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'+�c.' . :-.?':.+,t c.r, a..srr:+si . � .':�?yx�.oTr. . vae::.:.:w�i''�_' . _.as... �i:,".-:.t::.�re:-.. -� -....--,•::.T,ri�n..a.::r ....... ........ . . .. : ^... ... - _.. c +,.�. +. �C�'...�CIIiET4:•_'A'T%A•4y'i'�erSM.,r+. _•J•Cni'�SY`.1P .1 _.Y-.f,..-fl.S1.—f•+.... •....:A'i+.--<�. � to' ELEV.= �Z71d w z J ✓ 4" SCHED. 40 PVC OR __ 4 CAST IRON PIP INV= z 0 J m Perc. rate of ✓ inches in minutes ,t �Oxcele' COMMENTS' SAC G LOCATION OF T.P. ark E �G✓�AI _ - Lo — L10- ACT1011 Of EOA�9 _ ACTION 0 BOARD c c LOc ATION OF RESERVE AREA c c LOCATION OF RESERVE AREA LOCATION OF RESERVE AREA - ``\` �9� _ FILE Li �� FILE ✓tr1 :,a�/ SEP261989 - % SEP21,1988 4-1 / WATER -TOWN G'dLG BACKHOE: WATER TOWN _ BACKHOE WATER -TOWN BACKHOE: -4-1^ SOIL TEST REPORT DATA SOIIL TEST REPORT DATA SOIL TEST R_'6 PORT DAI'A CROSS—SECTION -THROUGH SEPTIC SYSTEM , 1+ 1 NOT TO SCALE �, = DESIGN DATA N 8c OTES SPEC�IFICATIONS si This System Is Not Designed , - �•IE RULES AND REGULATIO1dS Whirlpool For Garbage Grinder' � ACCORDANCE WITH 1 AVERAGE DAILY SEWAGE FLOW (GALLONS) THIS PLAN HAS BEEN PREPARED IN OF 310 CMR 15 (TITLE V) OF THE COMMONWEALTH OF MF\SSACHUSETTS AND THOSE OF High water Use Devices. ®� OtherI"I g � � PROPOSED 3 BEDROOM DWELLING @ 110 GPD PER. BEDROOM = 330 GPD THE TOWN OF DARTMOUTH BOARD OF HEALTH. ONSTRUCTION SHALL EX I ST• DWELLIt + I i�L7,Uj GRADE -70 C�TLApIr ELEV.= ! FINISH COVER JOINT INV.= 1 . I HEADERS LAID WITH PLANK 2"(MIN.) - I/g"- I/21a }�� y, a ._ems.- ..` :. a., •. ^ 44 FLAT FOR 2 FEET t = IZ B BLDG. PAPER WASHED STONE SLOPE = 4 - = z .: � SLOPE= I o .. ..... _..... 3✓4., I1/2 — S'MIN. INg 4 PVC PIPE! 4 PVC PIPE yl� B e B, • WASHED STONE LIQUID LEVEL v � ` INV=12`�"RW J® g3] ® ® ® EFFECTIVE DEPTH = 0.96' INV= e T PVC OR a e j CAST IRON INV l?4 �- 6" RN1,I}Ili M1� �^'�"'^ + BASE ELEV. SANITARY TEE ' t z =}• Qv�.i�I l�►J�p� 4C? LaW�' t23, 5 PRECAST CONCRETE S TANK LIQUID CAPACITY DISTRIBUTION B0%�-W T — `�� • Cj' -_ = 1000 got. PRECAST CONCRETE LEACHING CHAMBER DISPOSAL TRENCH -� v q PRECAST CONCRETE SEPTIC TANK EIA-EVATIONS ri.l IST NOT BE •��t;T G1ANGE ITI �,,., a BOARD BOARD OF HEALTH INSPECTION OF HEALTH A RO AL REQUIRED WHEN EXCAVATED (e��° fE�� T i TEST TAKEN By ,^,// SUBJECT _■� E_`RQ ■ �I t SHEET NO OF �n E'"6' CLIENT C; `C Joe NO DATE -- -j-� &� SITE .LOCATION �y f���-�,✓� PLA o LOT, d i�8 SOIL STRATA `7 P DESCRIPTION DEPTH OF STRATA _6�' a� , cam., fig (Jt eL h Toi✓ Depth of hole Depth to rust Depth to water Depth to ledge °"✓G Inspector����R'���✓ Perc test at Time at beginning — �vr�n Time at end _{ A. • fin¢ S t TEST TpKFN BY SUBJECT • ERC TEST TEST TAKEN BY SUBJECT PERC Tf T K SNE�.'T NO —OF— T, NO. OF -.—���/ F CLIENT P,J A.� ;,(a E;/JL JOB NO __ /.__.— _ V CLIENT_ /4y/ li t t JOe NO SITE LOCATION '� t it 5 DATE _) I} f.�. SITE LOCATION .. on .... T J GATE _1rt _ - - s � Gv CULUv" t �� PLAT ���,) LOT / PLAT /L� % LOT ?rt, 4 - , ' SOIL STRATA SOIL STF.!kTA .. nccroTcrrinu ' vc.,r I rt DESCRIPTION DeTpth of hole J` Detpth to rust Depth to water L Na Detpth to ledge Z" Inspector /GJf u �iQ ,« „✓ Perc test at_ 4" Tima nt haninninn • 7Jc.r rTT yr J I rSH 7 H - f k IL .. `�Cl1G' /L ./ .I�%•v,9 /Ii.?✓C1. 1 ,'._,.f 50AK l Depth of hole 1G Depth torus !Ci"tNc j eaoL f' �tf Depth Jo water I p % Depth to ledge Inspector i - Time at end Perc test of Time at beginning Time at end —FUMVEER ,/ Perrc rate of mcnes In mmuTes �LoflrE 6J Perc rate of inches in minutes D04 E9aL COIMMENTS COMMENTS Sv, E - / LOQ:ATION OF T.P. jet CATION OF T P 9000 SEPTIC TANK SIZING (GALLONS) THE REQUIRED INSPECTION SCHEDULE DURING THE PROCESS 'jr' C �� t HEALTH PRIOR TO THE iolBE ARRANGED BY THE CONTRACTOR WITH THE BOARD OF r2$ 150% AVERAGE DAILY FLOW = 1.5 ( 330 ) = 495 GALILONS COMMENCEMENT OF CONSTRUCTION. L.• 3 BEDROOM HOME REQUIRES 1000 GALLON TANK (MI!N1MUM). ION BOX AND PRECAST CNAM'SEI 1000 GALLON SEPTIC TANK, 5 OUTLET DISTRIBUT SHALL BESTANDARD DUTY DESIGN AS MANUFACTURED B`' A. ROTONDO &„SONS, INC. LEACHING AREA CALCULATION - -_ _ - _ - ,,._� OR APPROVEi EQUAL. _ t i TRY: 4 - 4' X6 CUAMBBR UNITS WITH 4 FEET OF STON[L ALL AROUND ----- _- �G �� 1 / ALL PIPING OUTSIDE THE DISPOSAL AREA SHALL BE SCH DUCE 40, 4" DIAMETER �/ SIDEWALL: I04 LF PERIMETER X 0.% FEET DEEP = 100 SF PVC PIPE WITH ALL JOINTS SEALED WATERTIGHT. LO-T 2.t(7 O _ SF X 1.00 GSF = too GALLONS 41 ALL WASHED STONE SHALL BE FREE OF IRONS, CLAY OR FINES AND SHALL BE BOTTOM: 40' LONG X IZ: WIDE = 4g0 SF SATISFACTORY TO THE TOWN OF DARTMOUTH BOARD OF HEALTH � / 480 SF X 0.55 GSF = 2ro�- GALLONS j Fi O WE r THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A GAREAGE DISPOSAL OR OTHER X 2 �' P R DESIGN TOTAL = 5150 SF = 8h4 GALONS HIGH WATER USE UNITS. AS _ � � �o �" I i DESIGN = 3G4 GALLONS > REQUIRED = 330 GALLONS,' OK THE PROPOSED SEPTIC SYSTEM IS NOT LOCATED WITHIN THE CONE OF INFLUENCE )F R ��j U x ANY MUNICIPAL WELL NOR ARE THERE ANY PRIVATE WELLS LOCATED WTHIN 100 FE;ET Q` t((RADIALLY) OF THE PROPOSED SYSTEM. SPTI S �� ,3 BE 00M RANCH( , h� eZ- `l SSE ALSO RA �� EXCAVATE ALL TOP, SUB AND ANY OTHER SOILS ENCOUNTERED DOWN TO THE STRATA AND OUT TO 10 FEET FROM ALL SIDES t PACKED SANDY GRAVELS• U` WITH CLEAN COAF'5E e'y} I ��'¢ S' � OF THE PROPOSED SYSTEM. BACKFILL TO ELEVATION = 1 _ — — -- — I r �2-15 SAND OR GRAVEL HAVING A PERCOLATION RATE OF LES`� THAN 2 MINUTES PER INCH SEPTIC TA BEFORE AND AFTER COMPACTED PLACEMENT IN ACCORD `�NCE WITH THE REQUIREMENTS 's \ OF 310 CMR 15.02.(17) [CONSTRUCTION IN FILL]. 35 ` Y. ry' 2 t� N ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON ATDA E AR , 6 BOARD 0�r N9.TB tv�SPECTlO MA RESERV RE�ItREO �SHEN� EXCAVATED CAVATED ENGINIEERS AS -BUILT Your Dr a3. � � v I� t Q • ,� The 1 o PLAN ; CERTIFICATION5•k& IN STATEKIENT REQUIRED Pr® s a iBUILDING DUO � j 13 f f" Town of Dartmouth . �_�� LOT 4 Q { fl Y p * �r3S' . •dl+, Nn � E / ,� \ v 2 1�'/ t,ott HK P.... T,i, �*a ? - c v: , � � � ACHING �O� /\ �' �� ��vr'_`• t y r t• eetion� T i corlcijr t I'1' T•►.r•3:n _ L= _® .T to T s s: c rt-e r J ; 4- IeESER •O/x{c,..aa,� .. a v.�er coDsasp $Y'1��iAO' / l_ I` of �� - :. ��, �-; . ¢ 107, RDIG 1 ; \ ss C It h ARK : STEM FLAN gEICH M P.E. STAMP SEWAGE DISPOSAL SYSTEM �- -- B.O.H. STAMP CORN t" RIGHT GOTISID A�iSI=OR R P -- --� - • Gam' - F ,�# 7' 440 LEc-rRtc TR { App ,4V �� ., L ' - PAD EL - 130.35 " c . a r"' . }Ali of - _ LDIIG GRADES T n _� CLIENT: FLEMING DEVELOPMEN CORP r� L I � 13UI « D�,e ^ , " « t 822 NORTH MAIN STREET F FOUNCIATION EL. 12a:�{ INGLE ISL z_1 L V J_j TOP 0'• ' _ I F n 'M`I '� (' FALL R!!VER, MASSACHUSETTS { GARAGE FLOOR EL. = 124.0 PLAN SCALE FEET 30 20 10 0 30 60 LEGEND EXISTING CONTOUR --- PROPOSED CONTOUR TP SOIL TEST HOLE - FLAGGED WETLANDS LINE _0 o LIMIT OF 100' BUFFER ZONE - - — - :,► - ' . y a... �r TO i�; of I) A �i . _ � N+T, BRISTOL COUI ITY ENGIN 'ERIINC. Swansea Professional 'Park rm Hi 1010 Grand y;, Route Six �y Highway Massachusetts 02777 B.O.H. NOTES R.L.S. STAMP Swansea, Tel. (508) - 676-98810 �� SPECS: LOT 3 —SHINGLE 'ISLAND I_STATE .' iHEAPPROVALBYTNISOFFICE SEPH • - -: - - DOES NOT GUARANTEE THE 7S Asec SHINGLE I SLAN C LANE, DARTMOUTH, M A + . - EFFECTIVENESS OF �Y 2, :5 A z INSTALLATION DARTMOUTH 6074R4 OF HSA:(r �� :� '`-CIS ,, = �� t, .2�' ✓ liobro, P.E. Contact Person: Michael E. ",leering, Inc., 101 G.A.R. Hwy, Swansea,MA Address: Bristol County Eng 9• LOCATION MAP 'ate` Tel: (508)-676-9880 L Ii _ I T PE ergs �j" " EST TAKEN BY SUBJECT PEA ■ T PE AA. G-G ,.._.. 1,. _—.-:- SHEET NO.__ OF TEST TAKEN BY SUBJECT f ERC TEST— SHEET. TEST TAKEN r S1. (E Y ■ ---- r��` CL!ENT.•,_fJ'�f'l. [..�.�. v ;:.:. �7%J" ', -- . OF - E. AKE B ( SUBJECT CT ^,5HFEFNO Of__ f�-"JO9 NO. Crtli.n 'LUENT t L.'Y.f. JOB NO. !V DATE ._...._ i- : - .E. -- -- — —I. % G LlENT .C.'C cr ___ .SITE LOCATION. �l1C r, J.. _!,!.� /�•3.r' _ ,>; X•',108 NO. DATE J J1. � 6 PLAT: LOT ....SITE LOCATION -DAT. .}. �. . 1t I `!7 /i*I�LEf����J!�L? ... J ". Ems.-_� � S E LOCATION , `�Z, '.Vf 1 .,PLAT/L�.,. Lora .�x LOT SOIL STRATA ? n13 ,v7 /. SOIL STRATA SOIL STRATA / t DEPTH OF STRATA DESCRIPTION DE �. � DEPTH OF STRATA DESCRIPTION DEPTH OF STRATA DESCRIPTION f -..Al --- -- a � w � r _ rA.✓ , Sty � J a n/ a 6,1( r: r•-- r? L __ ' •/a O,XG 7 y_ 12 tLEV. _ ELE ; FINISH GRADE RR7JIn1,RC0.RP7J�1llC \ h \ �` COVER JOINT _ /. v z� A INV. ,4 F _ I . HEADERS LAID V��L SOAK WITH PLANii _.:_ SOAKFLAT FOR 2 FEET (V- I N iz 2 MI - h p�• ( N 1 /g /p sonK Dept aif hole !4SCHED.40`PVC ORn - fl BLOG. PAPER . s th f N E i 0 _ b r• ., ;D D o hole',. SLOPE - ` �� `. WASHED STONE /�>�_..3 MIN th of hole _+-,r-y PIPE - De0 De th to4 CAST 1R� V 4 PVC PIPE, P o rust LIOUID LE EL VC PIP 3/ _ t l/ be th forust4 2 1 P Or 91�> ro be the to rust c - FWASHED STONE p De ih tto water �� j, aP T I V=�� INV- 12 2 INV V-1t.) .a Depth to wafer ( o-z N .., INc r r!�PVC DR ; ►....... e. ® ® ESMWEFFECTIVE DEPTH - 0.96 �.. AD /FrA' Depth' io voter % A o INv-I?: A Depth m ledge. III( 6! , 1, CAST IRON i 1 n1� Depth to ledge ' 6 MIN. , ti rO p d4 1 !//O (` � \\ U. "fit. .. .. a.,. Depth ledge /v �G �J // ��. \. f R .� i SANITARY TEE X bep ro dg Irts ectoi �J/� I C9/�n ti,.v cn '� � � �l,rC9'+t�ij?4i^�LJSE • p r ..... � '', tnspectar m a , z 1 BASE ELEV. Inspector �/ 1 ' r ✓ PRECAST CONCRETE h 1 W yi. k, et0 LON4- (/h — — �.�,�J Pere test of Time at beginning Time of Brad Jy. °• `* TANK LIQUID CAPACITY -----�-•--,-- Perc test of Time at begmnmg Time at end ' = 311 DISTRIBUTION BOX Pere test of Time of beginritng Time of end 31000 gal. IT ,, �• �a�i` - � �� J Q` of -drop .Rate: of drop... PRECAST CONCRETE LEACHING CHAMBER DISPOSAL PRECAST CONCRETE SEPTIC TANK ■tom■ °i■n� %■® �■i �� rcr,. ruire or mcnes in minums �. Fdi.Gc/e . ENGINEER ./ / ',C, id.C�Uri - Pere. role of ..,,. f_ inches in minir`�3s Perc rote of inches in - minutes 1j611 '6,1 7 COMMENTS Qf7/ &C COMMENTS SR/C � ' / COMMENTS: n / LOCATICII OF T.P. cOG/1Al LOCATION OF T.P. fe E /'1 AN LOCATION OF T.P. J fUjA1 %3t,% 4`0�04 LOCATIOIN Of: RESERVE AREA ACTION OF ENV7 ACTION Of 8OARD LOCATION OF RESERVE AREA p���.`g.-I I L LOCATION OF RESERVE AREA FILE } G SEP261988 `, SEP2S1998 WATER - TTOWN li BACKHOE T( t' �oal WATER -TOWN 41EL1 13ACKHCIE: ✓c&d A`t/1E K�1� 5��'_" WATER -TOWN GdtLL BACKHOE: / LE - LI i�711,i / l ev SOIL TEST REPORT DATA SO -IL TEST REPORT DATA SOIL TEST REPORT DATA, CROSS-- SECTION THROUGH SEPTIC SYSTEM NOT TO SCALE o 5 6't f ••'� 1 35 DESIGN DATA NOTES & SPECIFICATIONS •. BUILDING GRADES 5 - �, ... �---•� � � � AVERAGE DAILY SEWAGE FLOW (GALLONS) THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE Rt1LES AND REGULATIONS • ` r OF 310 CMR 15 (TITLE V) OF THE COMMONWEALTH OF MASSAG.HUSETTS AND THOSE OF TOP OF FOUNDATION EL. _ 128.0' 1 \ PROPOSED 3 BEDROOM DWELLING ®110 GPD PER BEDROOM == 330 GPD THE TOWN OF DARTMOUTH BOARD OF HEALTH. GARAGE FLOOR EL. _ 124.0r - SEPTIC TANK SIZING (GALLONS) THE REQUIRED INSPECTION SCHEDULE 'DURING THE PROCESS O CONSTRUCTION SHALL -� Zg 1 BE ARRANGED BY THE CONTRACTOR WITH THE BOARD OF HEAl TH PRIOR TO THE mob' 150% AVERAGE DAILY FLOW = 1.5 ( 330 ) = 495 GALLONS; 3 BEDROOM HOME REQUIRES 1000 GALLON TANK (MINIMU �1). COMMENCEMENT OF CONSTRUCTION. �� J / r+ \'•�' 1000 GALLON SEPTIC TANK, 5 OUTLET DISTRIBUTION BOX AhD PRECAST LEACHING AREA. CALCULATION SHALL BESTANDARD DUTY DESIGN AS MANUFACTURED BY A. F:OTONDO & SONS, INC. LOT,' APPROVED-- EQUAL• 3TRY:.. A - 4 X 8 CNAM�>=R UNITS WITH 4 FEET OF STONE ALL_ AROUND I ALL PIPING OUTSIDE THE DISPOSAL AREA SHALL BE SCHEDULE 40, 4" DIAMETER ® /� 1o0- SF X 1.00 GSF = 1oo GALLONS SIDEWALL: 104 LF PERIMETER X O96 FEET DEEP = 100 SF PVC PIPE. WITH ALL JOINTS .SEALED WATERTIGHT. �- •, `\ SF BOTTOM: = 4 0 ALL WASHED STONE SHALL BE FREE OF IRONS, CLAY OR FINE` AND SHALL BE • / B 40 LONG X 12 WIDE b SF 460 SF X 0.55 GSF = 264 GALLONS SATISFACTORY TO THE TOWN OF DARTMOUTH BOARD OF HEAL -H- -�- X THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A GARBAGE CASPOSAL OR OTHER DESIGN TOTAL = 580 SF = 3 GALONS HIGH WATER USE UNITS. �0 �/ ` DESIGN = 3(o+ GALLONS > REQUIRED = 330 GALLONS OK; R4 t3vl I 1.0T 2 o THE PROPOSED SEPTIC SYSTEM IS NOT LOCATED WITHIN THE (ONE OF INFLUENCE OF �i8 x� �.2-14 ANY MUNICIPAL WELL NOR ARE THERE ANY PRIVATE WELLS LOCATED WTHIN 100 FEET PRo OSED (RADIALLY) OF THE PROPOSED SYSTEM. S ' -7 00M h - > \ \� ° ENCOUNTERED J 8 RANCH EXCAVATE ALL TOP, SUB AND ANY OTHER SOILS ENCOUNTERDOWN TO THE L_ Zg 3 \ A S 2© \ i5 } PACKED SANDY GRAVEL STRATA AND OUT TO 1 FEET FROM ALL SIDES WELL \ a2, OF THE PROPOSED SYSTEM. BACKFILL TO ELEVATION WITH CLEAN COARSE P PRO ` SAND OR GRAVEL HAVING A PERCOLATION RATE OF LESS THAN 2 MINUTES PER 'INCH BEFORE AND AFTER COMPACTED PLACEMENT IN ACCORDANCE '04TH THE REQUIREMENTS T 3 \, ,2 y I / �. `20, • OF 310 CMR 15.02.(17) [CONSTRUCTION IN FILL]. LOT $Z W - ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON MENK E LIING SEPTA \ Al le • 8 Collins A 8 Q np. RE� yQ a2-18 ER CC �. ✓ C . _"".---.-" ".. Gam`;/ ' i P rl \ • i COPICUT RE5ERVOtR 4' • - ��. •� �CH MARK LOCUS 6ENE I - , I l nh L H STAMP P E s44RIGHT OUTSIDE COR�b. . SEWAGEDIPOSASYSTEM PLA�Jp :%SQ -ELECTRIC L RidgePAD ELEV- 130 35ill i ISLAND_-�LA�N ' �.— CLIENT:FLEMING DEVELOPMENT CORIP. SHINGLE'/ Ne.nt„y F I - :� • R41 4 Gun C ab SKI i Ir' 4, MAIN_.`>T#£T pit.- 7;� �� ` 1 822 NORTH r a ASSATTS LEGEND ;F c,v,�/ FALL RIVER, �I T! EXISTING CONTOUR /23 — — W - :., BRISTOL COUNTYfNGINEE'RING, INC. PLAN PROPOSED CONTOUR -- 123 c©r rr r ,' i Plmd� Swansea Professional Park SCALE FEET CB..O.H. NOTESR.L.S.TAB i Six 010 Grand Army;g way e 7P R P SOIL TEST HOLE ,' ;i B� �"�„8ren q Swansea, Massa.whusetts 2777 30 20 10 0 30 60 # f rye _"� asp Tel. (508) - 676-9880 1 Rifle FLAGGED WETLANDS LINE p OPrI LOT 3 SHIN GLE ISLAND ESTA'rE OF 100 BUFFER ZONE ®• _ _. _ SPECS: 1. 7~, ,-. SHINGLE ISLAND LAND, DARTMOUTH, MA • Contact Person: Michael E. Ziobro, P.E• �l �r Address: Bristol County Engineering, "?�c., 101 G.A.R. Hwy., Swansea,? A LOCATION MAP j��'' Tel: (508)-676-9880 2-V-17 7-6 C9