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Home My WebLink About817 Route 28 Septic Upgrade (Phase II)NO GARBAGE DISPOSERS ALLOWED WITH THIS DESIGN NOTES 14.46 1. DATUM NGVD TAKEN FROM T.O.Y. BENCHMARK TAG BOLT #202. // DES.�'GN A" 11 DESI GN B" 2. MUNICIPAL WATER IS AVAILABLE. 3. PIPE PITCH TO BE 1/4" PER FOOT. t 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H f0. f4.24 DES DESIGN SEPTIC DESIGN 5. PIPE JOINTS TO BE MADE WATERTIGHT. �SE G. CONSTRUCTION DETAILS TO BE IN ACCORDANCE MASS. DESIGN 1 LOIIS: DESIGN FLOWS: 14.18! [o {�[� ENVIRONMENTAL CODE TITLE V. l UMTS 19+20: 2 BED. (> 10 GPD) = 220 GPD UNIT 14: f BED. (I 10 GPD) = 1 > 0 GPD 7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED{4i J 13.75 UNIT ;f 8: 1 BED. (110 CPD) = 1 f 0 CPD UNIT 12: 2 BED. (220 GPD) = 220 CPD t GAS LrNY TO Bs /{v ti t� UNIT 17: f BED. (I 10 CPD) = f 10 GPD UNIT 11: 1 BED. (f 10 CPD) = f t 0 CPD FOR LOT LINE STAKING. a �EVZRGRE NS{`= . RESERVE A llHdx {J {o UNITS li' +f 6: 2 BED. (110 CPD) = 220 GPD UNIT 10: 1 BED. (I 10 GPD) = 110 CPD 8. SCH 40-4" PVC TO BE USED THROUGHOUT SEPTIC SYSTEM. � RESERVE AREA is • {� � 9. OWNERS ENGINEER TO INSPECT AND CERTIFY ALL SITE WORK PadnaD ,�b O's 77, 10. EXISTING CESSPOOLS TO BE PUMPED AND REMOVED. {" �, '� SEPTIC TANK DESIGN: SEPTIC TANK DESIGN: 11. D'BOX TO BE WATER TESTED FOR LEVELNESS. t° TANK 1: 220 CPD (1.5) = 330 GALLONS TANK 1: 220 GPD (1.5) = 330 GALLONS 58g� USE A 1000 GALLON SEPTIC TANK USE A 1000 GALLON SEPTIC TANK 12. CONTRACTOR TO VERIFY LOCATION OF ALL SITE CONSTRUCTION. 13.96 t4 �D� WANK 2: 110 GPD (1.5) = 165 GALLONS TANK 2: 330 GPD (1.5) = 495 GALLONS UTILITIES PRIOR TO fs' USE A 1000 GALLON SEPTIC TANK USE A 1000 GALLON SEPTIC TANK ' 13. SEPTIC TANKS AND PUMP CHAMBERS TO BE )PATER PROOFED TANK 3: �30 GPD (1.5) = 495 GALLONS WITH 6 MIL. OF MASTIC RATER PROOFING. / ` USE A.1600 GALLON SEPTIC TANK C 14.71 c� LEACHINf' DESIGN: LEACHING DESIGN: TITLE V VARIANCE REQUEST. '{N O �fA / BOTTOM 4REA: 377.1 S.F. 1.0) = 337.1 CPD BOTTOM AREA: 2(22.75x7) 1.0) 318.5 CPD TITLE P PdRldNca REQUESTS: _ .` �1G {� ,;k 1� ftA3tP POST APPROXIMATE SIDES: 135 a.f. (.92') (2.55 = 310.5 GPD SIDES: 2(2(22.75+7)) (.92'� (2.5) 273.7 GPD !. CAS LINE - cMR 1s.os (7): sEPTTc TANK ro BE to' FROM CELLAR Z CAPTAIN LOCATloN ds TOTAL r 461.3 S.F. 647.6 CPD TOTAL 428.0 S.F. 592.2 GPD - WALL. IR 15-03 Q(7) sEP77AC TAANa TO BE (DESIGN to, FROM SSA 2�6" SIIIDCLIFF - LOCATED Ic SAFE. USE (f) LEACHING TRENCH WITH 8 INFILTRATORS USE (2) INFILTRATOR LEACHING TRENCHES WITH PROPERTY LINE. REQUEST A PARIANca of r FROM THE �� - / I - AND 2'.(F STONE ALL AROUND. - 3 INFILTRATORS PER TRENCH AND 2' OF STONE I SIDE PROPERTY LINE. (DESIGN A) {� ALL AROUND. POLE - CMR 15.03 (7): LEACHING FACILITY TO BE 10' FROM PROPERTY LINE. REQUEST A VARIANCE OF 3' FROM THE FRONT PROPERTY LINE. (DESIGN B) "Uv t 11.81' Ii RESERVE AREA REQUIRES A VARIANCE OF 8' FROM THE SIDE PROPERTY LINE. (DESIGN A) - it_ - _ - O I PROP. 1000 BENCHMARK TOP OF WATERGdTE Ar ELaP. 12.er 93 INV rTANK saPrrc SEITIC PROFILE (DaslcN B) j /j 5 PROP. 1000 . 7 /OT 0 SCALE CAL SEPTIC lN) TANK TO BE [ y N NY 2 USED AS A T.O.F. AT ELBE 12.1 PUMP CHAMBER FRAMES AND COVERS TO WITHIN f' OF GRADE 5 13.36 112.79 p CEA)WLIN13.13 Sys/ t J $ �FEP g 1836 p o dL 12.3 ± SL. 12.3 ± p INV. 1: l0.0± DB9 �ST AND'� "�. 4 INV. 2: f0.0±----LLLLLL��JJ OFF TO / ROPE FENCES �_� ! OPCO INV. 3: 10.1± I SEE SEPTIC DESIGN DBOX •� : - p 11.1 ti INV. 4: f 0.1 ± CALCULATIONS FOR 1000 CAL O { Vl INDIVIDUAL SEPTIC INLET dL 9.P5� I PUMP E" PRESSURE it ® / W TANK SIZES. CHAMBER PIPE TAI 1: 9.50 TANK f: 9.31 -CEI O /4' A 7Ylrx 2: 9.96 �- TANK 2: 9.71 12.91 NOfF SX:s.rvG-1./Ar�R I4 T ROSE OF 13.03 5t. \ - ��.�� ' ✓./�'F DoE.o Nol'CcrtE • INV, 3 �. �. r r!try *o d�_ f �\ SSARON��fr 8�4Gg �`�`� spprrG ' ��t' / DEPTH OF PLOT = 4' INLET TEE: PUMP CHAMBER 17TH ZOELLER �. •J - ST7n_- INV. 4 ufo PROP. 1000 i rEE slzds. CAL SEPTIC INLET = r0' - DEPTH = 10' 293 (1 HP) DUPLEX ALTERNATING 11�'�7Y3 A TANK j OUTLET = r9r HEIGHT = 6' PUMP SYSTEM (OR EQUAL) . J 12.78 f 3.04 / �8�58 //.tit�� ti �4t1 n n //.elY - CESSPOOL KEY MAPLE REE .................. { r qb EXIST. CONTOUR-g1SS1, r +4 WATER LINE W �O t\ y O *- � . ` . � '� I - . INP. 3 CAS LINE P POWER LINE P- n.- SPOT ELEV. .... 12.18 EXIST. INVERT ......... INVERT 4 n„ 'o. w �.3� t� `Sa\ �• OP. MOO _. \ d I wn c aP e engineering., ering., inc. 91 _ CIVIL ENGINEERS LAND SURVEYORS Rte YARMO UTH, MA 'ETD � H ' f � , `"c ✓' ; ''•+,, d .y f•c. cf `�r 1�• �M :t¢ CJFLq I ' rdo :az 1 0JALA ! G x ARN DATE 12.39 � k w • •oma ; � 11.55 GAL SEPTIC TAM �_ 12.84 jO 1/pi0 ! PRO O GAL' TAN BUILDING ZONE: GENERAL BUSINESS MINIMUM LOT SIZE = 20,000 MINIMUM FRONTAGE = 125 ft. SETBACKS: FRONT =30' SIDE = 25' REAR = 20' MAXIMUM BUILDING COVERAGE = 25% FLOOD ZONE B VENTILATION 12.74 12.5 DEPTH = 4' - - i FOUNDATl "F- v -f PTF -c' - croT•rr 'TJ AW VARIES' PUMP CHAMBER_ _ VARIES' D' BOX 92' 'TIC PROFILE (DESIGN A) VENTILATION PI (. 0T !•C SGti r) T T. A r-**. f 1 F?jM7 4..r CCWEP.s TO -=Z: P of GPADl - Y 1000 SEPTIC EL 1 f.9 ± dL ! f.9 INV, f: &1± INV. 2: 8 ±OFF TO DB9 INV. 3: 8. ± I DB INV 4: 9 + Sdd SEPTIC DSSIGS' I I l000 GAL - INLET 7 EL 43 CALCVIArroYS FOR 2' PRESSURE LYDIWTDUAL SEPTIC PUMP T X 1: 8.50 T.LYE SIZES. TAKE f: 8.15 CHAMBER PIPE 11.38 TANK Y: 7.13 E; TWX 3: 8.12 TANK 3: Z87 11.53 TES DEPTH OF FLOW = 4' INLET TEE: PUMP CHAMBER WITH ZOELLER TEE SIZES: DEPTH = 10' 293 (1 HP) DUPLEX ALTERNATING, INLET = f0• HEIGHT = 6• PUMP SYSTEM (OR EQUAL) OUTLET = fsr Aw zus ENG DEPTH = 4' N STOCEADB _ 0j FENCE -- FOUNJAMN-VARIES'- SEPTIC TANK VARIES' PUMP CHAMBER VARIES' D' BOX. 0 PROP. f000 CAL. SEPTIC �.. ,t 23 TANK C TH 4 SWAN MED. POND CAL SEPTIC SG ° ZOELLER MODEL - ALARM AND CONTROL y 00000 b USED AS A v: LOCUS {.� PUMP CHAMBER r o a TEST. EOl;E LOGS I OF FRONT BUILDING SO c. ev D I LOCATION MAP (NO SCALE) ENGINEER: JAMES. C. JODICE BUILDING ZONE: GENERAL BUSINESS MINIMUM LOT SIZE = 20,000 MINIMUM FRONTAGE = 125 ft. SETBACKS: FRONT =30' SIDE = 25' REAR = 20' MAXIMUM BUILDING COVERAGE = 25% FLOOD ZONE B VENTILATION 12.74 12.5 DEPTH = 4' - - i FOUNDATl "F- v -f PTF -c' - croT•rr 'TJ AW VARIES' PUMP CHAMBER_ _ VARIES' D' BOX 92' 'TIC PROFILE (DESIGN A) VENTILATION PI (. 0T !•C SGti r) T T. A r-**. f 1 F?jM7 4..r CCWEP.s TO -=Z: P of GPADl - Y 1000 SEPTIC EL 1 f.9 ± dL ! f.9 INV, f: &1± INV. 2: 8 ±OFF TO DB9 INV. 3: 8. ± I DB INV 4: 9 + Sdd SEPTIC DSSIGS' I I l000 GAL - INLET 7 EL 43 CALCVIArroYS FOR 2' PRESSURE LYDIWTDUAL SEPTIC PUMP T X 1: 8.50 T.LYE SIZES. TAKE f: 8.15 CHAMBER PIPE 11.38 TANK Y: 7.13 E; TWX 3: 8.12 TANK 3: Z87 11.53 TES DEPTH OF FLOW = 4' INLET TEE: PUMP CHAMBER WITH ZOELLER TEE SIZES: DEPTH = 10' 293 (1 HP) DUPLEX ALTERNATING, INLET = f0• HEIGHT = 6• PUMP SYSTEM (OR EQUAL) OUTLET = fsr Aw zus ENG DEPTH = 4' N STOCEADB _ 0j FENCE -- FOUNJAMN-VARIES'- SEPTIC TANK VARIES' PUMP CHAMBER VARIES' D' BOX. 0 PROP. f000 CAL. SEPTIC �.. ,t 23 TANK C TH PROP. 1000 MED. SAND CAL SEPTIC xTEES C ZOELLER MODEL - ALARM AND CONTROL TANK TO BE 1 11.33 USED AS A {.� PUMP CHAMBER r o ALSO ON OUTSIDE WALL TEST. EOl;E LOGS I OF FRONT BUILDING SO �x D I ALARM LIGHT IS VISIBLE ENGINEER: JAMES. C. JODICE I TO ROUTE 28. ALARM TO )FITNESS: DAVID VASON N BE ON SEPARATE DATE: APRIL ;, 1' 93 PERC. RATE: C2 3UN/INCH ' 1 11.7b1 1 J � 4 g• dL 12 78 WELL MTY-29 9' TOP AND ZONE A SUBSOIL ADJUSTME37:.67' DATE: JULY 26, 1993 t9 EL !! FINE SCATJ • 1"=20' _ REV. SEPT. 2, 1993 E. f-". f� SAND STOCKADE. - - FENCE MED. S 8• OXIDE STAINED SAND5.� 7' ADJUS?rD WATER. dT dL 4.48 90 WATER POUND SITLY AT aL 1.79 12' SAND EL .78 NO WATER FOUND TEST HOLE LOGS ENGINEER: JAMES C. JODICE WITNESS: DAVID MASON DATE. AUGUST 26, 1993 01 EL 1 f.95 WELL Mrlr_Y9 0' EL 11.13 TOP ANB ZONE A TOP AND - SUBSOIL ADJUSTMENT: 2.21 2.Y' SUBSOIL 1.5' dL 10.45 !.0' dL f0.23- -PINT FINE 3. SAND EL 8.95 3' SAND EL 8.23 1 FL. f4.0± INFILTRATORS LEACHING FACILITY INFILTRATORS TO I-f/Y' HASHED STONE 18' LEACHING FACILITY PUMP CHAMBER DESIGN PROP. FOR P TO TO BE 7 IN END ENI COVER SYSTEM MAINTENANCE PUMP ON LEVEL OFF MED. C SEPTIC UPGRADE (PHASE II) MED. SAND xTEES C ZOELLER MODEL - ALARM AND CONTROL LCHECK PANEL TO BE INSTALLED INSIDE OFFICE AND VALVES ALSO ON OUTSIDE WALL ADJUSTZD WATER AT EL 4.43OU OF FRONT BUILDING SO �x S 0 UTH YARMO UTH, MA ALARM LIGHT IS VISIBLE 9.7' WATER FOUND SILLY AT EL 1.15 9. SJTLY AT 1L.2.13 TO ROUTE 28. ALARM TO BE ON SEPARATE f0' SEND EL. 1.29 ' ELECTRICAL FROM PUMPS.URCUIT II PROP. FOR P TO TO BE 7 IN END ENI COVER SYSTEM MAINTENANCE PUMP ON LEVEL OFF MED. SEPTIC UPGRADE (PHASE II) MED. SAND SAL" s IN THE TOWN OF: ADJUSTZD WATER AT EL 4.43OU ADJUSTED WATER Wd ER FOUND �x S 0 UTH YARMO UTH, MA 9.7' WATER FOUND SILLY AT EL 1.15 9. SJTLY AT 1L.2.13 i SA.YD f0' EL l.95 f0' SEND EL. 1.29 ' PREPARED FOR: CAP'N GLAD CLIFF COND OMINI MS DATE: JULY 26, 1993 SCATJ • 1"=20' _ REV. SEPT. 2, 1993 E. f-". f� i'