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HomeMy WebLinkAboutDOA - 139 Merchant Ave - Septic Design----- - SOIL TEST BENCHMARK TOP OF FOUNDATION 30 ET: MINEMUM FROM CELLAR SOI. iES1 DONE Bt CRMO R $FiORT�MY -- .. .�_..._� .'..TE Or SOP.. TES' 3 33.0 0 FT, MINIMUM 10 FT. MINIMUM FPOM S, AR OR CRANI_ SPACE 100F tMTnIFcSED gr AMY_YON_HQNE...__ ELEV. _ ---- --..y --- -� 1)RSEPVA (t{,�.J N(.71.Y.. 1 cr ru 33.4_ OBSERVAT�OPd NnLF ? ELFva. _3oA— Nr. CnNCRCTF I rrP,""A,T10IJ RATE _<_ tdl•r 1N^u eT 4� C�IyrF,<S PERCOLATION RATE _< 2__ MIN./INCH AT _N1k INCHES ___ I _ FIRST FLOOR : .COVERS �7 a.' SCHEDULE 40. P•JC PIPE CONCRETE FLOOR SLAB // .MIN. PITCH 1/B" r5P rT LOAM AND SEFD t Lr"7? Or ',.x::3..• .:,.,,; ...yes;: ELEV. 3Z.Z3_MAX. I /.. tt T \,,, >-CLEA..N SA11^ t R iJ4 ` • WASE F STr14iF- - {� - — .LEV 1.00MAX. M -- _—.__._----tLEV. ? v._s_ 4,5UMIN' 4 • CAST IRON. PIPE M!�X \ _ (OR EQUAL) MINIMUM (D PTH HO 12 _ XTURE _ (C1LOP MDIl. OTHER -1.OAMY SAND iQYR 4/2� _NO ..� .. RUO tQ 3Q �A _1-L0 kl _Y....SA//ND Iama/a`L NO..I _. 1.30-, 120 C __.1GOWSANQ 1OYR 716 [. No . _C _ DEP iH HOR1Z TEXTURE COLO MO t, -2 El SO`. / -LOAMY-MND-YR-4/2 --1Q_ __-ROO 4' 4-2_ LD1��MY SQMA//ND _C _ CO�E25E_8A 19YR_718 _-NO__ PITCH 1/4" PER FT. \:` 1 I � _ I '+ 1 NO u'ntcr. FNrO'JNTEREC, a _10' FIE`d ..23.0 NO WATER ENCO:.!NTFPED AT 11'.___ ELEv. ---- — ZABEL FILTER–� 1 C8 7' ELEV, – FLOW LINE -e- r�nrTr7Ej()€lCTC7r7F� 'r"' ELEV. = 2s.9a_ T;tO,. / � `,�.o - DESIGN CALCULATIONS / / �r I '_-ELF V. = -26_.25_ LL /'s CC]CLTCnC7CG;n❑ �r J 6' e'.JA P ELEV . ;•!_�i r+ n n n n i L SCALf 'INCH = 10 E£r N+JMBE1? CN BEDPDOMS AL ELEv. _ _28.50_ / GAS ELFV _ I-� GARBAGE D(SPOSA( UN`" NO, NQL.AllOM1ED BAFFLE `---- - - c r . r� (? C _... _.._., - 27:92 o DISTRIBUTION 1 mrnl nuQ*FD rzow ELEV: o C C J O L1 C7 Cl C r C ❑ °' " ! ° 25 25 _ (11G GAL. Y X �_ 9R.)D_ CAL./bAy -_., ELEv - �1�,I T�py `' �o� o ° -' .. +"` �+ REOLnRE �� k CAPACITY �_' GAL, LI UID OUTLET - BOX.. (DB MIN.-�-�.�__;/ _. .. - .. — --- ._.. __ -_-- -- r .T __ f D SEP„ (TO BE PLACED ON FIRM BASE) _ �� " .a�"ti. iAn ��'- ACR/AL SEn77C rANN Cenery, Ty .:76I1Q_ GAi. 4 FEET 4 INCHES TO BE WATER TESTED 5 n e _ R I r -` � - `' w �� 50(L CLASSF7CA:1ON �- 5 FEE1 19INCH a F MORE THAN ONE OUTLET iB 2` 1500 GALLON 3-_�o c LLDN DPc_ >F „o,. N A 4 FEET 24 INCH ' DESIGN FEACO A OM RA fi �S'.S _MAN /INCH INCHES F?O RE PLACFn OrJ EIRbi BASE). :.1N AN 13__"-.X M5, X•? rRE'NCN FDRMr'_'TV Z_ !I WE,L;.- _: f'rr`tUENr LOAD'n'� P4'F _G A_ GAt.110AY%Sr 51 FEET 34 INCHES SEPTIC TANK TONE A _.� I A " LEACHING ARE4 644_ S0. 6T. Tn 1 1/2" CLEAN - SOIL AtSORPTION ,r NDF t�/ x - DOUE' E 'tiAS Ett STONE fA _. t H+NG CAF FRFE OE rINES k SILT SYSTEM (SAS)�_. (' . LFAC ACf?'Y' _4Z3- CAf..,/DAY USGS PROBABLE WATER TAR tt EV 91(1 _ > +• 1 FF$E W64OA 1-na'G CAPACITY 411_ 6AL.10AY. SEWAGE DISPOSAL SYSTEM PROFILE OaSrPVFD WATER TABLE ( ! FIE• – 9tA _ - 17 t+c� �JCT TO SCALE P COM OF ST pO- FI Ft i .9 _;-+<.. 7' ,IVOTE'S.' ' _. f !, (' ALL WORKMANSHIP AND MATEPIALS SHALL CONFORM TO D.E P. TITLE 5 .AND ARLA _.- ...,.. __ __ �` + , - L:.___-__-: .__� \_._ .._.__I�.-__._-.� THE TOWN RULES AND PFGULATIONS FOP THF SUPSURFACF DISPOSAL Or 25.E A 52 780 S. F. t , _ NA jJ)1J f 7 If t / SEWAGE. \ f 1 IE.. .iL T .� '! Y��r +l�f 1 LEIOWN D• 7 ALL COVERS TO SANITARY UNITS SMALL. RE FIROUCHT TO WITHIN 6" Or f ` / WATERWauUR-OFc ' s FINISHED GRADE. • 26.4 �.. j r �I 77-///�yy,}}�_ t . ALL-0OMPONENTS OF TH€ SANITARY SYSTEM SHALL BE CAPABLE Orr (_ [+ 32.90 �\ Llf VAIiLIN TJ I'd / WATFR VALVUF WTHSTANDING H-10 LOADING UNLESS THEYY AA�RE UNDER OR WITHIN ,o F�TMM1t n rAS LINE-- s --m .-_._ DRIVES OR PARKING AREAS H-20 LOADING . LLB USED UNDER OR /q J / GAS METER 10 FT. OF DRIVES OR PARKING AREAS \ JAl �• Y•O. � ��2� GAS VALVE 1k 4 ANY MASONRY UNITS USED TO BRtNr COVERS TO GRADE SHALL P. MOB TARED 33 29 \ / ELECTRICAL L INF r, -._. F IN PLACE, \'0 34.11 / w N0 DETERMINATION HAS BEEN MADE As TO COMRtaANCE YiTii DEEDED OR `.\ ' -.� /. ELECTRIC MP.TFP ZONING PEGULAnONS: OWNER / APPLICANT 15 ?O OBTAIN SUCH FL.ECIRIC RnX I - DETERMINATION FROM APPROPRIATE AJTHC�PITY, P;ECTRIC .MAN"Ol E i f UTILITIES SHOWN APE ArF'ROYIMATE ONLY, EXCAVATION CONTRACTOR 15 TO r >. Ps ! '•..-. $- •� O`. �.. ©•�'t Y��r q / ;ATCH BASIN �� � "DIG -SAFE' - T 1-880-144-773,N* AT LEArtT )2 NOl1P$ PP90P, ?•b _ CALL A 7 �] / 'F! 2€ CESSPOOL ,r. COMMENCING WORK ON S E A BJP✓ a `, rH 2��9 Lf.ACN PIT ta_ CONTRACTOR IS i^ VERIFY 'FADES AND ELEVATIONS AS WELL AS SITE It - - J+ ♦ - CLEANOUT or'r.O CONDITIONS PRIOR. TO COMVrNCtNG WORK ON SITE, AWY VARtAT!Ov 15 TR BF 2 Far f / ~• - Fxlc lnrr S nT e•c•,enn r nr ERCVGt47 TO THE ATTENn W (a` Tut nFcar,N rarnNEFP nIFAFT 1A rf Lv. N S 7' S (I , RFPP.CEL IS !N rLOOD^ZONE nc w n c cAp tI Ff?O�OSEC 1 yS rOrlTnnr. ).0 J'° A,,gr _i?7_..A, – 32.20 [7 A LEACH PIT 3.7E/'#-, �♦ TN. _ ., / "___.: o `nT ; CH 'h,J OJa T n encu e;A ,A c nc M(+,; c,_ r c R '� 0,0 A0sx- �+•... % '. r:',Fa ,! 25.aa f�r,r;l SP^,' clrE •. r nnl ' i'� .- ALI- SJ,. PITAO�_ "T;,,' .. F_ r - , ai t r7 0 A4SOR I f'w R. ,TFM W�4' DE STONE � � ae I ,.•I i r nn Ir,,, A - r �r o CO:",`PCT ;O 3.40 G a' 291 \ ,,x * ea, nT i C tAC nr T Err- rnn4r Aw^t,r.. Tux 11ONr5 STEM r11AEn3�t �r 'jy _ ..-L REr'LACEn N^Tu g4N0 A� S^cCTF!tC IN 3'0 *ROOF DRAIAIS' / •� HYDRANT EtiS4S l"T @ELQYL_�,AS.PIPEJN R'. 291A - LIGHTPOST �J 11 A ZABEL A+840 FIi_TFP S to PE 'NCTAI IFD n n1u 0LE Es. WFU ` Ci7F 3 ♦ \ SEWER UW-. < j Z7 l C ���5 t f SEWTR MANHOLE SO2 TEST I OCATlnrI t/ i l v 30t q S; TEI.EPHONF prix UTILITY Pnl F 1T1, 40 :.. 30.15 31.9 , \ • t e E + r 13.14 . % 30 6J`� 33 14 2A_BA LL ,sem.. \ ` Sfx ti,�J•f /'!1. 'iii- .fq�,ve 6 SHORTRD � APPROVED: BOA OF .WEALTH Iw CIVIL +� � 20 67/ 1 No 27489 C„ < 29-30 1f 2051 qQp \ ^�joT r rHt, t. f5 y r l 1855 -- (i 34 9lg Q, `� . ` aD D1 29 7O ,,- « 7' 1 DATE AGENT 29 05 pRoFOSED SEPTIC DESIGN 14.61 _ 27 3>z F©R % "9F r' 79 17,65 25 fi� IA 7A \.� j a 1 tz. 1��� t'x)jVGr�' J' ,,., ,,._ . •.– •� _,,; A&.?,� , A � � - 2 a � j OSE � LT.L Fi (JJI✓ R 139 MERCHANT A i�.r`. Y O UTH ,PORT, MA A VVan r 'v° Cdr 57tTAfE n� �f 1 O: z a r ! Y• / \ CJS fPE T t�€STERN POW) P. O. AVY 7044qy� r J 9 14 P. 2B�e !l FOLL1NS sca.rseaJrr S4U1N.17ENN/S�MASS. t726s0 a. t ` �lq�U� �53•� GS` fi ' � /` � A, � I ! fJnfLj------------ `sci�y�y,r IN,ecus 1,, w Alp DaTEy fit,0(i6 SCALEl 20' _ \? r►ar fes. � S/.,� �'�N �„ � �;�y� fRFv ('.I�aB N� i�r,'-11i194 scAtE f Lvr+a PO rlrr _ . t [- I,nCAT'10�Y MAP_. REV, SHEET 1 OF 1 _ _-_� c-----_ P.t- 12-1084 Gag+wcrth_RJ.OWG X2006 CRAIG R. SH�SRTJ