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Home My WebLink AboutEngineered Plans - 2017CONVENTIONAL S.A.S. FOR ILLUSTRATION ONLY -DO NOT INSTALL A 10' X 45' LEACH FIELD BOTTOM AREA = 450 SF CAPACITY = 0.74 GPD/SF(450 SF) = 333 GPD LOT 27 14,817± SF - PARCIL ID: 39-309 33' l00 4�-Rpp'aSEa S:W;� 26 O 100.68 + O PROPOSED PLASTIC O 100.51 100,74 SEPTIC TANK BM 01,38 o PORCH LO a 100,52 N EX. SEWER u' INV. =98.94± 0EXI ST NG/ f U) HOUSE(#54) i TOF=101.44± PORCH `1100.76 I 1 X 10 0. 81 I X O a X 0.. + 100,71 100.76 130.00' Its apt v»fWk for REPAIR Of SEI'1'1t SSV44IEM ; A;* .4 'to State and Local septi+ variances. ,W*r.. 0r10*Hh review and approval is requpred ±'qtr° a Vany,fwf, e: additi+ins/retroA�aijt,ns/iiileratiions .to sewag,>e`facilities»n>€1/orsfructures/dweUi+�t�. Yarmou h Hea(ih, department A 'R. -V D r 100.60 I S 55'26'15" E edge of 100.10 BEVERLY S�Wf edge of clearing 1-0�0 X SHAD 99.91 V1, S ""�TEXISTING CESSPOOLS TO BE PUMPED, FILLED WITH SAND, OR REMOVED dQ SEE ALSO, NOTE 11 BENCHMARK OUTSIDE COR./8OTT. STEP EL. =101.38 (ASSUMED DATUM) \ LEGEND W EXISTING CONTOUR 99,70F 10 10 -W 99.78 r 4 (9.14 W 00.59 - TEST PIT 1 SHRUB 0 TREE + o' z GARAGE 100.4% lb Cb a° 100,56 01,10.::.::.::: / + 99,85 ZE ,. t 71 1 i sz �N pavement 99,90 99,6 r` .ROAD PETER MCENTE E c1v1� NO.35109 OWNER OF RECORD OCALLAHAN, PATRICK J LIFE EST OCALLAHAN, MARIE T LIFE EST. 77 SHIRLEY AVENUE QUINCY, MA 02169 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)(h): 1) A 1' reduction to the required 5' separation between maximum seasonal high groundwater and bottom of S.A.S., for 4' separatic 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. 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 54 BEVERLY ROAD, WEST YARMOUTH, MA Prepared for: D.A Brown, Inc. P.O. Box 145, Centerville, MA 02632 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 206-17 12 West Crossfield Road 2854 Cranberry Hwy. Forestdole, MA 02644 E.Warehom, MA 02538 DATE CHECKED SHEET NO. (508) 477-5313 (508) 273-0377 7/12/17 P.T.M. 1 Of 2 LEGEND --98-- EXISTING CONTOUR x 98,98 EXISTING SPOT GRADE 99 PROPOSED CONTOUR -W EXISTING WATER SVC. -G EXISTING GAS SVC. (9.14 W OVERHEAD WIRES TEST PIT BENCHMARK SHRUB 0 TREE PETER MCENTE E c1v1� NO.35109 OWNER OF RECORD OCALLAHAN, PATRICK J LIFE EST OCALLAHAN, MARIE T LIFE EST. 77 SHIRLEY AVENUE QUINCY, MA 02169 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)(h): 1) A 1' reduction to the required 5' separation between maximum seasonal high groundwater and bottom of S.A.S., for 4' separatic 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. 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 54 BEVERLY ROAD, WEST YARMOUTH, MA Prepared for: D.A Brown, Inc. P.O. Box 145, Centerville, MA 02632 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 206-17 12 West Crossfield Road 2854 Cranberry Hwy. Forestdole, MA 02644 E.Warehom, MA 02538 DATE CHECKED SHEET NO. (508) 477-5313 (508) 273-0377 7/12/17 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=98.7 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. DECK SEPTIC TANK PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & PROPOSED D, -BOX INSTALL 1 INSPECTION PORT(MIN.) OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT AT END OF S.A.S. BEDROOM BATH KIT. T.O.F.=101.44± COVER SET TO 6" OF GRADE DIN. RM. F.G. EL.=100.6E F.G. EL.=100.5± F.G. EL.=100.5± HALL GARAGE EXISTING `F.G. EL.=100.5± r �( MAINTAIN 2% GRADE (MIN.) OVER S.A.S. LOM LIV. RM. PORCH L = 13'7 u•LD.DA @S=1% (MIN.) L = 6 L = 6' INSPECTION PORT 4"SCH40 PVC @ S=1% (MIN.) @ S=1% (MIN.) ONE (MIN.) TOP OF TANK=99.35 4'SCH40 PVC 4"SCH40 PVC ,D" , 3„ ,4" s" 7.13° TO FLOOR PLAN 44" LIQUID LEVEL INVERT I ADD INV.=98.26 r` GAS BAFFLE INV.=98.43 PROPOSED 3 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0' S.A.S.LAYOUT _ 35>:,��-- ' BOTT. OF TAN K=94.81 INV.=98.49 D -BOX SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK INV.=98.20SHED ROpOSED S•�,�.► INFILTRATOR IM1530 GALLON PLASTIC TANK 00 p INV.=98.74 ESTABLISH VEGETATIVE COVER U! ' BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERStX �J6 CONNECT TO EXISTING SEWER AT HOUSE, INV.=98.94 BREAKOUT=TOP ' ;�,.°` C46,-10 TOP ELEV.=98.68 ' �N S -0. INV. ELEV.=98.20 ry' NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=97.60-' PORCH INVERTS, PRIOR TO INSTALLATION. 4' MIN. ABOVE BOTTOM OF 2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.5' TRUE TO GRADE ON A MECHANICALLY COMPACTED (WITH VARIANCE) EXISTING SUITABLE ! / BACK OF HOUSE SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN HIGH G.W., EL=93.60 - MATERIAL 310 CMR 15.221(2). - 3) INSTALL INLET & OUTLET TEES AS REQUIRED. USE 3 ROWS OF 7 -ADS Arc 36 UNITS PER ROW WITH 63.5" 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO SEPARATION BETWEEN EACH ROW & NO STONE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE TYPICAL SECTION 13 33.8" DESIGN CRITERIA SOIL LOG DATE: JUNE 17, 2017 NUMBER OF BEDROOMS: 2 BEDROOMS SOIL EVALUATOR: PETER MCENTEE PE(SE#1542) TOP VIEW SOIL TEXTURAL CLASS: CLASS I WITNESS: AMY VON HONE RS HEALTH AGENT so DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP DEPTH END CAP END CAP 0" DAILY FLOW: 220 GPD 99.7 A FRONT VIEW SIDE VIEW DESIGN FLOW: 330 GPD LOAMY SAND END CAP GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR GARBAGE GRINDER 10YR 4/2 REAR/TOP VIEW LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 99.1 7" B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO MAY .74 GPD SF DIFFERNGE SLIGHTLY WITHOUTNOTICE. OACTUALRODUCT PROD CTE TAIL / LOAMY SAND PERC APPEARANCE. �r PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 14"/32' 10YR 5/6 1' 4640 TRLEMAN BLVD ak INFILTRATOR IM1530 GALLON PLASTIC TANK 96,5 38"LUUVI Arc 36 DETAIL HILLIARD, OHIO 43026 PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED C ADVANCED DRAINAGE SYSTEMS. INC. MED. SAND USE 3 ROWS OF 7 -ADS Arc 36 UNITS WITH NO 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN SEPARATION BETWEEN EACH ROW & NO STONE 93.6 ADJr G.W. r 54 BEVERLY ROAD, WEST YARMOUTH, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) MA 02632 (Arc36 Units) 21 UNITS x 5.0 LF x 4.80 SF LF = 504.0 SF Prepared for: D.A Brown, Inc. P.O. Box 145, Centerville, / 91.7 STG. G.W. - 96" TOTAL AREA = 504.0 SF Engineering by: Surveying by: SCALE DRAWN JOB. N0. so.7 T 108 Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 206-17 STANDING G.W. AT 96" (EL.=91.7), INDEX WELL MIW-29, ZONE B 12 west Crossfield Road 2854 Cranberry Hwy. WATER LEVEL=7.6 (MAY 2017), ADJUSTMENT=1.9' Forestdole, MA 02644 E.Warehom, MA 02538 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(504.0 SF) = 373.0 GPD ESTIMATED HIGH G.W., EL.=93.6 (508) 477-5313 (508) 273-0377 7/12/17 P.T.M. 2 Of 2 PERC RATE: 2 MIN IN. "B" HORIZON