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S �.•+ �t", s ,o - ' 'You tare granted a ,variance to install a septic,leaching pit 146;Feet'fcomkexisting �t -'� ar . •' a .private water'supply wells on;.Lot , -01,, Crocker ,Road,. West Barnstable, with'" - i' ' , t §,.i ; a:a., _ .Y •„ - w �,4 + 3* �. rlet ,p .':" y {' ;R-+ r 7 etF-,'�r rr e t', 8.". 8` •I 6.1 the following conditions n - �; r F, • _ + �r c 'Y 3 t a r'= a :,: r i, ,,. w i ;4.'?, yy °s d,.t' '.S �Zr" f ` Al -y, x' ' '''' -. •a:.. r i a .t .. t ''', .�Ygt '1'.'!V , fK; ";.,T ,'d' 3 •'' - f 4* r, •g i } i.., - r ••"Si6 t f, -.4,, . # l The de ai ` . en i a 1- Y �a x F .;r x 1 , f ,! .n s t r �<• t } $ 1�1 ( .)_,A_ sig ng neera,,me�st' be on'site�and ssuperviseconstruGtionof the" f, on site sewage dis osal' s stem and cert f r,in. writin that ghis•desi has;been, l n .. , � .. a p , y _- ya-� x g . t g , � -' t, t;,4strlc_tly 6'L ed to �s ,4,. y ,► i s "" ";,"m-�;•`,y ,W,Y,9yy;y� .� a . 1, :;, , . Y M w� '^; *1.. i, wq. c. Z r i ^:# ?e.t'. J c tr_,/ y� .6 6t t4., yt*-or { F .K`�.t.yY ,, ,'u,. at u •.r;a + t*' . u , c sz #t s t 3 '' ", �i . (_'_, „g a ,* f t - :G,r.y. Est.. ry F. ><, 4"Y J v l ", { , a +. t t ."' r a- - t ..+r' 1l f f t .._ ` -' f 2) Z he•'wellr,must be.installed :and"the;water tested"for both'. —keriat and t,r= O._f A . I ,�;e _..�.t , �,, y C t, - p �., s.y � - � r. ; t x , i s" 1.. 't'.r* � { i r' `'r chemical'?and,,must meet.4a11 ofithe,'requirements of the Safe Drinking�,Act `tr z' i _ r Sc .P rx 4 5-a r q .t.. s r' •t•'- y MSG 'c i s_ rv` , -_,. �, nn Hyland DrinkingrWater:Standa ds of;;� he�Commonwealth 4. n _ 't''' g': t > +^:t t t'.s4"" + '<,::P S t " ! ,} .yw {'it M l`"3+f'- t A ,-y�l i -�" . t, t�t t 1 t t ",_t t t i }j j t'' w i. . +v't ..t •'L''" il+•T: '7 r rat'"#; ,%, ham '. • s P 4. f •f: 7 r ° it a t,.,t:y r r r i £, �q tY .+ u. ,. , t . (3)'Variance,'ex ices"June 1 •}19$8.-:'F .. ro, r'ty *�, , . 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' s c !t k: l . ..t Yl .4 'r"1-X• s r i'.T`e I. L.- — ti i":x "t • t•', r '` *.7y f t f•' ' "1' i ' #x p r. 0 ' i SY+"'�gh t"I -, r.''a r'j � v F.�i t, 'V' '" r•. t ,. ,�' .X"'..�, - 6 t `t t xi-A 1 G t* 1 , r Ar t .l. r g �r ", t r ,t .+_..,> t 4 ", ""t' .l z , -f ,I .t n t; Sr. 't. 3 yp2, `t •e�,ir". L. , "' ' .'t•� °,r i ►I r` . ,.. 4 I k r 6. KS y't + r 't _ t ,� j E t ", j ., '- yy A`t. 1 j 1"a p, „e' ° t3 +i,.t > y , r y s- r t i..is, '1;Y f t f s r'r ^r,, • -"� z 5s i 3 e { t a r. t t r t ,* t' 't p,r r -•' Z. a ,, a tt t." t , t tw ' .a 1, N•... / i-t +4 t to s;.•.'qT t ^r' 1 +'r Z. R + t Ftr1.` ~ , t t' aT T� t} Fft r M K jr .4 t�t"«t' ry r. 1'S+ e..Z`r Y, "` p w` t,. ". A % , r t� ':. j y 1 k5+ t a- R. ..4"~ ' .., } I, t s 2. . : ,r, * 1 ,i+ f..x �'4 t,_, Y.. 4"d , PS t w .,' t 4 ..bh ..a ...5 f , �} war, L t.c.{a t.. f f., �'ty} rs£ ..A r { Y. :a 'y} V..Y; - r i 4 24 t #' ? y d^r,r ", ) x yy , ''. I t a r ,.`. t .+�' 1, F ry.r i^< 1 a �• "'y f tr.a, + i t ..i --t F" r- wA ti r t S a, tY .k �'}a• + e t, • t; P � A 'Se: l t r•4`••. Y' ` r �t t 4,, +. 4 +_,t f Ott• .. t€ t. s l NO. 'S7 - x)L— DATE t 7 TOWN OF BARNSTABLE *'THE Toy OFFICE OF FEE 6�P�`� 4• RECEIVED BY DAH77TABLL MAsI : BOARD OF HEALTH 039. .� 0 MAX 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT �j'u Q/� /�i'-1 TEL. NO. ADDRESS OF APPLICANT NAME OF OWNER OF PROPERTY SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER //0 a L/ �U I LOCATION OF REQUEST 2 w SIZE OF LOT �/�r a1� —SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes ( No CR�,v/�c,F�2 jl3eJc (/Jo T/ti u Se) VARIANCE FROM REGULATION(List Regulation) ` S�f bay�' F��1�+ w e�I C FOR VARIANCE(May attach letter if more space is needed) \REASOIN Ste' 'LALd ti.. PLAN - TWO COPIES OF. PLAN MUST BE SUB11ITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED _ NOT APPROVED _ REASON7FOR DISAPROVAL ( 1 - Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE �� 'LV TO Ohm Carte, ag enir?e.�n ed oha�T- eN� Tic- O-)ll6-fIlio / Ojai" Po'. Ped o Sao On May 12, 1987, a percolation test was performed,,•on lot 101 Crocker .Road, West Barnstable.. The test was. performed. by 'Mr. Milne and witnessed by Mr. Dunning. The, observation hole was done in the area of the proposed seepage pit.. Soil .conditions consisted of,::ffiedAum to fine sand `to a depth of 12 feet and a percolation rate of 2 min/in was recorded.. No water was encountered. I hereby request a variance from the- 150 foot setback-d°from any wells. The proposed location of the seepaege pit is 148 feet from .the. well on lot 100 and 148 feet from the well on lot 25. . Two letters are enclosed. from 'these abutters stating that they have no concern. regarding this location. , ` Due to the. configuration of the lot, .=the Steep slope .to the rear of the property, and. the proximity of.` the abutters wel.Is, IF it feel that this location for the seepaege pit is best and. respectfully. Ask .the board to grant this variance. Sincerely, or fate. 6J41felei eIm >60 The proposed location of the seepage pit is 148 ' from both abutters wells. This location is best due to the steep slope in the rear of the property which would require expensive engineering to prevent problems with breakout. A 2 ' by 40 ' leaching trench could be installed and meet the 150 ' setback requirements. 'It is my opinion that the existing soil conditions,and the absence of a, high water table warrant the use of a seepage pit. Also, if the system were-not maintained properly (i.e. annual inspections and proper disposal of fats and grease) there is a greater likelihood that a trench would fail long before a pit. ` II ' f . � t IF. A1A#NG WALLS ARE SHOWN OW TH/ , 4Y ,14LL CONF7RMAT/ON OFCONSTRUCTION INACCORDANCEW/TH TH/SPLAN 1S REOUIRED. 24'DIA CAST IRON MANHOLE - BE CONS f 7£D WATER T GW OTHER PEUS TH1SO`f)r.F,9lALL BENOTIFED PhYCR TOBACKFILL OFTHESYSTFMFORC111SPff7'�'V FRAME AND COVER BROUGHT TO F/N/SN GRADE/S REOU/RED !8 U/A.ACCESS MANHOLE C01VS. DON. &VUL VE AR N The FUT , T MAY R EX TENS/GN OF THESE RETAIN/NG WAL � FINISH GRADE-� 11 1 11 II I11111lII I III II 1111 t II I III II! Ifl 1 p I UVPERFORATED 4 UNPERFORATED 2 //B"TO //2 MIN REOD ELEV= 47.3 P/PE P/PE _�AShfEu STQ1E 2 L IOUID LEVEL I- 2 3/4„TO l-//2 O 4 Sched.40 g 2 O SU ' O O O O - WASHED S7GAE PVC.RPE " 000880800 _ y - nr�r nnnrinrl �. 4 PVC p -6�io.com/m - 25` I SAN. 4„ :: O 0000 _ L� T�2 IV TEE a B,O„ 7EE SAN. _.000�50000 6 c _ '^ c,Q "�J _.0�000000 000 _ r TANK /5410��_�WIDE _ OUTLETS __ © a 000 GALLON SEPTIC TANK REou/RED o /O O �e�F i`�\N ,N� �T D/STR/BUT/ONFor — N nspec perannuo performance, ►.septic tank Iota)ould be BOX GROUND WATER TABLE depth of scum 8 solids exceeds //3 the liquid a*pth of P P SEEPAGE P/T AND L/NER Jhe tmk the lank should be um ed PROF/LE All topsoil, subsoil and inpervious moterio4 ifony,must be -� excavated a removed below Abe leaching area and to`b WELL T 2 OF 3/4„TO / 1/2„ distance of/O feet from all sides of the /eochrrg area. 4/ WASHED S79ie � Excavate down to 6"below the surface of the natural - /B permeable soil Bock fill os required with clan.coarse sand ... � � \'9 UNPERR7R4TE0 ACCESS and gravel,free from fines,clay,organic matter and - ���\\\` \\\�\� \\\ BM„NL.SETlN P/FE ME large boulders. 4 \� \.\ �\\ _ /4 P/NE ELEV= rn \ 50DO ASSUM REGULATION 2.17 OF TITLE 5 LOT /VV ¢ \\ \` \�� REQUIRED \, \` b"01A. LINER 45 N/L.OiO1Ov 417 SEEPAGE PIT AND LINER Note: There are no existing wells sanitary systems within / 48 /00'of the proposed well and sanitary system on Lot /0/ JK PLAN �, Note The design of this system does not permil the use of garbage APPl,Y)X -11 \ ' /��C+�y1� disposal units. LLCA�TJ•ON S0''"- ` y SERV/ E ' DE IG No permanent structures shall be constructed over the reserve area. SANITARY -0 ELEVATION SCHEDULE SYSTEM 5/ - ELEVATION - I. rP 2 TOP OF OUNDARON - I s D AME 9 i _LEACH/NG_,4/,'EA DES/GN ANALYSIS. _- pp .h /N/4'P/ SEPTIC TANK FINISHED BASEq/ENT FLOOR D'�Aw rti 24 � / O GALL BM.N<n.SIFT REOUIRED OF WASHED S7DNE \ h FINISHED GARAGE FLOOR •(ATTACHED I Oash I ES AREa= h aSSUME 1 1 / SEWER INVERT AT FOUNDATION _3 BEDROOMS AT I/ PD/BR= 550 GP0 4 i 1 I p0►"�"" 31 k>qy 7 + 50% FOR GAR84GE GRINDER = N/A G� �p� / / f J ) l/ X SEtYER INVERT INTO SEPTIC TANK �F i i / / / // lo DESIGN• 33 0 GPO 7Or4L EFFLUENT � / SEWERINVERTOUT OF SEPTIC TANK , ' 7 �j�ri DESIGN PERC. RATE 2 MIN.//NCH � — SEWER INVERT INTO DISTRIBUTION BOX 7 BOrrOM AREA = 8 5FX /• 0O = 78 GPD Fdge of / / a nt I y 1 SEWER INVERT OUT OF D/STR/BUT/ON BOX 46 S/DE►�r4LL AREA = /88 S.F. x 2. 50 = 470 GPD CRO KE 40`PU84/C J �i0 / 1 � 1 1 ► SEWER INVERT AT SEEPAGE P/TS 46.80 TOTAL LEACHING AREA 266 S.F W/CAPACITY OF.�49 GPD � (I ` 1 I / 'l ELEVAT/ON OF GROUND WATER TABLE 36.8 i ,o ; N r � hi SOIL EXAMINATION REPORT (P-/769> Q _h • h : / EXAMINATION TAKEN BY Y ON 3 30 I9 AND WIji TNESSED BY N JACOB/ BARD HEALTH AGE EARL CANTER JR. �� JOH O OF NT � LOT 25 DUST, LOT 2 TEST PIT NO. I TES T PIT NO 2 TEST PIT NO TES T PIT NO. TES T PIT N0. WEB GROUND SURFACE EL.50 I GF,rOUND SURFACE EL.�_ GRGY AID StRFACEEL. GWOUND,SURI�ACE EL. G90UND SURFACE EL. ' THIS SURVEY Q PLAN WERE PREPARED IN ACCORDANCE WITH PLAN „ n F O O O O O THE PROCEDURAL. AND TECHNICAL STANDARDS FOR THE PRACTICE FOREST DECAY ` FOREST DECAY., ; '0 -4 SUBSOIL OF LAND SURVEYING /N Tt1E._cowoNWEALTH OF MASSACHUSE'TTS T OGRAPHY BY TRANS/T STAD/A METHG1rJ 2 SUBSOIL 2 B Z 2 2 REMARKS L EGENO THE SI4N/7ARYDISfOSAL FAC/LITYSH4LL EE CONS TRUCTED IN ACCORDANCE WITH THE. SAND SAND LOT HAS.NOT BEEN STAKED. - EX/STING CONTOURS /00 --lDO REQUIREMENTS OF 77TLE Y OF 77/E STATEENV/RONMENTAL CODEANDNO VAMAnOVS II TYPE OF HOUSE.•CONTEMPORARY PAVMSED COA(MtRS '- FROM rHIS DE DLErOSOL OM/77CJN WATER TABLES EWT70N AND ArCE A R/AL FOUND �. ASSESSORS PLAN NO.1/0 EXIST/NG ELt NATION fOOX00 4 4 4 4 4 CAPE CAN VARY AND MUST BE VERIFIED PR1014 Tt7 THET/ME OFCONSTRIJfT/AN. MEDIUM MEDIUM ' PROFOSIED ELEVATION /O ` PL07`N0.24 LOTNO./O/ 6 TO CdrORSE 6 TO COA RSE 6 6 fWIS)YED 3,RA4CE6WAOE FLOW ZONAMG CLASSIF/CAIXJW RF TESTP/T LOICATigN BR/AN R GRADY - SAND , /S SA ND min. Setboos F. 30 S.11—R 8 8 8 8 8 CERTIFYTHAT7NESEWAGED/SFO-S&FACILI Y SHOWN HERSONHASEEFAI 5/ RIFF/NGTON ST. TAUNTON,, MA. DESIGNED INACCOR04ACE Wl'TH REGUL4 TIONS OF THE LOCAL BOARD oFHE�4L77fAN0 77TL£YOFTNE TATEENV/WNMlENT11C Gi�DE. J O/I-S/1F S�4NI URY DISPOSAL. SYSMM f .+ , DA>£ PRIDFFSS L ENGOWER, LOT /0/ CROCKER RD. /2 BOTTOM/NO WATER l2 BOTTOM/NO WATER /2 /2 I2 �� Of DES/GNED BYBRG ENC. EAC•. O BR OF M�ss4 DRAWN BY KGH UCE �► o CHECKED BY.✓C.N/dR.P W BARNSTABLE MASSACHUSET TS 3 /4 /4 /4 /4 /4 o PILLLING y i CHAR ES G APFROWD&:✓C.NIB.R.P. HAYW4RD-80YNTOIV S WILLIAMB /NE , PERC. TEST PERC. TFST PERC. TEST PERC. TEST PERC TEST NEUDORFER ✓ ' 9F No.2ooss o DATF 3127�B7 _ ENCi/NEERS SURI/EYARS Sy s- TAKEN AT - FEET TAKEN AT FEET TAKEN AT FEET TAKEN AT FEET TAKEN AT FEET Ioo�FG 1 ��� caL£/ =40 �o t SrE a��� REV�(SVNS: 140 gSCHOOL ST. 9?0CKTON,MASS. / 'OF / t 3. RATE= 2 NOV IINCH RAT£=�N/N.//NCN RATE=T_Mfi✓/'ice RATF= MA�It//INCH f7ATE= M/N.//NCf1 �J�c� oNAL E fj•O �iWRT ST. TAUNTON MI SS. Z 4SOP l -- _. /F. 4INING WALL S ARE SHOWN GW TH/ ALL /ONf1RMAT/ON OF CONSTRUCT/ON/N ACCORDANCE W/TH THIS PLAT✓/S REOU/RED. 24"DIA CAST IRON MANHOLE BE COWS nr�Gf TED WATER T OR 07HER PER us THISOc-F1rF 9ALL BENOTIFED PRIOR TOBACKFILL OF THE SYSTEMFORGC/�1'1/SPECTlgV FRAME AND COVER BROUGHT CONS. V Al. .S SOUL VE AR N TFf FU R , IT FINISH GRADE IS REOU/RED /8"DIA.ACCESS MANHOLE TO MAY R EX 7ENS/ON OF THESE RETAWING WAL F/N/SH GRADE-� 1 I I I I 111 I/ ! 11 I II I l I111111111 I I I I I 11 1 111 1 I. 1 1 I 1 17�WA 1`74'UNPERFORATED w Z „//8 TO l/2�UVPERFORATED PIPE S/Eu STU1E MIN, RE00 EL EV t 47.3 PIPE 2LIOUID LEVEL' �b — 2 3/4„TO l-l/2" s 4"Sched.40 2„ __OC)O O 0 0 WAShEO S70/IE .o __0008808o PVC.PIPE 4 PVC p _ ( o, 9ia a lire' _ 25' /I E v „ .=00008 88 8 0 _ 6 ��� �V B O I. TEE =000000000 �ocrcoc O tia w ' TANK /S4__l� WIDE —3 OU FL ETS ~ BOG-GALLON SEPTIC TANK, REQUIRED /o, o., DISTRIBUTION For proper performance,septic tank should be BGX GROUND WATER TABLE w \ \ \\ \ inspecte4 annually and wlen the total depth of �,�TJI \ �\ \� \ scum 8 solids exceeds 0 the liquid aepth of \— SEEP4GE P/rAND LINER the tank, the tank should be pumped. \ \ \\`__ —\ \\\\\\\\� \ PROFILE . � � ;-_ ,- -,� ��� \\ N � All topsoil, subsoil and kjoervious material'if any,must be excavated a removed below the leaching area and to'a ! E,YIST. WELL _� � \ \\ \ ' _2 OF 3/4 TO /-l/2 '\ distance of/O feet from all sides of the leaching area. 4/` — `\`\ \\�\\ \\\ WASHED S7047- /� Excavate down to 5 'bekov the surfoce of the natural \\ 4" /B permeable soil. Back fill as required with clean coarse sand ACCESS and grovel,free from fines,clay,organic matter and \�\\\ \\�\� \\\ BM NL. SET/N LhVPERR7RATE0 i 42 \\ , P/FE Mom£ large boulders. m _ _\� \.\ \\ /4"PINE ELEV= I , g REGULATION 2.17 OF TITLE LOT /VV 4 ';ice / + \N. Sn00ASSUM J 44 REQUIRED / _ _ \ \\\ ; \ \\4\\ \ bllA. L/HER ✓ 45 465,�4 Jtr 1\`\\\\ \N\\N\\� ER Note. There ore no existing wells or sanitary sysfems within 1 �\�\♦ \ \\ \\ \ SEEF�gGEP/TQND LINER /q� of the proposed well and sanitary system on Lot /0/ y \� \\ ✓ \ \\\�\ \ \ FLAN ti°`o � ► _ ' , \�\ �•�� \� Note The design of this system does not permit the use of garbage APP/rU'X �20 (o \PROP WATT disposal units LOCATT/ON SO` / SERV/ ELEVATION SCHEDULE LJCJIL►Y No permanent structures shall be constructed over the reserve area. I OF SAN/TARY-0 ELEVATION srsrEM s/ \ \ \ SOS /. TP 2 k' \ \\� \ \\\ \ \3 TOP of FOUNDATION - LEACH/NG AREA DESIGN ANALYSIS 1-6'D/AMET£q `� , \ �\ 5,E£PAGEP/T.S FINISHED BASEMiNT FL 00R - DE£P W/rH 2 Ip�o�sALL RECOIRED OF WASHED S70NE \ SEPT TANK ,� /N/4.P/ F/N/SHED GARAGE FLOOR (ATTACHED) 98 \ AS sUME ON SIDES AREA- �BEDROOMS AT /�PD/BR=��GPO c'!S6 S.f. 1 1 -SEWER /NVERTAT FOUNDATION � ., o,. ' , . •-P- .:. � � f I P,d 33���,Qr 7. + 50% FOR GARQ4GE GRINDER = N/A GAS A- F ll SEkYER INVERT INTO SEPTIC TANK 330 \F ► / /I y DESIGN: G�TOTAL EFFLUENT U P-0- y��• , ,� J f / / / l 3 SEWER INVERT OUT OF SEPTIC TANK DESIGN PERC RATE 2 MIN./INCH SEWER /NVERT/NTO DISTR/BUT/ON BOX 7 BOTTOM AREA _ �S.F X 1.2.�O - 4T0 GPD Fd9e Of ( I / o / nt -i t ,�+ SEWER INVERT OUT OFDISTR/BUT/ON BOX 46 9DEHOLL AREA /88 SFx GPD �rRO KE 40 �'UBf�/CI ?D / SEWER INVERT AT SEEPAGE PITS 46.80 TOTAL LEACHING AREA 266 SF wicAPAc1rr oF549 _GPD i/Vu ` ' d +' / t ELEVATION OF GROUND WATER TABLE 36.8 � -°—�—co '` "' � � t J SOIL EXAM/NATION REPORT (P-/769) Q EXAMINAT/ON T KEN BY EARL LANTERY JR. ON 3/30 /983 AND WITNESSED BY JOHN ✓ACOBI BOARD OFHEALTH AGENT LOT 25 6 LOT 2 TEST PIT NO. / TEST PIT NO. 2 TEST PIT NO.. TEST PIT NO. TEST PIT NO. EXIST. GROUND SURFACE EL.50 / GROUND SURFACEEL.��_ GROUAIDSURFACEEL. 090ti ID,SURFACEEL. G90UNDSURFACEEL. t i ° ° ° O ° PLAN FOREST DECAY THIS SURVEY B PLAN WERE PREPARED IN ACCORDANCE WITH , FOREST D1rAY THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE TOPOGRAPHY BY TRANSIT STADIA METHQ'T v SUBSOIL OF LAND SJRVEY/NG /N THE_.00WONWEALTH OF MASSACHUSETTS" 2 SUBBSO/L 2 B 2 2 2 REMARKS L EGEND THE S4N17-ARYD/SFOSAL FACILITY SHALL ELr CONSTRUCTED IN ACCORL14NCE WITH rHE SAND SAND LO T HAS NOT BEEN STAKED EXISTING CONTOURS l00 , —'—l00 REOUIREWNTS OF 77TLE Y OF THE STATEENVIRONMENTAL CODEANDNOVAR/AT70VS TYPE OF HOUSE:CONTEMPORARY PlC7FtCSEO CONTZX�6RS FROM THIS DES/GN SWLL BEALLOWED WITHOUr PRIOR AR*tCVAL OF THIS OFFICE. 4 4 4 4 4 Old 7?7SOL COM/T1GWS,WATER7bBLEELEbtlT7'ON AND 4GCEPlABLE MATER/AL ft�LWO EXISr/NG ELEVATION /OOXOO CAN VARY AND MUST BE VERIFIED PRIOR M THE TIME OF CONS TRU*T/AN. MED/UM MED/UM ASSESSORS PLAN NO.//O PROFOSED ELEVATION 100 TO COARSE PLOT NO.24 LOTNO-/O/ 6 E TO COA RSE Fj 6 FJWISHED ARMCELWADE FLOW—� I ZOIV#W CLASSIF/C,477OW RF SAND rESTP/rLOC,47VV - BR/AN R. GRADY SA ND Min. Setbacks F. 30 S. /S R /5 8 8 B 8 8 /CERTIFY THAT rhFSEWA CC DISMSAL FACE YSHOWNHE rW6W HAS WEN / BUFF/NGTON ST. TAUNTON,, MA'. DESIGNED INACCOY�4ACE W7rH REGULATIONS OF 77 C LOCAL BOARD ON-SITE 5ANI URY DISPOSAL SYSTEM OFHEALTHAND 77TLEQOFTHE STATE ENV/WNMENW CODE. f DATE PROFM L £NGA' ER j LOT /0/ CROCKER RD. ' /2 /� /2 /2 /2 DESIGNED BYBRG BOT72�M/NO NC ER BOTTOM/NEWA TER � `H �f �H OF/yAs DRAWN BY KGH 0 BR�cE �. s, W. BARNSTABLE MA SSA CHUSET TS 3 �'� cy CHECKED BY.-✓C/K/BR.P. /4 /4 /4 /4 /4 R. o loHN G uA a PILLING CHARLES APP OWD BY:✓CN/B.R.P. HAY$WRD-80YNMN8WILLIAMS, /NE. PERC. TEST PEfiC TEST PERC. TES T PERC. TEST 29294 Pow. TEST 7 o N No 0R3 E p r DA7��s�27�B� EN6/II�EERS S(1RI/EYOIRS SHEET ►• , TAKEN AT FEET TAKEN AT FEET TAKEN AT FEET TAKEN AT FEET TAKEN AT FEET �g� R 'O�'�`�c►sTE�� I<� cA�/'= �/ - / � REV/SK.WS: 140 SCWOOL ST. bigOiCKTON,MASS. / OF / RATF'- �_M�//NCH RATE= M/N./!/VCH RATE=�_ANWINOV RATE MI'VI#KH RATE- MIN.//MCJ� oNaL N � so epwr sr T wro SS. 4/54 _ . 52 . SDP ; I