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Home My WebLink AboutEngineered Plans - 20166 BENCHMARK OUTSIDE COR. /BULKHEAD EL. =102.14 411jlr(t 1�1 OF Nss9C�� o PETER T. McENTEE CIVIL No. 35109 �< <-qu� x 99,70+ 101,5 100.62 + G 10022 x a—s ,'/STING LEACH PITS BE PUMPED, FILLED WITH ND & ABANDONED N 80'24'30" E x 99,5 112.00' + 99161 i -1* •99,63 edge of clearing \ + 99.63\*C , 7 x 9919 aS r GARDEN — _°� - ;.� ..... + 100,11 .TJ 99,96 ISI I 0 N 100. 92� x 100,42 PATIO HOUSE(#8 .O.F.=100.? x 100,55 – --EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE F971 PROPOSED CONTOUR 1N EXISTING WATER SERVICE —6. H. W.-- OVERHEAD WIRES N TEST PIT eon BENCHMARK m LEGEND Yarmouth Health Department EXISTING SEPTIC TANK INV. (OUT)= 98.Of (VERIFY) 100,58 + 100,587 cn 0 N Cfl s r. o w X7o "' p csi / % / -o PORCH 100,56 'y'9�� 100,39.`:..."' j x 100,22 9 9,4 3 of pavement 99.66 MULFORD STREET 100.46 x 100,02 r4 I LOCUS MAP Dates NOT TO SCALE ,/fpm. ,>- . lfe' >' 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. 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 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. OWNER OF RECORD REID, MARETTE N JOYCE ST m 6� MA 02664 N z eon PLAN m 0.0 STILES RD m z Prepared for: Marette y�o� MULFORD ST Engineering by: ,9 LOCUS DRAWN JOB. NO. JAME KEngineering, Inc. 1 "=20' P.T.M. JP pIGE RD 12 West Crossfield Road Forestdale, MA 02644 y DATE CHECKED SHEET N0. (508) 477-5313 vo�G 9/12/16 �JO r4 I LOCUS MAP Dates NOT TO SCALE ,/fpm. ,>- . lfe' >' 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. 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 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. OWNER OF RECORD REID, MARETTE G 8 MULFORD STREET SO. YARMOUTH, MA 02664 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 100,18 8 MULFORD STREET, SOUTH YARMOUTH, MA Prepared for: Marette Reid, 8 Mulford Street, South Yarmouth, MA 02664 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works, Inc. KEngineering, Inc. 1 "=20' P.T.M. 208-16 12 West Crossfield Road Forestdale, MA 02644 2854 Cranberry Hwy. E.Wareham, MA 02538 DATE CHECKED SHEET N0. (508) 477-5313 (508) 273-0377 9/12/16 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, E'=97.5 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D -BOX OF THE PROPOSED S.A.S. INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F=100.93± SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT FB H F.G. EL.=100.5± F.G. EL.=100.0± F.G. EL.=100.0± F.G. EL.=100.0± BATH BATH BEDROOM DIN. RM. �� 20•I.D. DIA Z4'I.D. DIA L 17' ® S=1% MIN. L = 5' (MIN.) ® S=1% (MIN.) KITCHEN GARAGE za•ov.covea 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE 6' R APPROVED FILTER FABRIC) a®®SaBW BEDROOM LIV. RM. PORCH 14.. ®0000® 043130003/4" TO 1-1/2" DOUBLE ADD PROPOSED GAS BAFFLE INV.=97.27 INV.=97.10 4' 5.2'WASHED STONE _ INV.=98.0± D BOX EFFECTIVE WIDTH = 12.8' EXISTING 1500 GALLON SEPTIC TANK (VERIFY) 3 OUTLETS INV.=97.00 H-10 RATED 1 -500 GALLON LEACHING CHAMBER FLOOR PLAN EXISTING SURROUNDED WITH STONE AS SHOWN H-10 RATED NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=97.8± INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=97.50 INV. ELEV.=97.00 4384343 MMMMMU WC660643 2) D -BOX SHALL BE SET LEVEL AND TRUE TO 134343®®436®a®e on 1-11 GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=95.00 INCH CRUSHED STONE BASE, AS SPECIFIED 4' 8.5' 4' Tr---- IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRINGIR EFFECTIVE LENGTH = 16.5' PROP. SAS I 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. N - AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ADJUSTED G.W., EL.=88.9 LEACHING SYSTEM SECTION = �. SEPTIC SYSTEM PROFILE 'lots .0, SOIL LOG SEPTEMBER 1, 20161 S r. SOIL WITNESS: EVALUATOR: PETER McENTEE PE(SE#1542) AMY VON HONE R.S. HEALTH AGENT DESIGN CRITERIA ELEV. TP DEPTH EXIS/TING NUMBER OF BEDROOMS: 2 99 90" A LOAMY HOUSE(118)SOIL T.O.F. 100.93E TEXTURAL CLASS: CLASS I (EFFLUENT LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN SAND 2 10YR 4/2 = GARAGE DAILY FLOW: 220 GPD 99,4 6" B /� J PORCH LOAMY SAND / DESIGN FLOW: 220 GPD (MINIMUM REQUIRED) 10YR 5/8 GARBAGE GRINDER: NO -not allowed with design 97.1 34" C LEACHING AREA REQUIRED: (220 GPD) = 297.3 SF/4" 24 4"/42" .74 GPD/SF SEPTIC LAYOUT EXISTING SEPTIC TANK: 1500 GALLON CAPACITY MED. SAND PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 1-500 GALLON LEACHING CHAMBER SURROUNDED 8 MULFORD STREET, SOUTH YARMOUTH, MA WITH 3/4" to 1-1/2" DOUBLE WASHED STONE -ALL SIDES SIDEWALL AREA: 2(12.8' + 16.5') x 2 = 117.2 SF Prepared for: Marette Reid, 8 Mulford Street, South Yarmouth, MA 02664 BOTTOM AREA: 12.8' x 16.5' = 211.2 SF 88.9 132" Engineering by: Surveying by: SCALE DRAWN JOB. NO. TOTAL AREA: .......................................... I ................... 328.4 SF NIC./INCH Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 208-16 NO GROUNDWATER OANTERED 12 West Crossfield Road Forestdole, MA 02644 2854 Cranberry Hwy. E.Warehann, MA 02538 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(328.4 SF) = 243.0 GPD (508) 477-5313 (508) 273-0377 912/16 P.T.M. 2 Of 2