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Home My WebLink AboutEngineer PlanE�LANE PK SET 96,64 97 37 jUpIT97,64 OLD CESSPOOL LOCATION - / TO BE REMOVED IF ENCOUNTERED (SEE NOTE 11) NOTE: BUILDING LOCATION AND VERTICAL DATUM TAKEN FROM PLOT PLAN — PROPOSED SEPTIC SYSTEM UPGRADE, PREPARED FOR MR. KEVIN HINES/ FLORENCE GEISELMAN TRUST AT 11 JUPITOR LANE, YARMOUTH, MA, BY CARMEN E. SHAY, P.O. BOX 627, E FALMOUTH, MA, DATED NOV. 7, 2005 EXISTING SEPTIC INV. (OUT)= 96.44 PROPOSED S.A.S. 5 HI CAP H2O INFILTRATORS SURROUNDED W/STONE MAP ID: 50- 84 LEGEND — —100— — EXISTING CONTOUR x 100.12 EXISTING SPOT GRADE --O.H.W.— OVERHEAD WIRES --UGW--- UNDERGROUND WIRES W EXISTING WATER SERVICE G EXISTING GAS SERVICE ® TEST PIT BENCHMARK 7 VENU3 RD I I 8 VENUS RD ( a 1 [142 LONG POND DR f o LOCUS i 16 JUPITER IN 1 VENUS RD 138 LONG POND OR _._ JUPiter 16 JUPITER LN j 7 JUPITER LN .� SJUPITERLN OCT 3 0 2023 T. T. LOCUS MAP NOT TO SCALE 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): LOCAL UPGRADE APPROVAL 1) A 1' variance to the 3' maximum cover requirement, for up to 4' f SAS h It b H 20 d t d o max. cover. . . S a e — an ven e . Yarmouth Health De ) A 3' variance, S.A.S. to bulkhead wall, for A 17' setback. Fartment OVI 3. T EINSPECT INSPECTION SEWAGE DISPOSAL APPROVAL BY TSHALL HE NOT BOARD OFHEALTHAND THE Y �k) ESIGN ENGINEER. Nam NY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Date ROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN NGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. TANK 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. EXISTING S.A.S. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. (PER TITLE 5 INSPECTION REPORT) 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. TO BE REMOVED WITHPROPOSED 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS (S OF THE PROPOSED S.A.S. AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE (SEE NOTE 11) DIRECTED BY THE APPROVING AUTHORITIES. STRIPOUT 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SEE NOTE 11 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING M4ssgc CONSTRUCTION. y� yG 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS o PETER T. �, IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND McENTEE REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). CIVIL "' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE No. 35109 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. £v silt' 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND _ i (' -r.� td3 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (4i2cl z> PLAN REVISION 10/21 /23 SHOW CORRECT AS -BUILT INFORMATION CURRENT OWNER OF RECORD SHERNETT ALTHEA WILLIAMS MCDONALD & JEFTHER J MCDONALD 11 JUPITER LANE SOUTH YARMOUTH, MA 02664 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11 JUPITER LANE. SOUTH YARMOUTH. MA Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 235-23 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 10/11/23 P.T.M. 1 Of 2 COVERSSEPTIC TANK INSTALL RISERS & OVER INLET E OUTLET • OF FINISH T.O.F.=100.0± .. EXISTING PROPOSED D-BOX INSTALL RISER & WATERTIGHT COVER SET TO 6" OF GRADE L = 12' S=1% (MIN.) 4"SCH40 PVC F.G. EL.=99.6t L = 4' ® S=1% (MIN.) 4"SCH40 PVC tj t4 Al 61 I 11" LFF. DEPTH ADD INV.=96.00 EXISTING GAS BAFFLE INV.=96.17 PROPOSED INV.=95.92 3.5' INV.=96.44 D-BOX EXISTING PLASTIC 1500 GALLON SEPTIC TANK (VERIFY) 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 STABLE BASE OR SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. DESIGN CRITERIA NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=96.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL INSPECTION PORT (MIN.) INSTALL WITH ACCESS SET TO 3" OF GRADE VENT F.G. EL.=99.6t Z� INSPECTION PORT 5 UNITS AT 6.25'/UNIT = 31.3' 13.5' EFFECTIVE LENGTH = 37.3' USE 1 ROW OF 5-HI CAPACITY H-20 INFILTRATOR CHAMBERS IN SERIES SURROUNDED W/STONE TO FOR A 10.0' x 37.3' S.A.S. SOIL ABSORPTION SYSTEM (PROFILE) KTS BREAKOUT ELEV.=96.33 BOTTOM ELEV.=95.00 4' OF NATURALLY OCCURRING PERVIOUS SOIL' 5' MIN. ABOVE MAX. G.W. 2" LAYER OF 1/8"-1/2" DOUBLE WASHED STONE 3/4"-1 1/2" DOUBLE WASHED STONE IMPERVIOUS LAYER AT EL.=90.2 -_�- BOTTOM OF TEST HOLE, EL.=87.5 SOIL ABSORPTION SYSTEM (SECTION) SEPTIC SYSTEM PROFILE KTS NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <5 MIN./INCH DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO - NOT PERMITTED FOR GARBAGE GRINDER EXISTING SEPTIC TANK: 1500 GALLON CAPACITY (PLASTIC TANK) LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF DISTRIBUTION BOX: 1 INLET, 4 OUTLETS (H-20) USE 1 ROW OF 5 HIGH CAPACITY H-20 INFILTRATOR UNITS W/STONE AS SHOWN, FOR AN S.A.S. HAVING THE DIMENSIONS: 37.3' x 10.0' SIDEWALL AREA: 2(10.0'+37.3') x 0.92' = 87.0 SF BOTTOM AREA: 37.3' x 10.0' = 373.0 SF TOTAL AREA: 460.0 SF DESIGN FLOW PROVIDED: 0.74(460.0 SF) = 340.4 GPD SOIL LOG DATE: OCTOBER 31, 2005 SOIL EVALUATOR: CARMEN SHAY IRS CSE HAELTH AGENT: AMY VON HONE IRS HEALTH AGENT ELEV. TP DEPTH 99.0 A LOAMY SAND 0 10YR 3/2 98.2 1 p" B LOAMY SAND 10YR 5/6 96.3 32" Cl PERC M-F SAND [136"/54" 2.5Y 7/3 90.2 C2 SILT LOAM 2.5Y 6/2 89.2 C3 MED. SAND 2.5Y 7/4 106" 118" 87.5 138" NO GROUNDWATER ENCOUNTERED PERC RATE 2 MIN/IN. ("Cl- HORIZON GARAGE icni.-)iiivu , HOUSE& 11) T.O.F.=100.0f 4o Co 35. 7' N ' o �--37.3'--_ _---' PROPOSED S.A.S. 5 HI CAP H2O INFILTRATORS SURROUNDED W/STONE S.A.S. LAYOUT 000000 000000 000.0.0 0000000 00000000II 28"—^ II00000000II h- — 28"--i Closed End Plate Open End Plate HIGH CAPACITY H-20 INFILTRATOR CHAMBER INFILTRATOR CHAMBERS N.T.S. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11 JUPITER LANE, SOUTH YARMOUTH, MA Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 235-23 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 10/11/23 P.T.M. 2 Of 2