TREATMENT EQUIPMENT. NSTALLUAE F , � � . IXTU FORCEMAIN Q T/ON OF NON —CONSERVING ..I...... ................ ....... .. ... . ., .., — — G WATER FIXTURES ... ....... 4.. I NEAR LEVEL IN BED i .y t , , , t < PIPING TO BE 1 1 2 SDR 11 HOPE, PROVIDE POSITIVE DRAINBACK TO PUMP STATION .. ,,. r r / USE FIXTURES /S CONTRARY TH .1. .. .. � � .. - > E APPROVAL OF IS WA .....: .. NFIGURATION ,,, ,,_, . ... .I....... ' �k �- . y ;..I TREATMENT SYSTEM. OR EXTREME WATER U C .... 41.1 .... .... H WAS TEWATER TER .... .. -.... � CO FILTER FABRIC _ �;::,..4.....''�1,41'.....4-I.I..4.�.I..".",.4� ... ... I... .... %1.11.1.11 '_' . x .. " " N. _ 4.8 0 Y NON -WOVE EPARATION FABRI , TENCATE MI 114ON OR EQUIVALENT .. . . ... *.., ... ** * ....... * * .... ..... 1 . ._.........:4..1 ............... _-.1-4.1 ....... ........ . _ / ...... ......., .. .. .: � _.. _ „. FILTER FABRIC TO BE Z S ✓ : , :\., .... _ R ',.'� �.._ . .:': ..'. I .._. I ................ 4 ..... - "" CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM TH N S C RAF HOUSE SEWER PIPE - � ,., q. � .. � � ROOF, FOOTING, GARAGE LAR SU E .. ..... .. ... ..... .. .... .. .. ... "..... : :.'.'.'..... ✓' .�'J > �. !F J J .J. ,• �. ,� >•. .•`.�F�' » � ... „ ....... .. . ...... ... I I I � , ",: , , , ✓ - WASTEWATER Q - ....'' ...... .... ... ........... ...''. ......... 1 ........... � ... 11- .... ... I ............ � ...... ''......- ..... II ...:..'..... . , ... LIMIT OF 20 x30 _, PIPING TO BE 4 SDR 35 OR SCHEDULE 40 PVC. INSTALL WITH 1 4 PER FOOT MINIMUM SLOPE. / ATE SYSTEM. .'.' .. .... � . ..1-1 .......... ..... .::.. .':: ... 4414.1- STONE BED ✓ f:: ✓ ✓, ✓ ✓I NEB SHALLOW TRENCH FILL MATERIAL .... ... -.... ........... .......... ... .. .. .. ..'.':.'.'. .. . ' ....... .... : s,,F ,, e:_' ., ✓ „ i .. ✓ MATERIAL TO HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-S11U SOILS. NO PARTICLES'GREATER 1HAN CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND 4... WASTEWATER SYSTEM PLAN 3 SEE SHALLOW TRENCH FILL MATERIAL NOTES. ABSORPTION FIELD. > j �✓ ✓ L5 \✓ ✓ ti \ ,✓I a TOPSOIL SCALE: 1 =20 ✓ , ✓ .; *;. ✓ _. ' ✓ �` SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING PLACE 4" MINIMUM TOPSOIL OVER ENURE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. GRAPHIC SALE TRANSITION FORCE PROPOSED DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS THE MAIN TO 4 PVC DISTRIBUTTON BOX RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST 10 0 5 10 20 40 OUTSIDE OF D-BOX INSPECTIONS. ( IN FEET) ABSORPTION BED PLAN TOWN OF QUEENSBURY CONTRACTOR TO FIELD VERIFY LOCA110NS AND DISTANCES NTS BUILDING DEPARTMENT Based on our limited examination, Compliance with our comments shall not b p ce V y e construed a1.s ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED indicating the plans • p •ands clficatlo e m ;. POLYETHYLENE EXTENSION TO GRADE POLYETHYLENE EXTENSION TO GRADE WITH ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP Q� c c full compliance with pe WITH TAMPER RESISTANT ACCESS TAMPER RESISTANT ACCESS COVER STATION. G �� SITE .TOILS DATA New York State, h the Building s . COVER (NON -TRAFFIC AREAS) (NON -TRAFFIC AREAS) �� TEST PIT WASTEWATER SYSTEM DESIGN TP-1 - 111412022 BY TOM CENTER, P.E. � _```r 25 EMPLOYEE DESIGN " 12" MIN. COVER 0-4' - TOP SOIL DEC, 12" MIN. COVER TRANSITION TO 4 DISTRIBUTION BOX DESIGN FLOW - 15 GPD/PERSON (DEC STANDARDS) 4-30" LOAMY MEDIUM FINE SAND Z9 OUTSIDE. OF D-BOX SYSTEM DESIGN FLOW - 375 GPD » T ,qn < 30-60 - MEDIUM : FINE SAND 0�//y � .1 4" PER FOOT a: a. a a. SEPTIC TANK -PROPOSED 1,250 GALLON PRECAST " 'eUl OF JC MIN:' \11 4 , . ., CONCRETE ROOTS TO 54 CQ/,aV�� SLOPE a a 1/8 PER FOOT NO GROUNDWATER (3 0�� RY a ° 3" MIN. SLOPE PUMP STATION - PROPOSED 500 GALLON PRECAST w BAFFLE CONCRETE PUMP STATION N0 MOTTLING �,:, r F 9 1 PERCOLATION TEST 4" HOUSE `SEWERL -_ » » LIQUID LEVEL 4" EFFLUENT SEWER 1-1/2 USE SPEED LEVELERS TO ASSURE 2 MIN• STABILIZED PERCOLATION RATE: 3 MIN/INCH FORCEMAIN ALL OUTLETS ARE AT EXACTLY DESIGN APPLICATION RATE: .7 GPD/SF, BASED ON WATERTIGHT SLEEVE THE SAME ELEVATION & SEAL (TYP.) 8-10 MIN/IN PERCOLATION RATE TOW ®F QUEENSBUR1r� - 16" 18" 2"MIN. DROP 289.20-1-5 sEPncrANxlyOrEs MIN. � ,, - SEP-0753-2022 BALL VALVE 4 PVC SDR 35 SOLID HEADER TO BETWEEN INVERTS ABSORPTION BED AREA REQ D - 375 GPD ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK .STATE DEPARTMENT OF HEALTH. ° - ( )/(.7 GPD/sF) BUILDING &CODES DEPT. AND SHALL BE OF PRECAST CONCRETE ASU°a ABSORPTION LATERALS, I/8" PER Bay West Assoc LLC MANUFACTURED` BY UTOPIA ENTERPRISES . OR ALARM 3" ABOVE d. FOOT MIN SLOPE = 536 SF Reviewed By: nnS 168 Haviland Rd, West Bldg ' 'PUMP ON' EQU1 VALENT. ° un'I'D DEPTH PUMP STATION NOTES ABSORPTION BED AREA PROVIDED= 20z30' = 600 SF Date: �' Commercial Septic Alterations ALL STRUCTURES SHALL BE. PLACED ON FIRM, 30" MIN. PUMP ON SEAL ALL TANK OPENINGS WATERTIGHT. COMPACT SAND OR GRAVEL BASE. WHERE EXISTING 60" MAX. 1-1/2" SCH-40 PVC OR GALVANIZED PIPING POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY STONE SOIL CONDITIONS ARE UNSUITABLE, CRUSHED_ _ _ ° _ _ INSIDE -WET WELL THROUGH WALL PROVIDE --AND- INSTALL UL-LISTED- PACKAGED PUMP MAINTAIN 1O BETWEEN WATER SUPPLYIINE S AND ALL ( ) SHALL BE PLACED AS NECESSARY TO ACHIEVE A CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. STABLE BASE. a PUMP OFF INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL WASTEWATER SYSTEM 'COMPONENTS UNION - LOCATE SUCH THAT UNION INSIDE HOUSE IN ACCESSIBLE LOCATION. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS' SHALL 16� MIN. ° CAN BE DISCONNECTED AND PUMP BE OF EXTRA HEAVY C ONSTRUCTION DESIGNED FOR MINIMUM 2X WIDTH VOLUME OF DOSE TO REMOVED WITHOUT TANK ENTRY INSTALL POWER & CONTROL WIRING TO CONTROLLER H-20, WHEEL LOADING: MAXIMUM 4X WIDTH' °. BE 80t GALLONS WITH ALARM IN BLDG IN ACCORDANCE WITH °. . MANUFACTURER'S INSTRUCTIONS AND NATIONAL . . a . . . . , °. WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY LINE HOUSE STREAM, LAKE, WATERCOURSE, WETLAND WATER LINE SEPTIC TANK 10' . 10' 50, 10' ABSORPTION FIELD I 10' 1 20' 1 100' I 10' ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. . REDUCING TEE POINTED DOWNWARD " ELECTRIC CODE (N.EC.) REQUIREMENTS. PANEL TO BE JOINTS : BELOW THE LIQUID LEVEL MUST BE TESTEDARD WITH 1 BA VALVE THROTTLED TO AL SJE RHOMBUS IFS IN -SITE SERIES SIMPLEX` PUMP BEFORE BACKFILLING. BALL LOW TRICKLE _ - 500 GALLON CONTROL a . _ ° a a FLOAT SWITCHES DRAIN` BACK INTO WETWNELC L PANEL a a d. CONCRETE PUMP STATION ° , a INSTALL INSIDE PUMP .. a PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED IN LOCATION ACCESSIBLE _ _5 TO PROVIDE A SD :GALLON DOSE... TAX MAP # 2890201 WITHOUT PITENTRYPROPOSED 1 250 GALLON PRECAST CONCRETE BALL CHECK VALVE PR ,. INSTALL FLOAT' SWITCHES TO ` SEPTIC TANK EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, - - GOULDS WE03L PUMP ® i OPERATE PUMP AND MAINTAIN MODEL WE03L SUBMERSIBLE EFFLUENT PUMP .33 HP, g Safel ■ v LEVELS AS INDICATED 230 VOLT, 1PH New i OI�k ALL ELECTRICAL WORK TO BE INSPECTED BY A Call Before You Dig g CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO M Wait The Required Time START-UP OF PUMP STATION. ®Confirm Utility Response EM Respect The Marks IM Dig With Care TI TANKS AND PUMP STATION' DETAIL SEP C 800.962.7 2 96 0 ISSUED FOR PERMIT X/XX/2022 _ SCALE: NTS www.digsafelynewyork.com No. . Revisions Date_ 4" MINIMUM TOPSOIL ON - APPROXIMATE ENTIRE BACKFILL AREA; EXISTING GRADE P?EW WASTEWATER SYSTEM PLAN & ®ETAILS hVD ESTABLISH TURF 30 BED LENGTH MAP REFERENCE: 0iY 80 11 11 111 11 11 111" E l SLOPE SL�� BASE MAP INFORMATION FROM "MAP OF A SURREY BPS HU * prepared for:I��l • , , - AYES, LLC, IN /., �� N , SB URY,T WARREN COUNTY, NEW YO�E h CL Ba�/ W _ , -, I ... _ TOwN of QUEEN est Associates LLC K w ...... * 69 Haviland Road R w _ - _ , .�. 1 1--..::I ..... _. _: _..- _ , - w York - ueensbu Coun of Warren, State of �....i:.:::,.•, Town of 1 ty �,,Yl. & u s � , r 0 8� Drawn: WGC Checked: GTH Scaler NOTED Date: 11/7/2022 „ Steve s � f7 ,:,, :::.,.,, ,,,,, �p 169 Haviland Road I ..,•„ FILTER FABRIC, TENCATE Lxl� SL1i�VeyOZ'S Queensbury, NY 12804 2 1-®1 29 08 ,, �� b Nee York li ALTERATION OF THIS )OCUMENT EXCEPT BY (518) 745-0307 Phone IIIIl IN,.NI � , y , ERFORATED MIRAFI 140N OR EQUIVALENT 189 Haviland Road Queens ury, A LICENSED PROFESSXNIAL ENGINEER IS A En ineerin PLLC 518) 745-0308.Fax vNNINI �4 III J New York Lic. No. 54235 vIOLATION OF N; EDUCATON LAW. Hutchins g g i III I (518) 792-8474 III (I I I �� I � (III i IIIII11111 ^ IIIIIII1� I Q� - I`I iS5 �►:,�irA� I CIIG'I II IIWIIIII Ili I, w�lllll,�, , i 1,: _ _ _ _ a • -. . 4" MIN, TOPSOIL, SEEP, `..' MULCH AND ESTABLISH TURF � ,� � � � �k �� r r / , ; GRANULAR BACKFILL 15 x4o FILTER FABRICJ APPROXIMATE ,� ; � °' xr- . ..�' . : • :, { ," . .. �`,." ., ; _ ._ / �" � .= �� _'_'- • MATERIAL ABSORPTION BED TENCATE MIRAFI 140N: ��: FINISHED GRADE OR EQUIVALENT II0 . . .. . . . . . . . . . . . ... . . . . . •e e vC" 4 a:Y hF 9 S \ n R s , S , _ .. z r r a 15 BED WIDTH --�--•-ter. . INSTALLED 15 x40 ABSORPTION FIELD __: :. ..._.. . NATIVE SOILS :.._ , ..:....... i ... t .>,. .:;.,. £Y'.. ,, ..�£'. .h>z i 24 MIN _.._. 4 SDR 35 PVC PERFORATED �: , : , : �: �.. LATE L INSTALLED NEAR LEVEL, _ _ -- _ , J '._ , . , . ._' :.: SIT LOCATION IN BED CONFIGURATION _ RtP AND DECOMPACT EXISTING T GRADE 1.5' BELow BOTTOM of - � _- � -- SYSTEM INSTALLATION NOTES PROPOSED ABSORPTION BED. _ r BLEND IN GRANULAR FILL MATERIAL. , - � CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE W17N THE N.Y.S. DEPARTMENT OF ABSORPTION BED SECTION � HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED NTS TUBING /N SEPTIC TANK LEACH FIELDS INSTALLED 4 EFFLUENT SEWER ' AFTER EXCAVATION OF 15' WIDE X 40' LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR f \ SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. / 1 BU/LDiN ' PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXISTING SEPTIC. TANK PUMPED, INSPECTED AND REUSED I.R.F. 0 EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. � '' WASTEWATER SYSTEM DESIGN THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CON77NUOUS GRADES WITHOUT SAGS, 1 20 EMPLOYEE DESIGN — OFFICE USE HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID KITH HOLES DOWN IN ALL I / DESIGN FLOW — 15 GPD/EMPLOYEE CASES. As c SYSTEM DESIGN FLOW — 300 GPD Gp`a INSTALLED 4 EFFLUENT SEWER \� / SEPTIC TANK — T. 1,000 GALLON PRECAST CONCRETE ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM 7HE EXIST I 1 4" MINIMUM TOPSOIL ON APPROXIMATE TO BE PUMPED, INSPECTED, & REUSED IF DISPOSAL FIELD. INSTALLED 4 CLEANOUT - ENTIRE BACKFILL AREA; EXIS77NG GRADE SUITABLE INSPECT BAFFLES. HEAVY EQUIPMENT ' SEED AND ESTABLISH TURF DO NOT USE WITHIN 7HE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. DESIGN APPLICATION RATE: .6 GPD/SF, BASED ON c, 40' BED 11-15 MIN IN PERCOLA77ON RATE 7HE WASTEWATER 7REA7MENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE 1NSTALLA77ON OF WATER *--scow s�oae—, 1 , LENGTH CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GP PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO CO •. 00 ACCOMMODATE EXTREME WATER USE FIXTURES SUCH AS JACUZZI—TYPE SPA TUBS OR WATER TREA N Q ` ABSORPTION BED AREA READ — (3 GP GPD/SF) THE T w — _ 500 F OR EXTREME W �► ._ _. _.__ _ S EQUIPMENT. THE INSTALLATION OF NON CONSERVING WATER FIXTURES E E ATER USE FIXTURES IS � + CONTRARY TO THE APPROVAL OF THIS WASTEWATER TR A T SY �� t " �`"` - E THEN STEM. - / '```�. ABSORPTION BED .AREA PROVIDED = 15'x4O' = SDO SF / f �� .,: ROOF FOOTING GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER �� 4 SDR-35 PVC PERFORATED FILTER FABRIC, TENCATE ' ' LATERAL INSTALLED NEAR LEVEL, IN ABSORPTION BED PROFILE MIRAFI 14ON OR EQUIVALENT POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY SYSTEM. BED CONFIGURATION NTS �,q l MAINTAIN 10' BETWEEN WATER SUPPLY LINE(S) AND ALL WASTEWATER SYSTEM COMPONENTS CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM /N ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION -: FIELD. ce l SEPTIC TANK, & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE �� .; NECESSARY PARTIES AND REQUEST INSPECTIONS. r SITE SOILS DATA SYSTEM MATERIAL SPECIFICATIONS �� MUNICIPAL WATER FROM 169 HAVILAND ABSORPTION FIELD AGGREGATE _ - 111412022 BY TOM HUTC 3/4" TO 1-112" WASHED CRUSHED STONE. DECK TEST PIT STONE IS TO BE .. TP-1HINS, P.E. CO 0-2" - TOPSOIL EFFLUENT FILTER TO HAVE /16-INCH FILTER EFFLUENT FILTER "' " 1 TtON, POLYLOK PL-122 OR EQUIVALENT. 38" - - SAFILTER FABRIC 38-5 - SILTY SAND F FABRIC TO BE 4.8 0 Y NON-WOVEN SEPARATION R! T FILTER j ON FABRIC, ENCATE MIRAFI 140N OREQUIVALENT. l 15 x4O' 4" PERFORATED PVC LATERALS PIPE HOUSE SEWER P E STONE BED L IN NO GROUNDWATER E 4" SD - SCHEDULE 40 PVC. INSTALL WITH " PER FOOT MINIMUM SLOPE. INSTALLED A BOUNDARY COND177ON - MOTTLING @ 42" PIPING TO 8 R 35 OR 7N 1/4 ... BED CONFIGURA77ON� SHALLOW BED FILL MATERIAL HED OPE R, PROVIDE 24 VERTICAL SEPARATION TO MATERIAL TO HAVE SIMILAR PERCOLA77ON RATE TO EXIS71NG W—SITU SOILS. NO PARTICLES GREATER 7HAN J" ;: ,. .. CONDITION " " _ . _ ,. , -- , - _. SEE SHALLOW BED FILL MATERIAL NOTES. BOUNDARY ....... .T' .',..R .,. ,_ ,�: •,�. •,.1 .J' ..T •,..+. ,�� ,,.3: ,a.J, -..) .� ,' -.T - .3. 5 J 1 , � ._ ,. ... ... ,.� :f,� ',.� . � . Y ,: ,.� r.� :.� ..�? .� � , � Y � ,. , r;_ � ., �, �, ><r" PERCOLATION TE` { -. y L w w PROPOSEDTOPSOIL .. . . a �-:. „.r",;�-=;`�. ,,:.,..,.-.� ,..e -,r,,...»� .,.',.t.-H,..._+�;.,,..,fi•, ->`-,.,..'-;;.t..r,,....�\,_...\ ,r,....,. .,..s-. .,...s- -t. -<.r�,..w„F.,..„..,.t.\,.-....�,, ✓,, Tp )� It /� _. . ..... ..... .'.:..... ._._. _:.:.. . .. .. - .. , ,.,.f'.,. DiS 1711BU TTVN BVX „Y :,.f ,. ;.. .. ;. < ;. J ;.�:. .,Y :,.. .. %. ,.i ..Y 7 ;,� .. , .,X ', ..X ,.Y :... ... :.. :. :,.Y ,. , r, r` ,. f .. PT ,J .. � ,. r ,r , � ;, � ,,.� ,. 1 111412022 BY TOM HUTCHINS P.E. . ., � ` ... ? � : .? >.� -��z:? ? g.. - g. ? � .,� u? «y <, :. � ...� , �� .� �� <,.? .. — PLACE 4 MINIMUM TOPSOIL OVER EN77R BACKFILL E AREA. SEED, MULCH, AND ESTABLISH TURF. _. -_.� __ _ _._r _ __ : __ __ ;• , .,. STABILIZED PERCOLA77ON RATE: 4 MINUTES 30 SECONDS ,..,.»,, w.,r" ...,..�.,.....,,•. �., ,,.Z ,p.3'..?,�;..f ��-� r ..:,Pi.P t P ?.,:R- �.. ? .?'��, ?" -< ? ,� �..�:,.2- .(_ ? ..? � .4' .f'....� Y. .Y ;. EFFLUENT t N.� � v ,. , 4 PVC E .. .... _,. .. .. ,.. .. -... ,._r` ,.. . ,. .� ,:... ,..a' ,., _.ate .._ ,,T .... � r r .( ,... ..� � � Y ..� � • _ SERVER SHALLOW BED FILL MATERIAL NOTES _..... .. ...... .......... ..-_. ............ ._ ........ ...._.. .... . ,. .� .. ....< Y/ ...f .i{ ,.... .... .:.: _ .. ._Y ..,,.f ,:....+/ ..'( ,:Y ....,f ..Y ::.:f ,.� :. �' ....'.. ... ... .... .. .... ......... .. a ., ... ^y 4 - : y 'v "` �i -"y ,"y ..y „ -v. � 'y.. , v. r .., y !..,,4 <4 •'.:.�, a,. ,'.G "4 .„ti. .::,,� .,v .L _ ._ .. ,.. � � . .� «.� .,_.� - � e ,< .,.� ,..� ,.� ,_. ...< ,..? ,� ,_.� , . ,.� ? y ,� ...,� ? ?:.� �,..�-�'..?��.� .< ..� .� _� ..� .. ,. ,,. AFTER REM01t/NG ORGANICS PLACE SHALLOW BED FILL A T_ _...__.._._ _ _...._ .._._ ....... _ . ... ........ .... _._ _... ___.... .. ,. .._.. .�, _ . .. _. ., � _., .:. <. .a O ESTABLISH REQUIRED DES OVER THE / ,, r.. �ro „ .r::l-,.... ,.; ,�. \:.. ...v. 1,,/ ,. "-,/,_;.>. ,.. ,../ ,.• _.._.- .... .. ._. .. ._... ...... .. ... ..._.- ...._.. :.'.... ;... .. .. ._ .. :; ,.>. ..... ,_of _..>.tf ..._"i -. - c... ,.Yr %.7 x ..:Y ...f „1 ..5' ,:.. Y ;,., ,f %'"7 �-:_Y ,,. :_..r ( ,...:�% � ,_... :- - ............. ........ ................. ...V , i. L -'v "v r <t S ^,, ^y : A...v s' l• ....y L^ :,,,\{ ,.t`( _b .� ,.� 4 .:.� . -" "" " - - - .� ? � � _. V .. � ENTIRE AREA OF PROPOSED ABSORPTION FIELD AND TAPER AREA 5 > f'. / x s r< _._ __.. _ _. r ; Y ; ... .. ., .,. SHALLOW BED FILL. MATERIAL T —PLACE PERCOLA71ON RA —6 ........ .. ........ .. ....................... .,_.4 .? v._,T'l, a v,_.9 `? v,.?.Y.4` v,?` v ,n .2' v....� "£ ? .-$ 4 _..Y "Y b f .� .. O BE CLEAN GRANULAR FILL K17H IN TE OF 3 ........ ..... ..... .......... .. ...... a l- %C _......... ._._. . .. _ _ . ..._.. _. _ __ _ ..... ._._ _ \� � ;. :H< ,� ;,-. >� ,� >. � % � _. � ,_,x ,.� ,.. _ ._... ,� � , Y Y ,. ,� ,� ,. MlN INCH WITH NO ROCKS OR STONES. FILL MATERIAL INCLUDING A 4 TOPSOIL LAYER SHALL EXTEND 3 v v ro � u u b -v ........ .. ........ .. ........ ......... ............ ...... ....... _ . _.. . _.. _... : ✓ HORIZONTALLY FROM THE „� ... ,. :.� ,_ ,_ :. .� •:� , - � f ,f `� � -'� � ,� � ;� , , r -,,; r ` �;, -,_�- EDGE OF THE BED. TAPER THE FILL AREA TO MEET WITH THE EXISTING GRADE AT A '�"�._.a"i,a'„"i d' ."o : P� ,�' ,_9� ...1"�V,...Y- .,�` `'",t"_•"...d'_ •:," ? "z" ."P'� ._P' .,..Y ,.: ,...g �"�,..z .-t� ,.,?�s,,a ,�,. ... '........... >c _. ... J: J ..Jt 1.>ti , _ .. .. ..... ..___ ....._ _.._ . _ _ . _ _ . . _. . . : ._._ . . , ,\.. • MAXIMUM 1.3 SLOPE. E > 7 � r�� RECORD DRAWING NOTE. WASTEWATER SYSTEM PLAN � � ,_P .? ? �.� r» � .;� ,�w< » ,_~; ,�� t"7 ;- � .�'_�� ,��, , �r Y ? � � ` �,- Y Y '? �� ,a ' � Y� `�'`r ��r� A REPRESENTA77VE OF OUR OFFICE VISITED THE SITE " ` . ✓ : >: Y :� `✓ Y r : , `, , \.f r r Y DURING CONSTRUCTION AND IT 1S MY OPINION THAT SCALE. 1 =2D ...,.�. , � ., � � . u � � . V _ , � „ _, ,.� . :�: Y� :» �,� _ y � » � � �� RECORD DRA WING .� 40' THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE GRAPHIC SCALE - WITH THE APPROVED PLAN AND THIS RECORD DRAWING: FINAL SURFACE FINISHING AND TURF INSTALLATION DATE; 1212712022 ` ABSORPTION BED PLAN ESTABLISHMENT IS ONGOING: ro D 5 10 20 4o Ives INSTALLED BY - SANITARY SEWER SERVICE ( IN FEET ) G. THOMAS HUTCHINS, P.E. 1212712022 CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES TAX MAP �`�`' 289.20-1-5 Dig hafely, New ®York RECORD DRAWING DIMENSIONS TABLE ®Cali Before You Dig Wait The Required Time 13 Confirm Utility Response CORNER "A" CORNER "B" CORNER 'C" Dig with Care Respect The Marks 1 RECORD DRAWING 12/27/2022 $ad■9C12-7962 D ISSUED FOR PERMIT `t1 j23/2022 www.digsafelynewyork.00m TANK IN 12.5 16,75 - No. Revisions Date TANK OUT 7.5' 22' - ;' DISTRIBUTION BOX 13' 38' MAP REFERENCE. �� WASTEWATER SYSTEM PLAN & DETAILS CLEAN OUT — 35' 13.75 WASTEWATER SYSTEM SETBACK BASE MAP INFORMATION FROM "MAP OF A SURVEY ° prepared for: REQUIREMENTS MADE OWN OF QUEE Y WEST ASSOCIAWARREN TES, NT LC- IN THE PORK. co ��® bus fl Bay West Associates LLC PREPARED BY: °' 163 Haviland Road PROPERTY LINE HOUSE u Fs \ Town of Queensbury, County of Warren, State of New York I}1�. SEPTIC TANK 10' 10' 10' a� & S �a P 0 7B�� Drawn: WGC Checked: GTH Scale: NOTED Date 111712022 St,eveS ABSORPTION FIELD 10' 20' 10' 169 Haviland Rood Lai ad Surveyors ALTERATION OF DOCUMENT EXCEPT BY Queensbury, NY 12804 292Q�1 -Q2 189 Haviland Road Queensbury, New York 12804 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone VC7 (518) 792-8474 New York Lie. No. 50135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax