The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - 2017GARAGE DECKI FAMILY I F- ROOM BH KITCHEN BEDROOM LCP 28477 D LIVING ROOM HALL PORCH BATH I BEDROOM I FLOOR PLAN N 06'51'00" E 1 10.00' F ___ __ 96_ _ _. - _ _96-- _ - _. __ - ._...-_ _.._ __ _.._ _1 \ MAP ID: 90-152 x 0100 12,046 S.F.± SHED - _ '111� 71,00 \ I ��tt I DECK / BH \ I 1 Ld _ e _ g M ° / EXISTING// � Lo rn 1HOUSE(#258)/ 0 /GARAGE/ T. 0. F. =101.3.± 00 / // \100.14 (n x 00,42 101,21 PORCH _ \ n99.25: r ri ( P O //q -11\\ OF Mgssgcy� o PETER T. McENTEE o CIVIL _A o. 35109 997 2,� x J i 100.76 I� Uo . 101,05"::. CONTOUR x 100.98 EXISTING SPOT GRADE LAI WATER SERVICE _G -EXISTING GAS SERVICE o OVERHEAD WIRES TEST PIT O. BENCHMARK LEGEND WALK P 100 SHRUBS +110 0, 61'> '2 x 100.7 14' 00 Nt 100,82 1:" •: . . W --99--EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE _W -EXISTING WATER SERVICE _G -EXISTING GAS SERVICE OVERHEAD WIRES TEST PIT BENCHMARK LEGEND (n 97.64 —EXISTING SEPTIC TANK TOP OF TANK, EL.=98.62 INV. (OUT)= 97.28± w SEE. NOTE 14 EXISTING LEACH PIT TO BE REMO VED 10' SEE NOTE 11 O 9931 STK, CK 99,4 , 0 9,67 100,29 100,13 99,92 99,61 1 BLOCK CATCH BASIN , r NORTH MAIN jSTREET 99.45 OWNER OF RECORD COX, JOHN PAUL TRS COX, MARION L 258 NORTH MAIN STREET SOUTH YARMOUTH, MA 02664 � I GENERAL NOTES: 0 N Cl) Bass River Golf Course LOCUS MAP NOT TO SCALE I C 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)&(f): 1) A 4' variance, S.A.S. to cellar wall, for a 16' setback. 2) A 2' variance, S.A.S. to leaching catch basin, for a 23' 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 AN ASSIGNED 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. 14. USE OF THE EXISTING SEPTIC TANK IS SUBJECT TO THE APPROVAL OF THE BOARD OF HEALTH. IF FOUND TO BE DEFECTIVE, IT SHALL BE REPLACED WITH A NEW 1500 GALLON H-10 SEPTIC TANK. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 258 NORTH MAIN STREET, SO. YARMOUTH, MA Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 Engineering by: Surveying review by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. 1 "=3o' P.T.M. '166.-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 4/4/17 P.T.M. 1 Of 2 SEPTIC TANK PROPOSED D -BOX INSTALL RISERS & COVERS OVER INLET & L RISER &COVER INSTAL OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE T.O. F.=101.3+ -F.G. EL.=100.2± EXISTING F.G. EL.=99.3± 1 14" 48" LIQUID - LEVEL ADD GAS BAFFLE L= 9' ®S=1 % (MIN.) 4"SCH40 PVC .. . MIA 4"SCH40 PVC INV.=96.87 J PROPOSED INV.=97.28± D BOX EXISTING H-20 INV.=96.70 INV.=96.50 NOTES: TOP CONIC. ELEV.=97.3± - 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.=97.0 - INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=96.50 - 2) D -BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=94.50- INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. AS MANUFACTURED BY T_UF-TITE, ZABEL _OR _ EQUAL. _ BOTTOM OF TP, EL.=88.8 DESIGN CRITERIA NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.0 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL RISER & COVER OVER ONE CHAMBER AND SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS F.G. EL.=100.0± 4' -2" LAYER OF 1/8- TO 1/2' DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) x-3/4" TO 1-1/2" DOUBLE 4' WASHED STONE I / EFFECTIVE WIDTH = 12.8' 1 SEPTIC SYSTEM PROFILE NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO -not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOXI: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. TOTAL AREA: .............................................................. 471.2 S.F. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 4' I 2 x 8.5'=17.0' 1 4' EFFECTIVE LENGTH = 25.0' SOIL LOG DATE: MARCH 29, 2017 SOIL EVALUATOR: PETER McENTEE SE#1542 WITNESS: AMY VON HONE RS HEALTH AGENT ELEV. TP DEPTH 100.3 A 0" LOAMY SAND 10YR 4/2 99.3 B 12" LOAMY SAND 10YR 5/4 97.6 C 32" MED: SAND 1OYR 6/6 88.8 ' ' 138" NO GROUNDWATER OBSERVED PERC RATE <2 MIN/IN. ("C" HORIZON) DECK 8H HOUSE(11258) T.O.F.=101.3f, PORCH / 6' � M T N°R� 001 \ 1 1' I PROP. S.A.S. SEPTIC LAYOUT -2s -----I ® r1r-1t►-ir-tr-t►-1r-t t- r-1 ►_Ir_t t_It-tt-,r-1r_I►-1t-tt->r-t ►_Ir_t imn Mt.1M tit Elot 0r_1 r_I 500 GALLON CAPACITY, H-10 LOADING CHAMBERS N.T.S. 58" PROPOSED SEPTIC SYSTEM UPGRADE PLAN 258 NORTH MAIN STREET, SO. YARMOUTH, MA Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 Engineering by: Surveying review by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 166-17 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdale, MA 02644 E.Wareham, MA 02538 (508) 477-5313 (508) 273-0377 4/4/17 P.T.M. 2 Of 2 4" KNOCKOUT 20" DIA. COVER O 4" KNOCKOUT 4" KNOCKOUT0 4" KNOCKOUT 500 GALLON CAPACITY, H-10 LOADING CHAMBERS N.T.S. 58" PROPOSED SEPTIC SYSTEM UPGRADE PLAN 258 NORTH MAIN STREET, SO. YARMOUTH, MA Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 Engineering by: Surveying review by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 166-17 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. Forestdale, MA 02644 E.Wareham, MA 02538 (508) 477-5313 (508) 273-0377 4/4/17 P.T.M. 2 Of 2