The URL can be used to link to this page

Home My WebLink AboutEngineered Plans - 2014BENCHMARK SET OUTSIDE COR./BOTT.STEP EL. =100.22 SHED i ..AQ F N 21'21'50" 4.14' LOT 23 \66 APN 46--48 10,318±S.F. Permit valid for RF 13Allt OF SEPTIC SYSTEM ONLY, due to State and Local .eptie variances. Board of Ilealth review and approval is required for any future adattions/renm ation% alterations to sewage facilities and/or structuresmi%elling. Yarmouth Health I)eparitnent APPkOVED -54 stockade fence IFL2 94,08 x 93,44 x 93.08 Z) 94.82 x DECK SH / a 95.01 p 'WALKOUT BSMNT. } 0 LO U) EXISTING Ld C o GARAG HOUSE 38 36 0 r �' T.O. F. =100.6± rn b O —� / O 00 r` t— x Q Z 98.45 x bo cp 9 9,5 8 x 10 .45 1 0 22 x 98.70 1 99,27 QQ ' W 1 9925 N" TP 0A p EXISTING SEPTIC TANK J O �¢ p ITC) ,02 (TO REMAIN) Fc� o� TOP OF TANK=98.36 INV. (OUT)=97.03± �` 99.5 I O V' I1 0,26 L _,_ Ti 100.44 I C 0 {--10' f 100.00' fence 99.34 0 . — • ---x STONE UTILI Y POLE S 21'21'50" W98,88 DRIVE k 98,56 VENT 100.22 • edge of pavement PK SET 99.73 99,56 98,15 100,00 EXISTING LEACH PIT HTO BE PUIvIPE, FILLED ORSE POND ROAD WITH SAND &DABANDONED (SEE, ALSO, NOTE 11) 3-1 Date ZU14 HEALTH nt- =�``P�� of Mgss9c�G o PETER T. s McENTEE o CIVIL o. 35109 %I"%-.ITwvs�Zl � 1 ZJ OWNER OF RECORD KEANE, DORIS E 38 HORSE POND ROAD WEST YARMOUTH, MA 02673 N /% Lavender Ln / Horse LOCUS `� Pond = a Orchid Ln 73 (� Norse a j 0 Shed b m o p _ n a m Buck lsil,d Rd Jabrnettes ',, Pond `, LOCUS MAP GENERAL NOTES: 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): 1) An 8' variance, S.A.S. to cellar wall, for a 12` 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 PRIVATE 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 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 HEALTH DEPTARTMENT PRIOR TO BACKFILL. 13, THE ENGINEER IS NOT RESPOSBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN, 14, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY, PLAN REFERENCES 1) LAND COURT PLAN 30949 F (Sheet 1) 2 LAND COURT PLAN 28750 A 3 Plan of Land in Yarmouth, MA, owned by Joseph Breen, By Frank Conroy PE, PLS showing building location, dated 11/20/80 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 38 HORSE POND ROAD, WEST YARMOUTH, MA Prepared for: David Keane, 38 Horse Pond Rd, West Yarmouth, MA 02673 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1 "=20' P,T.M. 114-14 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 2/22/14 P.T.M. 1 of 2 LEGEND x 100.98 EXISTING SPOT GRADE 98 _ EXISTING CONTOUR gg PROPOSED CONTOUR OVERHEAD WIRES W EXISTING WATER SERVICE TEST PIT Qy BENCHMARK N /% Lavender Ln / Horse LOCUS `� Pond = a Orchid Ln 73 (� Norse a j 0 Shed b m o p _ n a m Buck lsil,d Rd Jabrnettes ',, Pond `, LOCUS MAP GENERAL NOTES: 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): 1) An 8' variance, S.A.S. to cellar wall, for a 12` 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 PRIVATE 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 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 HEALTH DEPTARTMENT PRIOR TO BACKFILL. 13, THE ENGINEER IS NOT RESPOSBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN, 14, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY, PLAN REFERENCES 1) LAND COURT PLAN 30949 F (Sheet 1) 2 LAND COURT PLAN 28750 A 3 Plan of Land in Yarmouth, MA, owned by Joseph Breen, By Frank Conroy PE, PLS showing building location, dated 11/20/80 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 38 HORSE POND ROAD, WEST YARMOUTH, MA Prepared for: David Keane, 38 Horse Pond Rd, West Yarmouth, MA 02673 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1 "=20' P,T.M. 114-14 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 2/22/14 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:96.0 FOR A DISTANCE OF 15' AROUND THE ffM DECK SEPTIC TANK PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & PROPOSED D -BOX OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S. INSTALL RISER & COVER OVER ONE CHAMBER (MIN.) AND WCK6UT BSMN T.O.F.=100.6± SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT / F.G. EL.=99.3± F.G. EL.=99.6± - .=F.G. EL99.2± / F.G. EL.=99.0± CHARCOAL VENT EXISTING HOUSE(1138)i/ GARAGE T. O. F. =100.6± o ` L 6' L 12'(MAX.) • Cts S=1% (MIN.) ® S=1% (MIN.) C% 4"SCH40 PVC 4'SCH40 PVC �. 10"t e •„ _ TO 1 /22�'RDOU BLE$ 00 8 5.5 ' 14 INV.=96.Q0 EXISTING 48" LIQUID 24" WASHED STONE LEVEL INV.=97.03± (EXISTING) PROPOSED (OR APPROVED FILTER FABRIC) �- - - GAS BAFFLE D -BO INV.= EXISTING SEPTIC TANK INV.=96.17 3/4"-1 1/2" 3.5' 3' 3.5' DOUBLE WASHED STONE EFFECTIVE WIDTH = 10.0' ,S `36� o l Q I T - I I 3.5' OF OUBLE WA5jjED S__ NE -All SIDES AND ' BENEATH TOP CONC. ELEV.=96.3 � H-10 ATED a NOTES: INV. ELEV.=95.50 -- - - - BREAKOUT ®®® O ®®® ELEV.=96.0 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE ®®®®®®® S.A.S. LAYOUT INVERTS, PRIOR TO INSTALLATION. 2) 2) D -BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=93.50 GRADE ON A MECHANICALLY COMPACTED 6" 3.5' ' CRUSHED STONE BASE, AS SPECIFIED IN 310 4OF NATURALLY OCCURRING 2 x 6' = 12' 3.5' F - - - - - - - - CMR 15.221(2)• PERVIOUS MATERIAL EFFECTIVE LENGTH = 19.0' 4' KNOCKOUT 7 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. 1 20" our COVER 1 I 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS NO G.W., EL: =$7.5 LEACHING SYSTEM SECTION I � i BAFFLE ON THE OUTLET TEE. _ 14" KNOCKOUT 4" KNOCKOUTI n SEPTIC SYSTEM PROFILE 1 L - - - - - - 4' KNOCKOUT _ J N.T.S. PLAN2VIEW SOIL LOG DESIGN CRITERIA DATE: SOIL FEBRUARY 20, 2014 EVALUATOR: PETER McENTEE (SE#1542) --- ,-� - -- _ NUMBER OF BEDROOMS: 2 BEDROOMS WITNESS: PHIL RENAUD R.S. - HEALTH AGENT ®®® 0 ®®® ®® SOIL TEXTURAL CLASS: CLASS I Elev.TP Depth 22" INVE I ®®®®®®® I DESIGN PERCOLATION RATE: <2 MIN/IN 99.0 0" DAILY FLOW: 220 GPD :: FILL 72" '1 36" DESIGN FLOW: 220 GPD 97'7 A 15 SIDE VIEW GARBAGE GRINDER: NO -NOT PERMITTED WITH DESIGN LOAMY SAND EXISITNG SEPTIC TANK: 1000 GALLON CAPACITY 97.0 10YR 4/2 24" WIGGIN LC -6, H-10 0 H-20 LOADING LEACHING AREA REQUIRED: (220 GPD) = 297.3 SF LOAMYSANDLEACHING CHA .74 GPD/SF 10YR 5/8 95.5 42" N.T.S. USE 2 LC -6 GALLON LEACHING CHAMBERS IN SERIES WITH 3.5' OF C PERC PROPOSED SEPTIC SYSTEM UPGRADE PLAN DOUBLE WASHED STONE -ALL SIDES AND 36"/48" 38 HORSE POND ROAD, WEST YARMOUTH, MA 1' OF DOUBLE WASHED STONE UNDERNEATH MED. SAND SIDEWALL AREA: 2(10.0' + 19.0') X 2 = 116.0 SF 2.5Y 6/6 Prepared for: David Keane, 38 Horse Pond Rd, West Yarmouth, MA 02673 BOTTOM AREA: 10.0' x 19.0' = 190.0 SF Engineering by: Engineering Works, Inc. SCALE N.T.S. DRAWN P.T.M. JOB. NO..... 114-14 TOTAL AREA: ........................................... I ........... 306.0 SF 87.5 138" DESIGN FLOW PROVIDED: 0.74 GPD/SF(306.0 SF) = 226.4 GPD NO GROUNDWATER ENCOUNTERED PERK RATE: <2 MIN/IN 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 2/22/14 P.T.M. 2 Of 2