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Home My WebLink AboutEngineered Plan - 2012Timothy & K.M. Grimes r1.�o,>~ti.it5 Faith E. Hallowell & W. Churchill - Seth & Debarvh Martin INSPECTION PORT - (SEE DETAIL) 1 5' STRIPOUT AREA (SLE NOTE 3) 1 r Stre u u SITE PLAN VIEW SCALE' 1 = 201___ Edith E.. Hallowell & W. Churchill L 7' SYSTEM DESIGN DATA des t�+.anr�ryrc�m� I 1 � ?ESrGU ttADtFO: {:BF. At IiQ CPO- 4-0 WD AVG. DAILY rt:OW A 37 .y ;. SCP11C TANK REWIRED;: _..: {� X. 200M.- 880 CAL. OR 1500 GAL. 1011 AVGM � r'ILY '`► _. �` `� L -- 5ET'nC TANK PIiO�if)l:U; 15I;() t,ALLG�t1S OVAL COUP. I I I LEAChING AREA REQUIRED' Ado o.?41GPDJS.F. 597 s.l' , 5� _ .. _ -J L .,. AVG, DAILY FLOW ► Q i •.� i.) LONG TERM ACCEPTANCE RAM (LIAR) FOR ' e2 ltpt �. Q.74 ('1111: 5) ---- es• tAt T04 tw1 vzx r,• tarn rap PEHC.. RATE, , .S +txtrt tr:,2a 1 ✓+reuli c� � "�, 1-^14 Ite (Sir 3 Olt swc ,.. ntttr- , LEACHING AREA PROVIZED` BOTTOM AREA. (19)(40) o 600 S.F. rvC : x 4!` +k f 1_..+ a• a' amt n: E�� 10 -)t- r rt---t'sawT Ira tri_ -- - TOTAL AREA 4 i{UQ S.P s 7SOEES' CCt4t 'At Kart z I r'� z -ra' tuo• w ur. ut ►ctrt T' cttY.trr�r --1 W Witt i (ReSLE'vt tit r>j 1 L.EACItiHr; AREA PROVijEU poTl()m AREA: (20)(30) � 699 S.F. � 7/ TOTAL ARE&, 6GK7 S:F 1tT •• .i • ss: rsss rnr , ' NtJTa:: 5Yg7Elt IS NaT DEMO" A GARBAU'E G1RRIbM y 1 SJ r� Ir 1500 GAU-0N 2 COMP. SEPTIC TANK DETAILS SOIL 0MRVATION HOLE LOG 111, - 1 ELEV. i) TANK CONS-MUGTION VIALL CONFORM TO 310CIAR 15 225 ANO 224. ctenl raai sin sa arvtt rax ccsa rtit c+�c+ 2.) GUTL£T TEE CONFIMRATICrf SHALL BE. AS FOLLOWS t"UU1 Wet" ;tmsnne% 1s= CP[I i ATii Cf TEC TAW (1,110")M fLf.N ---_ _ -_- cr►+9t»�Y. s pe.Nrl) � 3 4' t4 - y CONSTRUCTION NOTES 3.) ACCESS COVM OVER 04LET TO BE BROUGHT TO %Vn tit 6' OF FINISif GRADE. ACCESS CG1wT d OVER F1LTEER (OUTLET) TO 13E 13"OLIGHT 1O nr, 1.) ALL CO\,TAS OUST BE BROUGHT TO V41HIN 5m OP FICIAL GRADE. FINAL GRAVEANDSECURED TO PREVENT UHAUTMI?Ci1ZE0 ACCESS. ALL PVC PIPE 10 BE WELDED NTH SOLVENT. !j) TANK SMALL BE. PI.AC.ED 0" (!101,11,1" 6- COMPACTED SIONE HASE.. 5.) Mtti. COVER 12". MAX. COVER 26% 211 EASTING AND PROPMD GRADING IS .TO BE IN ACCORDANCE %1TH DESIGN PLAN. L« 3.)I LOALI, 5UOSOI AND ANY UNSUITABLE MATERIALS ARE TO BE � { REMOVED FROM THE TRENCH AREA AND 5 AROUND, AND REPLACED Ki11t {-- _ _. _ � TIi - 2 11-15-12 ELEV. a 10.0 CLEAN SAND TO TOP OF PIPE GRADE. SAND SHALL. MEETl SPECIFICATIONS AS SET FORTH IN 310 CMR 15.255(3). [ 4.)I SEWAGE SYSTEM COMPONENT LOCATIONS ARE TO BE STAKED FOR t" VIA. UkET r LOCATIC�t1 AFTER AS -BUILT CERTIFICATION ANI? BACK --FILLING, UNTiL i SUCH TIME THAT FINAL GRADING AND LANDSCAPING HAS BEEN t COMPLETED. 5, )' ALL 'DISTURBED AREAS SHALL BE LOAMED, SEEDED, ACID STABiLIZED iMMEDMATELY UPON COMPLETION OF WORK. CONTRACTOR SHALL CO?J5L1LT ' 47H CIATIER AS TO FINAL LANDSCAPING . REQUIREMENTS. 6,) OR1V£WAY CONSTRUCTION SHALE. HE Iti ACCORDANCE Yf1T'ri YARMOUTH , .., ; • .• DPW REGULATIONS BY LICENSED CONTRACTOR. SEPARATE PEIIMIT CIPI" "tali h1 :Ci 041*01 :r1t "Wrcr Catt)x1 AZV EXISTING .CONTOUR M uo)ntra t LS' ` cab 'PROPOSED CONTOUR 51 i0Y1t 4/1 _ 2.00,7, EXISTING ELEVATION 111- 30, 1) SL lam 'i%6 - -^ ` 30-75' PROPOSED ELEVATION Jahn A. 8c Suzanne M. Casali ' ., - �oEI`P TEST HOLEfu "r_gG� C2 F SANO 6/z r ©d HQ tXAM1.. 50-12G" PERCOLATION TEST C SA?41) IM 6/2 TD ELEVAiTOP EXI57ING TREE uot'i.t s Arlt) v •4 ur, A mi, - ITr 7 o' ATA115 D TO ULLVAT1 35 TCSTNG 11ir)1T. WATER LINE 1iTyr_, YARratx,ITT BOAFM Or NEA Tit AGFNT 1.) S&S, SHALL CONSIST OF 1 15'x 40' LEACIMIG DID AS 5110'1.11 (iia PLAN. *` ,,�'Fy '�c• 1500 GALLON, .DUAL -COMPARTMENT 2) 13M SHALL HAVE G' CF I'' -1j' I)Lxrf3L.E WASI1ED LCACtI STOAL ULLIINC •� THOMAS LAND SURVEYORS + SEPTIC TANK 4, ! ; YL INLET INV. = 10.20 PROFILE �. 3.) rd�rlImUM a" LAYER •or Y.` •- h DOUBMLE ASHED PEASTONE SHALL BE PLACED OVER SAS. kIEETi)IG TiTtE 5 SPFGtF1CATiCx15 .All STOW SHALL OUT1-ET tNV.= 9.95 CCSrltiUi1F1A18, inc. ,. " ,; ` DiSiRIBUTION BOX ` ` 'F;�.. Lzd Odae1hRt7^ Evhws,Pkwkv VERT'; i 10 INLET INV. - 9.47 5)fAL. eE CLF:A)I. 1.1'b'rt_ A►r:') ti{J OUTLET INV.S = 9.30 5) BOTTCtti APO ABCs Or` CXCAVATTOti / 40` X 15' LEACHING 13M -CRRUSHED DOUBLE WASHED.STIONE BOTTOM OF STONE EL - 13.50 r. INV.S: *-ENDS =. 9.00 INV.S a BECiN.S " 9.20 oodeU kh 0 (RESERVE S: A.S.) 30' X 20' LEACHING BED WOOdeci INA..0;r4" - 1 " DOUBLE WASHED CRUSHED STONE BOTTOM Or STONE EL. = 8.50 114V:5 O.ENDS =' 9,00 1NV.S Q OEGIN.S 9,15 !O - Seth & Debarvh Martin INSPECTION PORT - (SEE DETAIL) 1 5' STRIPOUT AREA (SLE NOTE 3) 1 r Stre u u SITE PLAN VIEW SCALE' 1 = 201___ Edith E.. Hallowell & W. Churchill L 7' SYSTEM DESIGN DATA des t�+.anr�ryrc�m� I 1 � ?ESrGU ttADtFO: {:BF. At IiQ CPO- 4-0 WD AVG. DAILY rt:OW A 37 .y ;. SCP11C TANK REWIRED;: _..: {� X. 200M.- 880 CAL. OR 1500 GAL. 1011 AVGM � r'ILY '`► _. �` `� L -- 5ET'nC TANK PIiO�if)l:U; 15I;() t,ALLG�t1S OVAL COUP. I I I LEAChING AREA REQUIRED' Ado o.?41GPDJS.F. 597 s.l' , 5� _ .. _ -J L .,. AVG, DAILY FLOW ► Q i •.� i.) LONG TERM ACCEPTANCE RAM (LIAR) FOR ' e2 ltpt �. Q.74 ('1111: 5) ---- es• tAt T04 tw1 vzx r,• tarn rap PEHC.. RATE, , .S +txtrt tr:,2a 1 ✓+reuli c� � "�, 1-^14 Ite (Sir 3 Olt swc ,.. ntttr- , LEACHING AREA PROVIZED` BOTTOM AREA. (19)(40) o 600 S.F. rvC : x 4!` +k f 1_..+ a• a' amt n: E�� 10 -)t- r rt---t'sawT Ira tri_ -- - TOTAL AREA 4 i{UQ S.P s 7SOEES' CCt4t 'At Kart z I r'� z -ra' tuo• w ur. ut ►ctrt T' cttY.trr�r --1 W Witt i (ReSLE'vt tit r>j 1 L.EACItiHr; AREA PROVijEU poTl()m AREA: (20)(30) � 699 S.F. � 7/ TOTAL ARE&, 6GK7 S:F 1tT •• .i • ss: rsss rnr , ' NtJTa:: 5Yg7Elt IS NaT DEMO" A GARBAU'E G1RRIbM y 1 SJ r� Ir 1500 GAU-0N 2 COMP. SEPTIC TANK DETAILS SOIL 0MRVATION HOLE LOG 111, - 1 ELEV. i) TANK CONS-MUGTION VIALL CONFORM TO 310CIAR 15 225 ANO 224. ctenl raai sin sa arvtt rax ccsa rtit c+�c+ 2.) GUTL£T TEE CONFIMRATICrf SHALL BE. AS FOLLOWS t"UU1 Wet" ;tmsnne% 1s= CP[I i ATii Cf TEC TAW (1,110")M fLf.N ---_ _ -_- cr►+9t»�Y. s pe.Nrl) � 3 4' t4 - y CONSTRUCTION NOTES 3.) ACCESS COVM OVER 04LET TO BE BROUGHT TO %Vn tit 6' OF FINISif GRADE. ACCESS CG1wT d OVER F1LTEER (OUTLET) TO 13E 13"OLIGHT 1O nr, 1.) ALL CO\,TAS OUST BE BROUGHT TO V41HIN 5m OP FICIAL GRADE. FINAL GRAVEANDSECURED TO PREVENT UHAUTMI?Ci1ZE0 ACCESS. ALL PVC PIPE 10 BE WELDED NTH SOLVENT. !j) TANK SMALL BE. PI.AC.ED 0" (!101,11,1" 6- COMPACTED SIONE HASE.. 5.) Mtti. COVER 12". MAX. COVER 26% 211 EASTING AND PROPMD GRADING IS .TO BE IN ACCORDANCE %1TH DESIGN PLAN. L« 3.)I LOALI, 5UOSOI AND ANY UNSUITABLE MATERIALS ARE TO BE � { REMOVED FROM THE TRENCH AREA AND 5 AROUND, AND REPLACED Ki11t {-- _ _. _ � TIi - 2 11-15-12 ELEV. a 10.0 CLEAN SAND TO TOP OF PIPE GRADE. SAND SHALL. MEETl SPECIFICATIONS AS SET FORTH IN 310 CMR 15.255(3). [ 4.)I SEWAGE SYSTEM COMPONENT LOCATIONS ARE TO BE STAKED FOR t" VIA. UkET r LOCATIC�t1 AFTER AS -BUILT CERTIFICATION ANI? BACK --FILLING, UNTiL i SUCH TIME THAT FINAL GRADING AND LANDSCAPING HAS BEEN t COMPLETED. 5, )' ALL 'DISTURBED AREAS SHALL BE LOAMED, SEEDED, ACID STABiLIZED iMMEDMATELY UPON COMPLETION OF WORK. CONTRACTOR SHALL CO?J5L1LT ' 47H CIATIER AS TO FINAL LANDSCAPING . REQUIREMENTS. 6,) OR1V£WAY CONSTRUCTION SHALE. HE Iti ACCORDANCE Yf1T'ri YARMOUTH , .., ; • .• DPW REGULATIONS BY LICENSED CONTRACTOR. SEPARATE PEIIMIT CIPI" "tali h1 :Ci 041*01 :r1t "Wrcr Catt)x1 t(tt MCA 14 ' 11)' M uo)ntra of" rSr�VtR+11.. Itunn, ><MKI%*3 cO•T�T �! r tAa.ttl LS' A 51 i0Y1t 4/1 _ CRU#SCI. no nPAVEI, 111- 30, 1) SL lam 'i%6 - -^ UASS1W.. V. MI. 1,10 C 1AV 30-75' C1 U. SANG t()YR 5/4 - 5 GVAIIIED, . LOOSE. 140 GRAITt "r_gG� C2 F SANO 6/z 9 i` HQ tXAM1.. 50-12G" C3 C SA?41) IM 6/2 TD ELEVAiTOP S CMAINED. LDO E, NO c tiAt?i. uot'i.t s Arlt) v AT7_R CIiCol a ur, A mi, - ITr 7 o' ATA115 D TO ULLVAT1 35 TCSTNG 11ir)1T. x0 Of tut W. 1iTyr_, YARratx,ITT BOAFM Or NEA Tit AGFNT 1.) S&S, SHALL CONSIST OF 1 15'x 40' LEACIMIG DID AS 5110'1.11 (iia PLAN. REQUIRED 7.), WATER SERVICE .G;JFIS1TtUCtlOti SHALL BE Iii ACC0R0Ai�iCE - r-1 711 - 3 t1-15-12 ELEV. _ 10.1 YARMOUTH DPW REGULA iIONS BY LICENSED CONTTIACTOR. SEPARATE .J' OtA INLET PERMIT REQUIRED, Ql�TBtl�l�i14N...BQX.::1�Tt�lk�5. 1) DISTRIAUTiOU BOX StiALL C&IFORU TO 310 CUTE 15;232- 2.) AU. OUTLETS TO BE AT SAVE EIEVATiCTPl, AT LFASi 2" EI LLC)TY iHLE'T 31 PINES SHALL BE LAID LEVEL FOR HEIST 2 FEET OUT' OF DiSTR; BOX. avr" tkw 2"ka ;OKKI) Un WjtM4 Ki Tr 11iMt (t=Al -_n CMA (No"trul 'Vn ralntw - CWUt itsaxr:xx tns,clt nn Txxs 1WY3nwn i 04tdR) 0-12' A 51 tp rtt 4/1 _ - L'ritk�o, tlo f:zA`,'f 1 12-10- p 1UYFf SJC, --- UA.F.,IVE, V. FRI 140 CHAV. III -90' Ci V. SA`+tJ 19111 5f4 -_ i t;?iNNr[}, Ltl^t?. t10 G?AVLL 110--110" C2 F SANO IDTTt rr/7 9 i` `. GRAI'41). '.O G11A,V, )1UTRtS A)ri rATTT3 ENC:=NT-'1:1) A 90' - CI.F ' ?:G' A0114 TD ELEVAiTOP 3.5 tESTINC VkA'IC: tD (3Y 1,1IY 1 I ►1G*i[. TATNU)Y) 00A..R 17 1 A m AccNr ) ■ 4.) DISTRtHUT01 BOX S14ALL_ BE PLACED UJ witutiv 0, COW' TED PROP. GRADE STONE BASE. A1JD ITS LOCAt10N MARKED t%Ti1 METAL TAPC PERCOLATION TESL' RESULTS 11--15--12 PERCOLATION TEST RESULTS 11-15•-12 EXIST. GRADE g,} DISTRI.DtITION 0O)CES .IJURIED GREATER THAN NINE (9) INCHES ` BELOW GRACIE MALL BE EQ1rtPPED . NTTH FaRS. TEST }POLE DEPTH RATE TEST HOLE DEPTH RATE 11'i-2 55" (<2 MPI) Thi -3 54 (<2 MPI) 5' STRiP()UT AREA hiAGAtETIC �' REASTONE.�AYER ' ' 5 (SEE COST. tTQTL 3) ' �tAI�E ; - _(TyY�,) I CERTIFY THAT ON RP12lL, 1996 i HAVE EA55E0 THE SOIL EVALUATION EXA1riItaATiUrJ APPROVED BY THE 6Ef'AfiTME14T OF ENVIRONMENTAL P(Tp7ECTi0N AtJ(l THAT TIIi_ J n. Y.*...I .ef.�t>'•a `{'•1.^r�J;:'x4r i l: k.•,, lti- _ f ` tift'rulu EL�t� t+ ) :1 { r _. ABOVE AtJA1.Y515 WAS PERF10)R ,�E E CONSISTENT VA71'f THE RCOUIREIAFNI-:- m.•� t7 OD ;, F` «.- , : :' K :; , TRAI EX 2-E,TAN7t E CE DE ,R15E0 IN .SIU t;t,It 1501 7, �r®TaggY� tWsa��eprglelf€ fw t Till E I SECTION --A MAGNETIC THOMAS DIPERSIO - SOIL ALUATOR >�1� ��.Ee A TAPE END SECT)ON SCALE. HORIZ.: 1" = 2Cl' {t1.r 5.) GENERAL NOTES VERT.. 1' = 10' 2" PEASTCNE VIch1T r'IPl; CONNECTION 1.) ALL WORK SHALL CONFORM TQ 1HE MOST R€CENT EDiTIOtJ (1F 3111 CMR 1.5.()00, ilTLE I LAYER 0, 5, AND THE TOVIN OF YARMOUTH RULES AND REGULATIOINS FOR THE SUBSURFACE DISPOSAL OF SAUITARY SUWAGE. a yc rti q m o �� 5C}i 40 PVC PERT", o 00t1S"/ri. 2.) CONTRACTOR SHALT. 13E RESPONSIBLE FOR OBTAINING HCRtZONTAL AND VERTICAL I rn O fel In ca N 2213END COtITROL rROM THE DESICN ENGINEER. c_ ai m tri c:t t cri ai f t' , , ". i• 3.) CONTRACTOR SHALL VEFiIF`Y ALL PLUMBING FLOWS TO PROPOSED SEPTIC TAilI; AND SHAH. LOCATE ANY EXISTING SANITARY FACILITIES ON THE SITE1,10 LONGER IN USE AND F z F stn ... JCn PURIP OUT, FILL AND/'OR REMOVE IN ACCORDANCE VATH TOWN or YARMOUTH a to z U 3/4* -1 1/?" -f' �S1pE 5ECTILi11 REGULATIt3N5. zw1 STONE4.)t,;I 4.) CONTRACTOR SHALT. VCRIrY LOCATiON or EXISTING UNDERGROUND UTILITIES AND oCn .- _. --- _> CONTACT DIG -SAFE: AND LOCAL WATER I)EPARIVENT AT LCnST 1itr2EE (3) 130q, NESS DAYS X m 0flLf4LO CF -4 a IN ADVANCE OF CXCAVA11014 © 0 u. > in ACTIVATED CARBON `" L %`' AIR FILTEr5.) THERE ARE NO W4ETLAtIDS OR %-ELLS %1711111 101 FEET OF THF. SEWAGE SYSTrM P -S a _ r'r:gnC ;Fl) C.ririClV CAALAP '�� PROPOSED, 1- 6. THIS PLAN IS NOT INTENDED TO OFFER ANY DETE.RMIr1ATiON AS TO COMPLIANCE 0TH 'I M �}� `H ur �a;. DEEDED OR ZONE RESTRICTIONS OR REGULATIONS: REFERENCE IS VA11E TO ZONING s V'� 130ARD Gi• APPEAL t}ECI51414 #3808. i Pic NtS t - 34. `--- T) SITE LIES Vr1THIN FLOOD ZONES A n MAP #250015 00050, 0 A1ED u Dr'BLEA0ONG t" "CtiIC7 PVC �'JLY , 1992. n 131(1 IRAN FC'LI) PIPEsop r �� cI�t<s tn�•3 ii,) ASSESSORS REFE. MAP._�+34. PARCEL ,.#27 � ti fG1S;E Vctti DETAIL MUST BE MADE 411 tl�U?S tF ,ZiSTS FO E17F (N, r s)RCIPOEED GRAUt ADVANCE. PROP. GRADE - 3' tanx.= 'r o, IaA3'�:En w/1AE.T�`s�,�r;CREW SEWAGE DISPOSAL SYSTEM DESIGN PLAN D .0 1 12012 ' EXIST, GRADE a T.0,C.-13,0 a -' tf:rr:tarJC, �3E[) (trig) 3 APPLICANT: JOSEPH TRAINOR H LTH DEPT. at (( IT4 AREA u °.; ° • �NAr. occi %trTir)G �• ," )rtAtlf2tAL f)F+, LOCATION: 82 SOUTH STREET «.. SOUTH YARMOUTH, MASSACHUSETTS L ., ... «.. •••. <.'t,, 5' STRIPG • (SEE CONT NOTE 3) �, 01 '.� ,�r.r) T,t.L (rrc I ' ' '+r • g iT.nt'. CE57t:IIE1T E3Y: aC/+LE. UAC; TW -6'r2 E STED E'9fGY 35' POR T_. DE TAI1. __ _�_ TO AS NOiCfI - -dal.,$' St:h�1{I PVC 113' SrCyt14t7 PV' DRAW E3- JOEL tv J()(3 PATH IW 2.22% 0 2.67% Dd ©LF't� I ) LEACHING BEI) DE3'1411.5 ...�*-• Tu �55D \sdskpra 25�:�\�i+�c�\u tCt tyltam.dWq 1.) S&S, SHALL CONSIST OF 1 15'x 40' LEACIMIG DID AS 5110'1.11 (iia PLAN. *` ,,�'Fy '�c• 2) 13M SHALL HAVE G' CF I'' -1j' I)Lxrf3L.E WASI1ED LCACtI STOAL ULLIINC + ._' Tii(:Ml�qir. r Ou E 1t.51o.:Jr1 T THOMAS LAND SURVEYORS TTTIi 5 SPiCtFTCAT1o1JS ! ; YL PROFILE ' 3.) rd�rlImUM a" LAYER •or Y.` •- h DOUBMLE ASHED PEASTONE SHALL BE PLACED OVER SAS. kIEETi)IG TiTtE 5 SPFGtF1CATiCx15 .All STOW SHALL + t�C CCSrltiUi1F1A18, inc. SCt•LE: HORIZ.' 1 = 2O� CERTIFIED BY IRE SUPPLER LAS UEETCtIG TTTL.£ 5 SF'ECS 4,) SAS GO iSTI1JC1101 51411Lt. Bf' w ACGORQA)10E V51Ti1 310 CSAR 2+0. ` ` 'F;�.. Lzd Odae1hRt7^ Evhws,Pkwkv VERT'; i 10 5)fAL. eE CLF:A)I. 1.1'b'rt_ A►r:') ti{J 5) BOTTCtti APO ABCs Or` CXCAVATTOti