The URL can be used to link to this page

Home My WebLink AboutEngineered Plans - 2016IP FND 101.67 w TBM-2 CORNER/BOTT. STEP EL. =101.01 EX/ST/NG CESSPOOLS TO BE PUMPED, FILLED WITH SAND AND ABANDONED 07C�! 99.74 100.2 100.32 + 100.12 9.90 100,08 X , x OWNER OF RECORD BURGESS, MICHAEL E BURGESS, MARY L 147 HIGHBANK ROAD SOUTH YARMOUTH, MA 02664 TBIN-1 BULKHEAD CORNER EL. =100.57 S 43'05' 10" W �115.00'�"\FDqCE INSTALLCLEANOUTx100,09DECK PATlO �� /INV. j7.9 7.74 /EXISTING //T.0.F.=101.24f X 1000 / " 10133 PATIO EXISTING WATER SERVICE N ` T 100,72 -U 101,01 -6.1 h W OVERHEAD WIRES TEST PIT 0 o f':0 X 100.02 .3 oo ••' 37' LOT 2 VENT . 100,69 13,570±S.F. � Q � i� I GARAGE / '.100,31` .`.:.:.1;0:0:,67 1..... .0 99,70:.:..:.. \j. 4. 99.73 X .:: .\ A'M P 100.00 OWNER OF RECORD BURGESS, MICHAEL E BURGESS, MARY L 147 HIGHBANK ROAD SOUTH YARMOUTH, MA 02664 TBIN-1 BULKHEAD CORNER EL. =100.57 S 43'05' 10" W �115.00'�"\FDqCE INSTALLCLEANOUTx100,09DECK PATlO �� /INV. j7.9 7.74 /EXISTING //T.0.F.=101.24f X 1000 / X 100.98 10133 -W EXISTING WATER SERVICE N ` T 100,72 -U 101,01 -6.1 h W OVERHEAD WIRES TEST PIT BENCHMARK .... ..: � •'"FF''..', • ;100,51•:, 22'- X 100.02 �;.' .....0 O.. O ' F , .-`PROPOSED S.A.S.."•-' c llL ••' 37' LOT 2 VENT . 100,69 13,570±S.F. � Q � i� x 100,14 6 115.00' N 43'05' 10" E x 100,31 99,81 99.90 edge of pavement HIGHBANK LOAD 0 -56-- EXISTING CONTOUR X 100.98 EXISTING SPOT GRADE -W EXISTING WATER SERVICE -G EXISTING GAS SERVICE -U UNDERGROUND WIRES -6.1 h W OVERHEAD WIRES TEST PIT BENCHMARK PROPO SEPTIC NC 9.49 - r t J w 39,89 w ;t y .o o ••' � Q � L L, 100,74 i zAA -3 T rn� co Ln o C cn ELE�BOX77 - X 100.48 . • 1 D JAN, 0 5 2017 HEALTH DEPT. o PETER T. McENTEE CD CIVIL No. 35109 -z,3�1s. i LEGEND o ° 41 PvA �e Pa, 0 /o/ 6 N �o LOCUS ' Sheridan Rd Bass River Goff Course LOCUS MAP NOT TO SCALE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(a)&(b): CONTENTS OF LOCAL UPGRADE APPROVAL 1) A 3' variance to the 3' maximum cover requirement, for 6' of max. cover. S.A.S. shall be H-20 and vented. ,.3 THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE A. DESIGN ENGINEER. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. PARCEL ID: 80-107 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 147 HIGHBANK ROAD, SOUTH YARMOUTH, MA Prepared for: DiBuono Sewer & Drain, 8 John's Path, S. Yarmouth, MA 02664 Engineering by: Surveying by: SCALE DRAWN JOB. N0. Engineering Works, Inc. KEngineering, Inc. 1 "=20' P.T.M. 237-16 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdale, MA 02644 E.Woreham, MA 02538 (508) 477-5313 (508) 273-0377 12/23/16 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 96.2 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D -BOX PROPOSED S.A.S. / INSTALL RISERS & COVERS OVER INLET & INSTALL RISER AND COVER INSTALL RISER & COVER OVER ONE CHAMBER(MIN.) OUT SET TO WITHIN 6 OF FINISH AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE /f� LET AND SET TO 6 OF FINISH GRADE GRADE AS AN INSPECTION MANHOLE. �X�ST1 / T.O.F. 101.31 GARAGE EXISTING F.G. EL.=100.0 //-F.G. EL.=100.6± F.G. EL.=100.51/% , HOUSE(#147) CHARCOAL VENT / //T. O. / =101. I II L1 = 45' L2 = 13' ' ® S=1% (MIN.) 4'SCH40 PVC f INV. =96.85 1 14" 48" LIQUID - LEVEL I GAS BAFFLE PROPOSED SEPTIC TANK CONNECT TO EXISTING 4" C.I. SEWERS OUTSIDE HOUSE: SEWER -1, INV.=97.74 SEWER -2, INV.=97.95 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. DESIGN CRITERIA L = 45' L = 28'(MAX) @S=1% (MIN.) @S=1% (MIN.) 71 -) 4" KNOCKOUT 4"SCH40 PVC 4"SCH40 PVC I L � - 4' KNOCKOUT J ®O ® n n TO 1/2RDOUBLEB 6" 12"ME WASHED STONE '_(OR INV.=96.6?,D-BO APPROVED FILTER FABRIC) fNV.=95.98 3.5' 3' 3.5'3/4"-1 1 2" INV.=96.X INV.=95.70 EFFECTIVE WIDTH = 10' DOUBLE WASHED H-10 RATED STONE USE 6 LC -6 LEACHING CHAMBERS IN SERIES WITH 3.5' OF DOUBLE WASHED STONE -ALL AROUND H-20 RATED TOP CONC. ELEV.= 96.5 -_ -_ - BREAKOUT INV. ELEV.=95.70 E3 E3 E3 0® E3 E3 ELEV.=96.2 ®®®®®®® BOTTOM ELEV.=94.70 3.5' 5 x 6' = 36' 3.5' 4' OF NATURALLY OCCURRING PERVIOUS MATERIAL EFFECTIVE LENGTH = 37' 5' (MIN.) ABOVE G.W. NO G.W./BOTTOM OF TP„ EL=89.0 - LEACHING SYSTEM SECTfON SEPTIC SYSTEM PROFILE NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO -AND NOT PERMITTED WITH THIS DESIGN PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF USE 5 LC -6 LEACHING CHAMBERS IN SERIES WITH 3.5' OF DOUBLE WASHED STONE -ALL AROUND SIDEWALL AREA: (10.0' + 37.0') x 2 x 1' = 94.0 SF BOTTOM AREA: 10.0' x 37.0' = 370.0 SF TOTAL AREA: .................... 464.0 SF DESIGN FLOW PROVIDED: 0.74 GPD/SF(464.0 SF) = 343.4 GPD SOIL LOG DATE: DECEMBER 8, 2016 SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: AMY VON HONE R.S. HEALTH AGENT ELEV. TP DEPTH 100.5 A 0" LOAMY SAND 10YR 4/2 99.8 g" B il LOAMY S/ND 10YR 5/8 97.9 177 311, C PERC 26"/44" MED. SAND 2.5Y 6/4 I 89.0 1 1 138" PERC RATE <2 MIN/IN., "C" HORIZON NO GROUNDWATER ENCOUNTERED 01 PROPOSED S.A.S. r 37'� S.A.S. LAYOUT I_ 72" 1 PLAN VIEW ®®®0®®® 22" ®0® IN12RT I ®®®®®®® 74" 1 f 36" l SIDE VIEW V WIGGIN LC-C,H-20 LOADINGLEACHINHAMBE N.T.S. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 147 HIGHBANK ROAD, SOUTH YARMOUTH, MA Prepared for: DiBuono Sewer & Drain, 8 John's Path, S. Yarmouth, MA 02664 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 237-16 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdole, MA 02644 E.Woreham, MA 02538 (508) 477-5313 (508) 273-0377 12/23/16 P.T.M. 2 Of 2 '-'------ 4' KNOCKOUT 20" ow. COVER I 71 -) 4" KNOCKOUT 4" KNOCKOUT C I L � - 4' KNOCKOUT J I_ 72" 1 PLAN VIEW ®®®0®®® 22" ®0® IN12RT I ®®®®®®® 74" 1 f 36" l SIDE VIEW V WIGGIN LC-C,H-20 LOADINGLEACHINHAMBE N.T.S. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 147 HIGHBANK ROAD, SOUTH YARMOUTH, MA Prepared for: DiBuono Sewer & Drain, 8 John's Path, S. Yarmouth, MA 02664 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 237-16 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdole, MA 02644 E.Woreham, MA 02538 (508) 477-5313 (508) 273-0377 12/23/16 P.T.M. 2 Of 2