Loading...
Sewage Disposal System96 �5 Q� BENCHMARK NAIL /N UP. NO. \ Fo;K p�U� 34349; ELEV=/00.00 ASSUMED \ ROAD D� 9z �( 98 \ \ OU7N ,dvt e \ LOCUS PLAN, _ \ SCALE /'=2083_f ' &Dk• \ PROPLtSEO sT �\ O , OWE /Jt�G 9 \ TOP FNV EL. =/Ol0 \ X \ \ W V- ' GARAGE \ SLABSO 98 TES EL. =/00.0 / /00 99 N TEST P/ I t \ \ #/ L/M/TS OF ' Ot/ERD/G �1 99 /bo tV 1 lO CM, H M.N. oimz-rin5 I'Wr05C'P TOr OF FOt.lWAiION 101.0 .V+ 4" 5CWP LE 40 PVC PIPE T]; 4" 5Q 'P LE 46 PVC PIPE ` 5 - 2.OX �1.OW LINE la' 5 - 1.ox 98?7 98.07 97.82 L e: CELLAp FLOOk 4811 97.20 411 5ANtf E 93.5 ;'. 10 mrr• 1,500 GAL. rMCA5T CONC! 5�1" X WANK WrONPO & 5ON5, iNC. "a , EQUAL" M516N C&CIA110N5 5 MVPOOM W&LING \ 110 GALLONS/ MPPODM NO &WAGT PIT05AL \ PAV FLOW: C 5 DPW (110 GAI./ M{ZiUU - 950 COUON5 \ iN5TALL A 1,500 GALLON MTCA5T CONIC. 5enC TANK Pr516N MRC PA1F: I INCH IN 10 MINU115 501E 11 X11M CI.A55: us, 5ANPY LOAM - 0LA5511 ffr1 LfNf LOADING rAS: 0.60 GAL/ PAY 50K. \94 �P L�Alk11NG Ak�h C 550 64LLON5/ PAY) VIVIMP PY (0,60 GAL/ 50,rf.) - 917 50.ff. a INSTALL (8) �IGNt p0LtTaNF CONt' CfM 330 UNIT5 M \ \ t 3) M1 ffEf OF WA51fP 50N1; ALL AROUNL9 A5 511M,, LAC W ATA ROVIMV: �\ PD1'TOM: (10' -h") (61' -6") - 635 50K. 51MWALL: (10' -4" + 61' 6") (2' -0") (2) - 287 50K, \95 TOCAL LEACHING ATA i ROVIMP - 922 50,F-f. > > > 9115011 50K. 50L LOG5 0„ t5f Pr # 1 99.5 01, t5f fff # 2 98.5 8„ TF50L 98B 81l f0P50L 91B 30" 97.0 >0" 5LO50L 96.0 7V _ BdOM _ isfTm � 9'3.4 7V I _ BOi1'OM r Nw-MMIUM i'r-MCPfWA 5*V W/ 5OK 5W W/ 50e %f & 5rOi , 5V & Sfow 126" wA1ER -- 9,0 126" WADE r .0 132" T8.5 132"1 le7.5 PAS Or PMC S9r. APB. 29, 1985, IN5Pi.c'r0R: LEE TRrr I'M Me: I INCH iN 9 MINUTES ENGWEER: CUIR. t`-NGINEEIING J 3 -'v vRr 1 - I tJ { h 5` I 1■ ;; 1 1J PLAN VIEW � *777— �o SCALE /'=30' tir • F: i 3 - ,•1 l !1 �211 •Y4 f 1 : '1• A.• -. ♦ ^ ni -. Y �.''-.. _.. __ ._ _. `-�� Y �'�" ` � - r •- II1 ! �JI '+•�—�l! it "II��� //�� � j��� �`��,1� 01_4, rMICAL X-5rC11ON OF LXACHING TM -NCH "NOr'r0 5Cld,E" •� •, i 5fOt IN .:r.ri +•- • , 's..7f "NOUN! amuses assuaw l�IaaNaa•aim/.�taa�&aatmia=.!si'iiiTisiri7 —..........1,.,. .,,i . M 11 .. GEW,M NG 115 L�ACHiNG AAA 5HALL M A MINiMUM OF 10' FROM MOMM LiI E5 ANP 6AM SLAB, 25' FROM a[,LAR WALL, h' AVOW WASP rAPL� ANV 100' ROM Al WCLL5! ©VMWIG N '' T ALL pill MWrTN PW UING AT VAC"I ATA SHALL HAVE WASP 1ZGHr JOINf5, 01�: IN AMA f3CLOW L� PIii G TMNCH ON!5, ALL �L�VA110N5 SHOWN �F�R TO AN A5`.i�INI�P MNCNMA,�KI WA1>;tz SI,t'f'LY: TOWN. ANC �OIZ A n15�ffaNG� O� 5 IN ALL PIt2�CTIONS, C0NPACf0R TO MM01/F- tOF501L ANP "501L ANP PA51fP CONTLE LIN�5 ANP 5POr MWATION5 MNOe �YJ%NG a?A7c5. i MACF WTI.1 CLEAN COAI'.5E 5ANP FIEF; FROM CLAY 50LIP COWL OT LIN1;5 ANP > Li;VATVN5 IN MOCK5 PcNM 1?01'05�P aM5. AN9 i'IW,5 O. COW1WCtOi2 MAY 1,15 5EL�CT ON-5Tc 1�rc �Nff;T, Wr 5HOWN t2M5 Wr FALL WMIN A 5MCIAL FLOOD HAZA1V Zft A5 MIN�AP 501L I'120VIMP It MEEr5 5MCIFICAnON5 Cr- T 11,E 5 310 CMt215.255 (3) , ( SINE Tr-,5T) . PLACE Nr,; W ON NU COMMLNITY-fftl NUMMR 2500510022 �, MAP MV15�P.- JU y 2,1992, (ZONE 0, 5TIZAtA L!p T'0'ELEVA110N 97,0. ff,ING 5HOWN A5 LO #23 ON PMi"N;" A55G550�5 rLAT #20, AI'I OYJMAIE VOLUME OF 5ANP - 45, CLI3IC YAta25, B.O.H. NOTES 1 / 8" -1 / 2" WA5Hr-t2 5fONE 95.00 3/4"-11/2" WA51 ,12%ON1; P.E. ARTHUR C. THOMPSON No. 8893 „ ART►+UR -f � N No. s448 4 y '13T��°�nQ`� vat�•c ern wr sew ern use � :tw a �5 % �r1a�.a1�1 DATE.- JUNE 29, 1995 SCALE. 1 "-30' .al SLESt7FACE SEWAGE DISPOSAL PLAN CLIENT.• DANIEL & FAITH BARRY L 0 T #23, ASSESSORS PLAT J20 SMITH NECK RDAD, DARTMOUTH,, MA. FIRM TITLE.• THOMPSON SUP, VE rING & ENGINEERING, INC. 525 MILL STREET, MARION MA. CONTACT PERSON.• DA VID M DA VIGNON ADDRESS. • SAME AS ABOVE _ TEL. NO.: 999-9443 BENCHMARK NAIL /N U.P. NO �K D, 34349, ELEV.=100.00 ASSUMED R ROAD U�DEE 98 9l Y L PC 05,00 L177-41 ,4Vt \ 98 _ WATER LOCUS PLAN , Gj SCALE f'=2083'+ Qr- (00.9. \ PROPOSED 5 BQRM O •- DWELL/NG \ TOP FND• EL. -/OLD ZT GARAGE SLAB TES EL.=/00C 99 N /00 ♦ 1 ' _. , I , TEST P/ I� t INS / BOA RD OF H INSPECTION HEALTH � RD /G ' L /M TS OF OVE _ REQUIRED UIRED WHEN EXCAVATED , \ 8 \ 99 /00 rR0p05r_P f0P OF FOLk,VAIZNI 101.0 7- 5 - 98.27 Y aLLAR FLOOR .;, � 10, 93.5 to n H VA GAP r.�,•H OtSrs 99.4_. _ -_.,, i Ii—!I I II 1 I I I I.II , 1 1 98� 4w-7r ' ..r,. PVC PIPE FLOW LINT_ 40 PVC Pm 1011 5 - LOX 1 11 1 .07 97.82 mn. 97.20 ' 4" SANIt tI;ES 59382 1,500 ct&, rmcA5T CONC, %ri1C TANK RoroNvo&5,0N5, INC. 11 VR b4[LYL" _. 2 50 PLAN VIEW SCALE: /'-30' ENGINEERS AS -BUILT PLAN & CERTIFICATION STATEMENT REQUIRED M516N C&CIA11ON5 - 5 =OOM PINFLLING 110 GALLON5/ XWOOM NO GWAGF 0605AL 19ALY FLOW: C 5 i3PRNU t 110 GAL/ 6PRM) - 550 6 U.ON5 IN5TALL A 1,500 GALLON t'1TCA5T CONC. 5E"C TANK M516N MPC IZAI�: I INCH IN 10 MIW5 5011, SX1•LI2AL CL A55: U5F 5ANPY WA M - 0,A55 II ffFLTN1' LOADING PA1t: 0.60 GAL/ PAY/ 50.FT, W=19 L IA-aIN6AITIA (550 GALLONS/ PAY) 19=2 PY (ObO GAL/ 50-K) - 917 50K. iN5TALL (8) FIGHT pOL W11IY W CONTACTOR 330 UN15 M t 3) M1 FMT OF WA5WP 5TOW ALL APOLN19 A5 5HOWN, LEACHING ATA PROVIMP: POt'TOM: (10' -h") (61' -6") - 6,55 50,FT, 51MWU: (10' -4" + 61' -6") (2' -0") (2) - 26150,FT fCT& LEACHING AAA rRO\AMt2 922 50K. >>> 917 50,FT, DESIGN FLOW: (922 SOFT.) (0.6 GAL /SQ.FT.) = 553 GALLONS 501L L.OG5 011 t5f Ftr #1 99.5 0" s5f ff #2 98.5 611 fOP50L 95B 811 fOP50L 197B 5011 97D 3011 9 WL 96.0 POMMA _ 93.E r� Flw_"uM RINE-N11 R2A 54V W/ 50NE %V W/ 5OW 5V & 5fOW 51Lf & 5fONE 126" WAIMMt .O 126 1► wACER tAOL� O inn 88.5 IS'!" 81,5 0AiE OF PM TW-. AM 29,1985 IN5MCrOR: = TIWP r= RAM I INCH IN 9 NNIM5 F,WWXR: G.H.R. EWN=NG 1 , I N •t - r ,t . 1•'. C1 'r 1 - vr, • 4 :• %w w w saris ern tw vaut Ew ux ..Y, t. 2„ 1/ 811A/ 2" WA5WV 911 E .-�-..-! ..•ter--�'�-;mac—� ,, �� 2-� � �> * � ` +4'. _ ``�`a(i ` `� it � i � j � _-._i.�.---f�.tt' I _ ' — -----��—�L-E ,---,�.'':� —i'-6�'• TY c& x-5r-CION Or LEACHING IMNGH "Nor ro 5CH.t" ENGINEERS AS -BUILT 1 FIMSH g8•5 PLAN & CERTIFICATION STATEMENT REQUIRED 1 1 97.00 .. .., �T.11 _ 8" -1 / 2" WASF t7 ". G v 4" MM,0RAM2 rM I / 8" -1 / 2" WA` t7 5'fON� conk. f 97.50 M Au. LN1t5 • f 95.00 3/ 4"2" WA5�17 5r0" 95.00 3/ 4"-1 1/ 2" WA5Wt7 5f(9W "H-20 FRO19LICT5" UNMIZ IXIV�WAY j 2 91995 _ proru px 00%h tOIZ -"'� LN�1fY5 n151'IJPLr0IZ: MOLW HOPE 5LMY ®ARTMOUTH @DARD OF HFALTy "Nor ro 5C.Aa This System is Not Designed For Garbage Grinder, Whirlpool Or Other High Water Use Devices. GFWM NOM5: LF ACHING AAA 514LL K A MINIMUM OF 10` FROM WOI' M Ui,5 ANP 6ARAa 51.Af3, 25' FROM aj.Lg WA L, 4' ADM WASP TABLE" 100' FROM ALL MLLL5, OV�RPIG NM: IN AMA MLOW L�ACHiNG IMNCH ALL pipF C311;11N N t2MN LING MZ LEACHING AAA SMALL HAVF WASP 116K JOINV5, ANP FOR A P15TANa OF 5' IN ALL P1MC11ON5, ALL UVA110N5 5HOWN MFrR TO AN A5WP KWMAK, WASP 5(.MY: TOVIM, CONRACTOR TO EWAVATE To SoTrOM j4oLj-_ (4734)4 PA5HW CONfOX UM5 ANP 5pOt UVA11ON5 MNM �X151M aZa5, MMAa WIN al- AN COAI25, 5ANP Fib FROM CLAY 50LIP CON'fOLIZ I,M5 NV MI VKION5 IN LtOCK5 MNOM PPCT05�19 6PAM5, ANP FIW5 OR GON112AGT0R MAY U5F, %L CT ON-5n 11 r FNJM L01' 5H M t2M5 NOf FALL NIHN A 5MCK FLOOD K1 ZM ZM A5 MIKEAS19 501E 1'ROVIC .2P IT M�)TS 5 V' l (CATIONS OF 11TLE 5 �10 CMR I S •255 C 3) .151�VF Tt517 . I'L-AGE NB�N 5ANC2 ON FIRM COMML�111Y-pnl NLM R 2500510022 E, MAP I�VI5�P: ,ALLY 2,1992• t ZONF C) �A7'A UI' 1'0 �L.�VA1'lON 97,0, BEING SHOWN A5 Lor #23 ON PAKM" A55655OR5 HAT #20. AI'PROXIMAS VOLUME OF 5AM9 - 45 CL1131C YA12P5. REVISED.• A UGUS T 25, 1995 DATE: JUNE 29, 1995 SCALE. • 1 "=30.t P• E• o S09RFACE SEWAGE DISPOSAL PLAN s� ARTCHUR ��� CLIENT.` E, THOMPSON DANiEL & FAITH BARRY k o. 889 � SEP 121995 LOT #23, ASSESSORS PLAT 120 A. 1 N � v . SMiTH NECK ROAD, DARTMOUTH, A4 BY: TOWN OF A I OUTH I FIRM TITLE:• • v R.L.S. THOMPSON SURVEYING & ENGINEERING, INC. THE APPROVAL BY THIS OFFICE er 4525 MILL STREET, MARION MA. DOES NOT GUARANTEE THE ° ARTHUR EFFECTIVENESS OF ANY ,�� §� CONTACT PERSON.' INSTALLATION DA V/D M. DA VIGNON DARTt�10tiTH E4R0 Or HEALTH '�� .� a.�� 4 a ADDRESS: SAME AS ABOVE TEL. NO.: 999-9443