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Home My WebLink AboutEngineered Plans - 2018r PROPOSED S.A.S.- ADS Arc36 HD Unit 4 ROWS OF 5 UNITS %BM -1 100,14 1 .-7�� MAGNETIC NAIL SET l +•�� i�C' EL. =100.00 99, �A( �� \ 1� 100,00 TP + 99.13 \1 ate. DECK 99,5 99.99 �G i EXISTING S.A.S. - J FLOW DIFFUSORS & STONE, TO BE REMOVED (see note 11) OF MgSsgcya o PETER T. McENTEE o CIVIL No. 35109 G 99,04 99'81to o -{- 99.09 o 9 .38 99.64 HOUSE(1138) T.O.F.=99.4± 9948 LOT 1 5,900 CBSEAL 99.32 98.84 q �3 20. 98,40 r a EXISTING SEPTIC TANK 98.51 X TOP OF TANK, EL. = 97.61 f 98.60 ::11TBM-2 INV. (OUT)=96.28BIVI1 �9 06 EXISTING GAS SERVICE ---e.H.I--OVERHEAD COR./CONC. PATIO EL. = 99.06 L HOUSE(1138) T.O.F.=99.4± 9948 LOT 1 5,900 CBSEAL 99.32 98.84 q �3 20. 98,40 r a 98.63 OWNER OF RECORD WEIGEL, HOWARD J WEIGEL, ROSEMARY B 38 LAKE ROAD WEST WEST YARMOUTH, MA 02673 LEGEND - - 100 - - EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE G EXISTING GAS SERVICE ---e.H.I--OVERHEAD � c TEST PIT L LOCUS 0 0 w Y Ni BUCK ISLAND RD v. s� . e �. 01 �o cAP d a �.'.. . '.•� •. R�.�,. Y s ec E 98.63 OWNER OF RECORD WEIGEL, HOWARD J WEIGEL, ROSEMARY B 38 LAKE ROAD WEST WEST YARMOUTH, MA 02673 LEGEND - - 100 - - EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE G EXISTING GAS SERVICE ---e.H.I--OVERHEAD WIRES TEST PIT BENCHMARK N ® rLOCUS LOCUS 0 0 w Y Ni BUCK ISLAND RD �o cAP 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. 2. 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: 1� -310 CMR 15.405(1)(h): 1) A 1' reduction to the required 5' separation between maximum O seasonal high groundwater and bottom of S.A.S., for 4' sepataion. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. 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 AN 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 PRIVATE 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 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 HEALTH DEPARTMENT PRIOR TO BACKFILL. PARCEL ID: 58-280 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 38 LAKE ROAD WEST, WEST YARMOUTH, AM Prepared for: Howard Weigel, 38 Lake Road -West, W. Yarmouth, MA 02673 Engineering by: Surveyring by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 163-18 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdole, MA 02644 E.Wareham, MA 02538 (508) 477-5313 (508) 273-0377 5/26/18 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.96.4 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D -BOX INSTALL RISERS INSTALL RISER & WATERTIGHT PERIMETER OF THE S.A.S. PROPOSED S.A.S. SHED, & COVERS OVER INLET & INSTALL 1 INSPECTION PORT(MIN.) ,SHED OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE AT END OF S.A.S. BHJ 9.41 TLE.=99.0± fF.G. EL.=98.81 TING F.G. EL.=98.81 f F.G. EL.=99.0± � _______-35 22 .9 MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 4 ,�6• DECKTING •(9 r ' _ ' MIN.) INSPECTION PORT ONE (MIN.) N� PROP. T.O.F.HOU99 48 - S.A.S. �� O � ®S=1%1(MIN.) ®s=1% r 4"SCH40 PVC 4"SCH40 PVC 16"I �� 14" 8 7.13" TO �Y✓ EXISTING 48" UQUID �� INVERT r t 11.3 k.- -" 34.5 �'�� INV.=96.16 PROPOSED INV.=95.99 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' INV.=96.28± D -BOX SYSTEM (PROFILE) EXISITNG SEPTIC TANK EXISITNG INV.=95.93 SOIL ABSORPTION S.A.S. LAYOUT ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR NOTES: PERC' SAND TO TOP OF CHAMBERS _ 15.5" �I (3) 5" DIA.OUTLETS 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS, PRIOR TO INSTALLATION. 2) D -BOX SHALL BE SET LEVEL AND TRUE TO "• " • ` BREAKOUT=TOP s•..• '•..: •..:'... TOP ELEV.=96.41 INV. ELEV.=95.93O ' " 12" GRADE ON A MECHANICALLY COMPACTED SIX 5.5" g" INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=95.33- : 310 CMR 15.221(2). 4' (MIN.) ABOVE G.W. 2.83 H-10 LOADINGT 3) INSTALL INLET & OUTLET TEES AS REQUIRED. WITH VARIANCEEFFECT1VE WIDTH=11.3' D -BOX 2" 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4' OF NATURALLY OCCURRING AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. PERVIOUS MATERIAL SUITABLE SOILS 5) USE OF THE EXISTING SEPTIC TANK IS SUBJECT NO G.W., EL=91.3 T AS SPECIFIED IN 310 CMR 255(3) TO THE APPROVAL OF THE BOARD OF HEALTH USE 4 ROWS OF 5 -ADS Arc36 HD UNITS WITH NO 63.5" OR IT'S REPRESENTATIVE. SEPTIC SYSTEM PROFILE SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION RK N.T.S. 13" 33.8" SOIL LOG DESIGN CRITERIA DATE: MAY 8, 2018 toy SOIL EVALUATOR: PETER McENTEE PE(SE#1542) NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: PHIL RENAUD HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I . ELEV. TP DEPTH 60" DESIGN PERCOLATION RATE: <2 MIN/IN 99.4 A O END CAP END CAP LOAMY SAND FRONT VIEW SIDE VIEW DAILY FLOW: 330 GPD 10YR 4/2 D CAP DESIGN FLOW: 330 GPD 98.3 B 13" REAR /TOP VIEW GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR GARBAGE GRINDER LOAMY SAND 10YR 5/8 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 96.7 C 32" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 74 GPD/SF PERC 20"/38"allub. 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 Are 36 DETAIL ak EXISITNG SEPTIC TANK: 1000 GALLON CAPACITY ADVANCED DRAINAGE SYSTEMS. INC. UNITS MUST BE STAMPED HD PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED FINE SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 5 -ADS Arc 36 HD UNITS WITH NO 7.5Y 7/3 38 LADE ROAD WEST, WEST YARMOUTH, AM SEPARATION BETWEEN EACH ROW & NO STON 1 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 91.3 STG. G.W. _ 97" ADJ. G.W. Prepared for: Howard Weigel, 38 Lake Road West, W. Yarmouth, MA 02673 (Arc36 Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF 90.4 102" Engineering by: Surveyring by: SCALE DRAWN JOB. NO. PERC RATE <2 MIN/IN. "B&C" HORIZONS Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 163-18 DESIGN FLOW PROVIDED: 0.74 GPD/SF(480.0 SF) = 355.2 GPD STANDING G.W. 0 97", (EL.=91.3) INDEX WELL, MIW-29, ZONE A,WATER LEVEL=5.7, ADJUSTMENT=0.0', APRIL 2018 12 West Crossfield Road Forestdole, MA 02644 2854 Cranberry Hwy. E.Woreham, MA 02538 DATE CHECKED SHEET N0. (508) 477-5313 (508) 273-0377 5/26/18 P.T.M. 2 Of 2