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Home My WebLink AboutEngineered Plans - 2017d CONVENTIONAL S.A.S. FOR ILLUSTRATION ONLY -DO NOT INSTALL LEACH FIELD: LENGTH=40', WIDTH=15' CARRIES BOTTOM AREA ONLY = 600 SF AL CAPACITY = 0.74 GPD/SF(600 SF) = 444 GPD x 100.3 ,,\ Z 1-x 17' J 98.81 �I Cn I - oil Crl rn S 38'08'45" 165.18' S7771 HED 99.04 .35 x 99,24 99.31 _c3 .K x 99.01 �TP 98,a + 1 ` j 98.70 3- - -4--4 T _ LANE LOT 3 31,447± SF MAP ID: 51-9 LEGEND x 100.98 mit valid for REPAIR OF SEPTIC YSf EXISTING CONTOUR i.Y, due. to State and Vocal septic v.arianc s. NI rd, of Health review and approval is r quired t r 'a ly futureaddetions/rensjVationsialts tions O s iage facilities and/or structures/dwellin . Yarmouth Health Departmet t x / 98.474 APPROVED 99.24 98.27 �) % me D e9.25 ,,\ Z 1-x 17' J 98.81 �I Cn I - oil Crl rn S 38'08'45" 165.18' S7771 HED 99.04 .35 x 99,24 99.31 _c3 .K x 99.01 �TP 98,a + 1 ` j 98.70 3- - -4--4 T _ LANE LOT 3 31,447± SF MAP ID: 51-9 LEGEND x 100.98 EXISTING SPOT GRADE _ __ 99 - - EXISTING CONTOUR - 0.j-- W. - OVERHEAD WIRES NI EXISTING WATER SERVICE EL. =99.13 EXISTING GAS SERVICE x 98,34 x 98,29 TEST PIT BENCHMARK EXISTING LEACH PITS TO BE PUMPED, FILLED WITH SAND, OR REMOVED EXISTING SEPTIC TANK (TO REMAIN) TOP OF TANK, EL. = 97.73 INV. (OUT)=96.40-- BENCHMARK-2 OUTSIDE COR./BOTT. STEP EL. =99.50 Cn J 9911 J x o 99. 3x �,.. CA N 96.20 x tJ / M -2 V I DECK (no cellar) \ Cn M 98,66 s �EXISTING , .\ BENCHMARK -2 SPLIT LEVEL OUTSIDE COR./BOTT, STEP 9829 HOUSE(#33) T. O.F.=102.4± EL. =99.13 x 98,34 x 98,29 98.44 P' ..' Q x / 98.474 98.27 7*N 98,20., 10 A v 98.97 x 98.41 o PETER T. in 99,70 .; ` ": x "- 165.00' McENTEE CIVIL 99,41 99.08�� N 35'27'55" W No. 35109 99.71 l FLOOD ZONE DESIGNATION NON HAZARD 99.30 • 99,80 AUNT PK SET JA NES ,i • 98.40 98.10 g(z_O l-7 OWNER OF RECORD PAPADOPOLOS, GEORGE P PAPADOPOLOS, IRENE 33 AUNT JANES ROAD SO. YARMOUTH, MA 02664 a a N o 3? Q1d Mdl� St. 0 0 m LOCUS Mornin `° Drive fi N EiR �-ane LOCUS a pleasant St LOCUS MAP I 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: 310 CM 5.405(1)(h): reduction to the required 5' separation betweenimum seasonal high groundwater and bottom of S.A.S., for separation. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR �s TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE , 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 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. SUBJECT SITE DOES NOT LIE WITHIN A STATE REGULATED ZONE II. 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND AS A PROPERTY LINE SURVEY OR FLOOD ELEVATION CERTIFICATION. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 33 AUNT JANES ROAD, SOUTH YARMOUTH, MA Prepared for: Irene Papadopolos, 33 Aunt Janes Rd, So. Yarmouth, MA 02664 Engineering by: Survey Review by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. 1 "=30' P.T.M. 238-17 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdole, MA 02644 E.Wareham, MA 02538 (508) 477-5313 (508) 273-0377 8/20/17 P.T.M. 1 Of 2 SEPTIC TANK INSTALL RISERS & COVERS OVER INLET & OUTLET AND SET TO 6" OF FINISH GRADE T.O.F./EXISITNG -F.G. EL.=99.1 ± ---F.G. EL.=99.0± I1 oI } 14" EXISITNG 48" LIQUID - LEVEL . 1 GAS�BWFLE EXISTING SEPTIC TANK 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. NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.96.1 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED D -BOX PROPOSED S.A.S. INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT(MIN.) COVER SET TO 6" OF GRADE AT END OF S.A.S. L = 29' @S=1% (MIN.) 4'SCH40 PVC F.G. EL.=98.7± L = 8' 0 S=1% (MIN.) 4"SCH40 PVC /' 7.13"TO INVERT INV.=95.87J PROPOSED INV. --95.70 INV.=96.40 D -BOX INV.=95.60 BREAKOUT=TOP TOP ELEV. =96.08 INV. ELEV.=95.60 F.G. EL.=98.7± MAINTAIN 2% GRADE (MIN.) OVER S.A.S. INSPECTION PORT ONE (MIN.) 4 ROWS OF 7 UNITS AT 5.0'/UNIT = 35' Wel I No •- •► =, -• ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS BOTTOM ELEV.=95.00-1' 4' MIN. OF NATURALLY OCCURRING 2.83' PERVIOUS MATERIALS EFFECTIVE WIDTH=11.6' 4' MIN. ABOVE HIGH GROUNDWATER (WITH VARIANCE) (LEAVE 0.1' 'BETWEEN ROWS) EXISTING SUITABLE HIGH G.W., EL=90.5 - MATERIAL USE 4 ROWS OF 7 -ADS Arc 36 HD UNITS IN A STONELESS CONFIGURATION WITH BED DIMENSIONS OF 11.6' x 35.0' SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOMS SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 440 GPD DESIGN FLOW: 440 GPD GARBAGE GRINDER: NO-S.A.S. NOT DESIGNED FOR GARBAGE GRINDER LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D -BOX: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED USE 4 ROWS OF 7 -ADS_ Arc 36 HD UNITS IN A STONELESS CONFIGURATION WITH BED DIMENSIONS OF 11.6' x 35.0' BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) (Arc36 Units) 28 UNITS x 5.0 LF x 4.80 SF/LF = 672.0 SF DESIGN FLOW PROVIDED: 0.74 GPD/SF(672.0 SF) = 497.3 GPD NOMINAL AREA OF BED = 11.6' x 35.0' = 406 SF SOIL LOG DATE: AUGUST 9, 2017 11 SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: AMY VON HONE' RS HEALTH AGENT ELEV. TP DEPTH 98.7 A 0„ 9M 93.7 LOAMY SAND 10YR 4/2 8„ B LOAMY SAND PERC 10YR b/8 20"/38' 30" Cl FINE SAND 2.5Y 5/3 60" C2 MED. SAND 2.5Y 6/4 90.5 ADJ. G.W. - 89.2 STG. G.W. i 114° 89.1 115 STANDING G.W. AT 114" (EL=89'.2), INDEX WELL MIW-29, ZONE A WATER LEVEL=7.7 (JUY 2017), ADJUSTMENT=1.3' ESTIMATED HIGH G.W., EL.=90.5 PERC RATE: <2 MIN/IN. ("B/C" HORIZONS) PROPOSED a, S.A.S. <v ? N 9(9. N ? .8, N 1tttL - o DECK (no cellar) EXISTING ,SPLIT LEVEL HOUSE(IM) T. S.A.S. LAYOUT 13" 3: END CAP END CAP FRONT VIEW SIDE VIEW END CAP REAR/TOP VIEW NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DIVL VIG\v TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 Arc 36 DETAIL ak ADVANCED DRAINAGE SYSTEMS. INC. • UNITS MUST BE STAMPED HD PROPOSED SEPTIC SYSTEM UPGRADE PLAN 33 AUNT JANES ROAD, SOUTH YARMOUTH, MA Prepared for: Irene Papadopolos, 33 Aunt Janes Rd, So. Yarmouth, MA 02664 Engineering by: Survey Review by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 238-17 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdale, MA 02644 E.Wareham, MA 02538 (508) 477-5313 (508) 273-0377 8/20/17 P.T.M. 2 Of 2