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Home My WebLink AboutEngineered Plans - Rev. 2014i LOT 6 w 00 100 EXISTING SEPTIC TANK TOP OF TANK, EL. =100.19 INV. (DU T)= 98.86± S 39'01'21" W 103. 1 LOT 5 log 100.00' ✓�� .o�� 10,798± S.F. 100,41 25' 102 '- M B LU 144-11.11 _ �' RgTos�r �NFn 100.97 t P-1, loo,oq 10J.66 100,99 e 100,64 G 100,44 rz*i 99.88 98.65 F FA EX/STING HOUSE(#27) T. 0. F. =102.0E b _ 101,09 x 100,87x �a 1�O 100.72 100,53 1 x 83.89' EXISTING LEACH PIT TO BE PUMPED, FILLED WITH SAND AND ABANDONED (SEE NOTE 11 -SHEET 2) 1 1, 0 101,00] R TP 1 1 S Al.�� 101.29 102,39 9 102 101,E STONE DRI VEWA Y 1p1 101,60 DECK 00 - N 39'01'21" E 100,42 LEGEND 100 EXISTING CONTOUR 100 PROPOSED CONTOUR X 100.98 W EXISTING WATER SERVICE ROAD EXISTING GAS SERVICE --(9:H.lV O 27 PLYMOUTH ROAD, YARMOUTHPORT, MA Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 O ,- X 1 OWNER OF RECORD Engineering by: ac � Z PLAN REVISION - 8/18/14 101.29 102,39 9 102 101,E STONE DRI VEWA Y 1p1 101,60 DECK 00 - N 39'01'21" E 100,42 LEGEND 100 EXISTING CONTOUR 100 PROPOSED CONTOUR X 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE ROAD EXISTING GAS SERVICE --(9:H.lV OVERHEAD WIRES TEST PIT BENCHMARK LOT 4 INSTALL A 40 MIL POLY LINER TOP OF LINER, EL.=99.0 BOTTOM OF LINER, EL.=94.0 5 -- BENCHMARK OUTSIDE COR./DECK BOTT. STEP EL. =102.49 Permit valid for RF,PAIR OF SEPTI(' SYS'1'F.M ONLY, due to State and Lural septic variances. Board of lieatth review and approval is required for any future additions/renes aiionsialteratious to sewage facilities and/or structuresMsseUuig. Yarmouth Health Department mol APPROVED tS0 &d p Date 100 F MgSSq�� o PETER T. McENTEE o CIVIL No. 35109 LOCUS z N O� V) Q- �s z 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: 310 CMR 15.405(1)(b): 1) A 10' variance, S.A.S. to cellar wall, for a 10' setback. 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 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. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 98.96 edge of pavement 100.24 100.60rFti-'W�' OI PLYMOUTH ROAD _ Fl lf-f tI� PROPOSED SEPTIC SYSTEM UPGRADE PLAN 27 PLYMOUTH ROAD, YARMOUTHPORT, MA Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. PLAN REVISION - 8/18/14 BARTLEY, T MARK & PAULINE A Engineering Works, Inc. 1 "=20' P.T.M. 197-14 1 MOVE S.A.S. TO 10' FROM REAR PROPERTY LINE 2) PLACE 40 POLY LINER BETWEEN CELLAR AND S.A.S. 27 PLYMOUTH ROAD MA YARMOUTHPORT, 02675 12 West Crossfield Road, Forestdale, MA 02644 (508) 477-5313 SHEET No. 1 Of 2 DATE 8/6/14 CHECKED P.T.M. F SEPTIC TANK INSTALL RISERS & COVERS OVER INLET & OUTLET AND SET TO 6" OF FINISH GRADE T.O.F.=102.0± -F.G. EL. =101.0± i- F.G. EL.=100.4± 1 11101 14" EXISTING 48" LIQUID - LEVEL ADD I GAS BAFFLE NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS, PRIOR TO INSTALLATION. 2) 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. PROPOSED D -BOX INSTALL RISER & WATERTIGHT COVER SET TO 6" OF GRADE L = 4' @S=1% (MIN.) 4"SCH40 PVC F.G. EL.=100.5± L= 8'(MAX) ®S=1% (MIN.) 4'SCH40 PVC 1 o f 1 11. INV INV.=98.77 PR\-INV=98.60OPOSED . INV.=98.86± D -BOX INV.=98.44 (VERIFY) NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 98.8 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL INSPECTION PORT OVER END UNIT INV. ELEV.=98.83 -� BREAKOUT=TOP TOP ELEV.=98.44--1 BOTTOM ELEV.=97.50- 5' MIN, ABOVE BOTTOM OF T.P. EXCAVATION OR G.W. F.G. EL.=101.8(MAX.) INSPECTION PORT 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' SOIL ABSORPTION SYSTEM (PROFILE) H-20 ESTABLISH VEGETATIVE COVER BACKFILL WITH"'itEAN NATIVE OR PERC_SAND TO TOP OF CHAMBERS EFFECTIVE WIDTH=11. EXISTING SUITABLE NO G.W., EL=90.5 MATERIAL USE 4 ROWS OF 4 -HIGH CAPACITY ADS BIODUFUSER UNITS WITH NO SEPARATION BETWEEN EACH ROW & K, STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: 3 MIN/IN DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO EXISTING SEPTIC TANK: 1000 GALLON CAPACITY LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF DISTRIBUTION BOX: 4 OUTLETS (MINIMUM) USE 4 ROWS OF 4 HIGH CAPACITY AD BIODIFUSER H-20 UNITS IN STONELESS BED CONFIGURATION SIDEWALL AREA: NOT APPLICABLE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF) (BIODIFFUSERS) 16 UNITS x 6.25 LF x 4.73 SF/LF = 473.0 SF DESIGN FLOW PROVIDED: 0.74 GPD/SF(473.0 SF) = 350.0 GPD SOIL LOG DATE: JULY 31, 2014 SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: AMY VON HONE R.S. HEALTH AGENT ELEV. TP DEPTH 101.5 q 0" 101.3 LOAMY SAND 10YR 4/2 2„ B LOAMY SAND 10YR 5/8 100.0 1 g" C PERC 18"/30" M -C SAND 1OYR 6/4 90.5 ' 1 132" PERC RATE <2 MIN/IN. "C" HORIZON NO GROUNDWATER ENCOUNTERED �-, PROP., s N6. S. A.S. 1 C5 .0 �� N 00 o �.y DECK EXISTING HOUSE(#27) T.,O.F=102.0.1 MODEL 16" HICAP LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY SIDE WALL HEIGHT 11.2" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. OVERALL HEIGHT 16" OVERALL WIDTH 34" 4640 TRUEMAN BLVD 13.6 CF HILLIARD, OHIO 43026 CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 27 PLYMOUTH ROAD, YARMOUTHPORT, MA Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 197-14 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 8/6/14 P.T.M. 2 Of 2