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HomeMy WebLinkAboutDecision 2302 Sewage Disposal System DesignSOILTEST PIT DATA: INDICATES _ INDICATES PERC. -� OBSERVED TEST GROUNDWATER TP w'l TP Z TP TP GRD. EL. 9' f� GRD. EL. 451. zJ GRD. EL. GRD. EL. — ^ W. EL. /-0o GW. EL. / 70 GW. EL. DATE: DATE: DATE: DATE: TEST BY: TEST BY: TEST BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: I - c.':. > x:?, i PERC. RATE: PERC. RATE: PERC. RATE: MIN,/INCH Z MIN./INCH MIN./INCH DATE: TEST BY: WITNESSED BY: PERC. RATE: MIN./INCH DATUM: VERTICAL DATUM: �,3 , BENCH MARK USED: FIYDP-AOT T-Acl T3oL_T III '5Z % E•LEV IS, #4 T -AY -EN FIZoH A PLAN LLy TltE Tota" of YA R_ FA o uTR-t E FJC, t h 7E E R I IJ C� DEPT OF- TT} (✓ PRrJAoSE►7�/\RL t Acll_I-f Y,Dc)p_c-H tPRnpr__RT H ►G H CP_O UK)b v,)AT F2 LLVF_-.L G0)`APUT,4 (10K_')' STEP I- Measure depth to water table to nearest 1/10 ft. __._.-._..___......_._.-_______._._..____.•__._. Date omh/Qav/Year STEP EP 2 Using Water -Level Rance Zone C11 PRAMLAN9GRAM NOT TO SCALE and Index Weff Map locate - 4" INVERT AT SEPTICTANK0n) i11,51 Af-,E, EQUAL. site and determine: ......�� NOTE: LEACHING CHAMBER TO BARNSTABLE VILLAGE, MA 02630 DTESI OAppropriate index -- _____ I I-Z1-� /A.>VA-PTS, 5�1�'T1C Tli-)J�1 L DIST. BOX TO WITHSTAND HZO LOADIN(' DRIVES OR TRAVELED © Water -level range zone 3� p� c>. A. WAYS. / z NAN"OLE CDVrri t=. ----� eaa,c.,r To c1N,� r.z,, t 3 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF Water Resources Conditions" -- Z >1 cr7 cE r{cN GALLL+ INLET PIPE EXCEEDS 0.08 FT/FT. OR IN L z •i determine ci,rrent depth to PUMPED SYSTEM. Q �_ DATE: DATE: DATE: DATE: TEST BY: TEST BY: TEST BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: I - c.':. > x:?, i PERC. RATE: PERC. RATE: PERC. RATE: MIN,/INCH Z MIN./INCH MIN./INCH DATE: TEST BY: WITNESSED BY: PERC. RATE: MIN./INCH DATUM: VERTICAL DATUM: �,3 , BENCH MARK USED: FIYDP-AOT T-Acl T3oL_T III '5Z % E•LEV IS, #4 T -AY -EN FIZoH A PLAN LLy TltE Tota" of YA R_ FA o uTR-t E FJC, t h 7E E R I IJ C� DEPT OF- TT} (✓ PRrJAoSE►7�/\RL t Acll_I-f Y,Dc)p_c-H tPRnpr__RT H ►G H CP_O UK)b v,)AT F2 LLVF_-.L G0)`APUT,4 (10K_')' STEP I- Measure depth to water table to nearest 1/10 ft. __._.-._..___......_._.-_______._._..____.•__._. Date omh/Qav/Year STEP EP 2 Using Water -Level Rance Zone REVISIONS: PRAMLAN9GRAM NOT TO SCALE and Index Weff Map locate - 4" INVERT AT SEPTICTANK0n) i11,51 Af-,E, EQUAL. site and determine: ......�� NOTE: LEACHING CHAMBER TO BARNSTABLE VILLAGE, MA 02630 DTESI OAppropriate index -- _____ I I-Z1-� /A.>VA-PTS, 5�1�'T1C Tli-)J�1 L DIST. BOX TO WITHSTAND HZO LOADIN(' DRIVES OR TRAVELED © Water -level range zone 3� p� c>. A. WAYS. / Using monthly report "Current NAN"OLE CDVrri t=. ----� eaa,c.,r To c1N,� r.z,, t fo R EV IS ¢ S t T>ti Y) L1 • 27 - $ 1C7/i 1L 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF Water Resources Conditions" -- Z >1 cr7 cE r{cN GALLL+ INLET PIPE EXCEEDS 0.08 FT/FT. OR IN L z •i determine ci,rrent depth to PUMPED SYSTEM. Q �_ -7- 'C SOUTH SHORE DRIVE water level for Index • ,"i�� K T'2&As( •,.- \ GENERAL NOTES: . M"I WILL 6"Y'Fe Gfi OT 'to rgvl 4sw m nmrvear EkPAN)bSb Iti FLJTUMFL 10 5000 (3173D (I000 PP_0PLf,) STEP 4 Using Table of Water -level Adjustments El CT h CONSTRUCTION OF THE SEWAGE for index well (STEP 2A), current depth ,<»<<. 'E'E ns a n. e di DISPOSAL FACILITY ONLY. to water ley-! for index we!1 (STEP 3), 2. ALL CONSTRUCTION METHODS AND ZO " `' I.t; --�-L` z' and water-fevel zone (STEP 28) 1L ;, DATE: DATE: DATE: DATE: TEST BY: TEST BY: TEST BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: I - c.':. > x:?, i PERC. RATE: PERC. RATE: PERC. RATE: MIN,/INCH Z MIN./INCH MIN./INCH DATE: TEST BY: WITNESSED BY: PERC. RATE: MIN./INCH DATUM: VERTICAL DATUM: �,3 , BENCH MARK USED: FIYDP-AOT T-Acl T3oL_T III '5Z % E•LEV IS, #4 T -AY -EN FIZoH A PLAN LLy TltE Tota" of YA R_ FA o uTR-t E FJC, t h 7E E R I IJ C� DEPT OF- TT} (✓ PRrJAoSE►7�/\RL t Acll_I-f Y,Dc)p_c-H tPRnpr__RT H ►G H CP_O UK)b v,)AT F2 LLVF_-.L G0)`APUT,4 (10K_')' STEP I- Measure depth to water table to nearest 1/10 ft. __._.-._..___......_._.-_______._._..____.•__._. Date omh/Qav/Year STEP EP 2 Using Water -Level Rance Zone REVISIONS: PRAMLAN9GRAM NOT TO SCALE and Index Weff Map locate - 4" INVERT AT SEPTICTANK0n) i11,51 Af-,E, EQUAL. site and determine: ......�� NOTE: LEACHING CHAMBER TO BARNSTABLE VILLAGE, MA 02630 DTESI OAppropriate index -- _____ I I-Z1-� /A.>VA-PTS, 5�1�'T1C Tli-)J�1 L DIST. BOX TO WITHSTAND HZO LOADIN(' DRIVES OR TRAVELED © Water -level range zone 3� p� c>. A. WAYS. STEP 3 Using monthly report "Current NAN"OLE CDVrri t=. ----� eaa,c.,r To c1N,� r.z,, t fo R EV IS ¢ S t T>ti Y) L1 • 27 - $ 1C7/i 1L 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF Water Resources Conditions" -- Z >1 cr7 cE r{cN GALLL+ INLET PIPE EXCEEDS 0.08 FT/FT. OR IN L z •i determine ci,rrent depth to PUMPED SYSTEM. LAYEF —_ —elk i,rtl uact _ �_ 5 8 'C SOUTH SHORE DRIVE water level for Index • ,"i�� K T'2&As( •,.- \ GENERAL NOTES: . M"I WILL 6"Y'Fe Gfi OT 'to rgvl 4sw m nmrvear EkPAN)bSb Iti FLJTUMFL 10 5000 (3173D (I000 PP_0PLf,) STEP 4 Using Table of Water -level Adjustments El CT h CONSTRUCTION OF THE SEWAGE for index well (STEP 2A), current depth ,<»<<. 'E'E ns a n. e di DISPOSAL FACILITY ONLY. to water ley-! for index we!1 (STEP 3), 2. ALL CONSTRUCTION METHODS AND ZO " `' I.t; --�-L` z' and water-fevel zone (STEP 28) 1L ;, MASS. D.E.Q.E. TITLE 5 AND LOCAL determine water -level adjustment ___..__.._ -._..-.____ _ Q' 9 STEP 5 Estimate depth to high water -TTFi angios B� T�f`� vl Eu) ca�ss sF�t Ic.'J by subtracting the water - OR TRAVELED WAY SHALL BE level 2diustment (STEP 41 SCHEDULE 40 OR EQUAL. from measured depth to water /' level at site (STEP 1) ......................... 4. AL4 150>rLS SEPTIC TANK DETAIL: 4000 GALLoQ NOT TO SCALE N•Zo Loop/u4 NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON, REINFORCED CONCRETE. SCHEa 40 PVC OR CAST -IN-PLACE CONCRETE. TEES 2. SEPTIC TANK TO WITHSTAND H 20 LOADING TO BE CENTERED UNDER MANHOLE COVER. 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE 13.'1 2" MIN COVER NORMAL WATER LEVEL r-= - - - - - - - - - - - - - - - - - -� r„ 1 I 3., INLET TEE ' C-7 PRECAST I,. / ;Ik. [OU , ✓ 4'- 0" MIN. OUTLET SEPTIC I'S 0 LIOUID DEPTH TEE 7 s1 _ TANK 1•T71ff _ 1 1 1 I OBOTTOM ON LEVEL STABLE BASE O,�D a PLAN om— PLAN VIEW CROSS-SECTION VIEW T�P)CA, L PAVEMENT PE.•TAIL. W07 TO SCALE DISTRIBUTION BOK DETAIL: LEACHING 1=AGILITY DETAIL• NOT TO SCALE J� 1 1 1 I I U PRECAST I - 3o" ; I DIST. I I BOX f I j I I PLAN VIEW REMOVEABLE� CNA 3 � P, W_ •.' T J1 I' 1 r -T SEE 1 � NOTE 2 �i�� 4"OUTLE7 L F7ti 1.. CROSS-SECTION 12" GTZc)'VE.L 4" c4 IRONC1rS • REVISIONS: PRAMLAN9GRAM NOT TO SCALE NO. DATE QQ 4" INVERT AT SEPTICTANK0n) i11,51 Af-,E, EQUAL. NO. OF OUTLETS: —1_ NOTE: LEACHING CHAMBER TO BARNSTABLE VILLAGE, MA 02630 DTESI WITHSTAND ODING V, WHEN LO ATED UN ER I I-Z1-� /A.>VA-PTS, 5�1�'T1C Tli-)J�1 L DIST. BOX TO WITHSTAND HZO LOADIN(' DRIVES OR TRAVELED Z S'2$ -SG 6fP'T)L YANG 3� p� c>. A. WAYS. a -IS 8rn Ante LITE. bF.TAILS TITLE: NAN"OLE CDVrri t=. ----� eaa,c.,r To c1N,� r.z,, t fo R EV IS ¢ S t T>ti Y) L1 • 27 - $ 1C7/i 1L 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF SYSTEM IVB A DESIGN -- Z >1 cr7 cE r{cN GALLL+ INLET PIPE EXCEEDS 0.08 FT/FT. OR IN L z •i FOR PUMPED SYSTEM. LAYEF —_ —elk i,rtl uact _ �_ 3. FIRST TWO FEET OF PIPE OUT OF DIST ' I r-? - '-Q'*��' _ 1 4 SOUTH SHORE DRIVE BOX TO BE LAID LEVEL, ,"i�� K T'2&As( •,.- \ GENERAL NOTES: . M"I WILL 6"Y'Fe Gfi OT 'to rgvl 4sw 4' I LEACJ�I 4ALLL�' I Z, 3k' IVr,. a ,\ / 3.Z9' EkPAN)bSb Iti FLJTUMFL 10 5000 (3173D (I000 PP_0PLf,) �HSIEO - t� s �c 1. THIS PLAN IS FOR DESIGN AND El CT h CONSTRUCTION OF THE SEWAGE ,<»<<. 'E'E ns a n. e di DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND ZO " `' I.t; --�-L` z' MATERIALS SHALL CONFORM TO 1L ;, MASS. D.E.Q.E. TITLE 5 AND LOCAL �'------�' _ BOARD OF HEALTH REGULATIONS. -TTFi angios B� T�f`� vl Eu) ca�ss sF�t Ic.'J 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. - -- -- - INVERT 11=3 CA/ 4. AL4 150>rLS 12" GTZc)'VE.L 4" c4 IRONC1rS / T % 1 . 5f-1I:NL.L 13.E�. wg7F�.V_ -rieS'TV I) PRAMLAN9GRAM 4" INVERT AT BUILDING TO VeF-IFY INVtRT ELEVATIoNg BritCk Lt=vf.t.1236 4" INVERT AT SEPTICTANK0n) i11,51 Af-,E, EQUAL. CoARsE ser 1&3 Ee-T> C>F� / 4" INVERT AT SEPTIC TANK(out) 1.065,FULL — BARNSTABLE VILLAGE, MA 02630 4" INVERT AT DIST. BOX0n) /0.qb I" BIT COLIC WEAR I °--'—� >! t,L`�–•' ' I 4`MILo L -POLY vsn PE.ASTOwt E 5VRFAC(CLR55_1 is 4" INVERT AT DIST. BOX(out) /O. (sr OTHERS) 41,LA%(SP- PSASTOWC411 INVERT AT LEACH . (_ 59 CONSTRUCTION NOTES: - Y q 1, ALL. PAVED A1 -2 -EAS W5TUR13EV 8� C' BIT ColJC tz-1 t3 4 MIN o1= 80TTOtv9 OF LEACH G,l�it1 Ey': �v (t7 PRoPoSiWD Ga►.SSTFtt�GTto>J SHRLL GAARSE (Tri-,) ' 5e- CoveJ7,ST> wrni 12. 161Z=)VsL (SN o�s=Rs) VAI, ToIy2." ADJUSTED GROUNDWATER ELEV. 2./0 �• to \ A1..tDc.ot�f1PAC1'Fb `rb t�IATGH OBSERVED GROUNDWATER ELEV. �'�� r,X1STt>� An3AGEuT stvlavES, �o zo IZ!' COMPACTED GPAVEL STO)!Q �A OR J ti , 4„ DENSEGRAbED �' ARfcGRS'i col.�caaTe Z°FUTURE 5EPT1G 5Y$TE>vl YP.,OCE55 bT>FJE CHER PfPcwNG PIT +I --2p I,pAaIrIG XpA13S101.3 5H�1LL 13 1 1: >,IS�'RLL>;j> �' �EARaeul>uG LC 7 EL 3.}. MisjIM1JN1 A>~f, s� Rpt>1T10IJAt_ PAt:Z-K-I JG C01�1PACT'ED SCt3GF{AbE v A►..>Tj BEQIGN AP-SRNRv1: gE>:1.1 ' LA/ 6PT DIA MIN q/ $O( TOM OF cpK) gAS11� EXPALJbEZj �$i aTNERs� . SHRLL R£ STAT LEgS-f 3 FuTuRE 9EPT1C S`C5TEM 1' A1SoVE Ao3Uss rED wA-I•'E•7Z S,rA^IMRO PRECg5T LFljCt11M6 $ASN FILV-VATION EkPAUStor.l sF{gLL BE mAVt✓ i %N A>c,Di sG 4 C,ALL>rX5 TO EF1C1� r,fcr To eCRLF_ F_lJD of= PIZ0P0,51;a rows o r GPILLE'lf S IIJ ACCOt_T?Ht`iC£ W1Ti) T 1TLI:s . DESIGN CRITERIA:' DESIGN FLOW. 5 _IC !'F�.t- T!>r LE -T wn57� 6i_, c -y � `• G4L�pF r,c. /n<tY 777z_f / _7_ D Peeru4 es 075 GPD A)fAl S_kop/Y1_- REQ IU RED D P SEPTIC TANK °ten' CAPE COD SURVEY TWO TAIJIC5(20 CONSULTANTS GAL. SEPTIC TANK PROVIDED: = 4000 GAL. 3261 MAIN ST./ROUTE 6A Two Pr.ovt b 1,1) BARNSTABLE VILLAGE, MA 02630 SIZE OF LEACHING FACILITY REQUIRED: (617) 362-8133 DESIGN PERC. RATE: - .__ -G Z'._ MINANCH DIVISION OF BOSTON SURVEY CONSULTANTS INC. 3� p� ENGINEERING • SURVEYING • PLANNING — - - - -- --- - TITLE: SEWAGE DISPOSAL SIZE OF LEACHING FACILITY PROVIDED: SYSTEM IVB A DESIGN -- Z >1 cr7 cE r{cN GALLL+ - - e_i FOR PARKERS BEACH _- -- Siv�'S f""`7�J_5F 1C Z5=2Z2';PD BATH HOUSE Tr9�23 3So/ .c PD SOUTH SHORE DRIVE S. YARMOUTH, MA. FVT'L�R�. E-XP�t�s�slaN: LEAC 41UG 16VZTEN1 S+tOWt t MAY ISE EkPAN)bSb Iti FLJTUMFL 10 5000 (3173D (I000 PP_0PLf,) PREPARED FOR: 8`f (ibt>1+.1G a GA't TO EACH ROW OF GflLLEtfS• TOWN OF YARMOUTH 2 ROWS OF 20 - 'I'v 9 ' LEACH GA UV YS tdI`TH g' STOWrt. ALL A1Zc)0Wi): E=ACH R 0W SOTT09= 1056sF Y, 1, o = 105G GPD SIDES G176SF XZ.'5 = E54S GFI> TOTAL 1614 5F 'Z6 OI DP -T" 334$SF 5202 6Pb �T OTA L DATE: COMP./DESIGN: ,I CHECK: P� ' DRAWN: G.G.M. FIELD: G.G.M./J.V.B. s , tJ Jj FILE NO: DWG. NO: /G y 7 JOB NO: 1539-00 SHEET: OF: Z