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Home My WebLink AboutEngineered Plans - 20180 LOCUS MAP NOT TO SCALE LEGEND x 100.98 EXISTING SPOT GRADE — — 98 — — EXISTING CONTOUR - W EXISTING WATER SERVICE TEST PIT �} BENCHMARK EXISTING ABANDONED S.A.S. EXISTING SEP77C TANK - INV. (OUT)=17.59f(VERIFY) PER PLAN ON RECORD PROPOSED 1000 GALLON SEPTIC TANK IN SERIES INSTALL BULL RUN VALVE FOR FUTURE ALTERNATE USAGE OF EXISTING S.A.S. EXIS77NG S.A.S TO REMAIN CONNECTED WITH BULL RUN VALVE FOR FUTURE AL TERNA TE USAGE. PROPOSED VENT r 1 � v w m /ff,022�±S.F.35 BENCHMARK t OU7LET MANHOLE RIM EL. =21.00 �j' 'e?. •t"'%. � 4/ / %� � 19.96 D '� k PROPOSED S.A.S. t tt 1 2-500 GALLON H-20 CHAMBERS -' D.:.;_.: 122.19 SURROUNDED WITH 4' STONE Z. 20.41.:. - N arae EtOlmmerj_ Old Hyannis Rd / 18.11 c�.. YARMOUTH, MA" BY DARREN M. MEYER RS, DATED 11/02/06 a Route 6 - Mid -Cape Hwy EXISTING BUILDINGAC MAN MANHOLE 20.6b 21.15J : _: :::: _:..8 ( 1,4 MID TECH ac �111r 111(#223)11111 LOCUS : U� h; 99ins - C : ;::, l TOP OF SLAB, EL.=21.0f m� DRIVE \ \ \ V/EWA Y. & PARK/NG.= ' -.., v0- FLOOR AREA 8800 ±SF ._ .;_.:....:' ::: v' /.,.:.. 0 / Yarmouth Healt Departmentg7.10' 2 ,M \ 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. WEST YARMOUTH, MA 02673 /'SPP ED 0. 5: '.'' Q O CB / 20.75 �� :, ;,j':._.; L � O ; Q 8.54..,' :.::�...:... W P X9.9 a \ G� a Higgins LOCUS MAP NOT TO SCALE LEGEND x 100.98 EXISTING SPOT GRADE — — 98 — — EXISTING CONTOUR - W EXISTING WATER SERVICE TEST PIT �} BENCHMARK EXISTING ABANDONED S.A.S. EXISTING SEP77C TANK - INV. (OUT)=17.59f(VERIFY) PER PLAN ON RECORD PROPOSED 1000 GALLON SEPTIC TANK IN SERIES INSTALL BULL RUN VALVE FOR FUTURE ALTERNATE USAGE OF EXISTING S.A.S. EXIS77NG S.A.S TO REMAIN CONNECTED WITH BULL RUN VALVE FOR FUTURE AL TERNA TE USAGE. PROPOSED VENT r 1 � v w m /ff,022�±S.F.35 BENCHMARK t OU7LET MANHOLE RIM EL. =21.00 �j' 'e?. •t"'%. � 4/ / %� � 19.96 D '� k PROPOSED S.A.S. t tt 1 2-500 GALLON H-20 CHAMBERS -' D.:.;_.: 122.19 SURROUNDED WITH 4' STONE Z. .... 20.41.:. - \. DRAIN19.11 arae .... ,. - - GS \tt/ / 18.11 c�.. YARMOUTH, MA" BY DARREN M. MEYER RS, DATED 11/02/06 19.0N �. ��, of Mqs 7 EXISTING BUILDINGAC MAN MANHOLE 20.6b 21.15J : _: :::: _:..8 ( 1,4 MID TECH ac �111r 111(#223)11111 . : s PK SET - 19.91 •: - C : ;::, l TOP OF SLAB, EL.=21.0f DRIVE \ \ \ V/EWA Y. & PARK/NG.= ' -.., FLOOR AREA 8800 ±SF ._ .;_.:....:' ::: v' /.,.:.. �. / Yarmouth Healt Departmentg7.10' 2 ,M \ 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. WEST YARMOUTH, MA 02673 /'SPP ED 0. 5: '.'' .....: \ 19.37\CA lJ CB / 20.75 �� :, ;,j':._.; ,." 20.13 8.54..,' :.::�...:... \ \ X9.9 ' \ '. DRAN.. 18. \ x 19.85 CB 20.01 .... _ 20.30 QO..?.."..=.-' arae .... ,. - - GS �-J J/i O 18.11 YARMOUTH, MA" BY DARREN M. MEYER RS, DATED 11/02/06 19.0N �. ��, of Mqs 7 PARCEL ID: 84-10 .f.�O co 20.26 ( 1,4 MID TECH .P. : : :—.-' . : MCIVILEE N �^ DRIVE No. 35109 V/EWA Y. & PARK/NG.= ' -.., EG!$TE�� ham" �a� fn18.57 ., S. _ �. Engineering Works, Inc. 1 "=30' P.T.M. 112-18 Yarmouth Healt Departmentg7.10' 2 ,M \ 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. WEST YARMOUTH, MA 02673 /'SPP ED S so' 4` (508) 477-5313 2/14/18 P.T.M. 1 of 2 L NOTE: BUILDING LOCATION FROM INSTRUMENT SURVEY AND RECORD PLAN arae Date ENTITLED" SITE AND SEWAGE PLAN, 223 MID -TECH DRIVE, WEST YARMOUTH, MA" BY DARREN M. MEYER RS, DATED 11/02/06 %. �` - �' �. ��, of Mqs 7 PARCEL ID: 84-10 �� s9�yo o PETER T. �, PROPOSED SEPTIC SYSTEM UPGRADE PLAN MCIVILEE N 223 MID --TECH DRIVE, W. YARMOUTH, MA No. 35109 Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 EG!$TE�� ham" �a� Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD �. Engineering Works, Inc. 1 "=30' P.T.M. 112-18 SA REALTY ACQUISITIONS LLC 223 MID -TECH DRIVE 2 ,M \ 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. WEST YARMOUTH, MA 02673 (508) 477-5313 2/14/18 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=17.0 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE PROPOSED D -BOX OF THE PROPOSED S.A.S. INSTALL RISERS, FRAMES & COVERS OVER THE INLET & OUTLET AND SET TO FINISH GRADE. ALL INSTALL RISER & COVER PROPOSED S.A.S. COVERS BROUGHT TO GRADE SHALL BE SECURED SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND TO PREVENT UNAUTHORIZED ACCESS. SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=21.00±F.G. EL.=20.3± VENT F.G. EL.=20.5± � F.G. EL.=20.51 MAINTAIN 2% SLOPE OVER S.A.S. L=2' L = 3' L=38' S=1% (MIN.) ; @ S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2- 4'S PVC 4"SCH40 PVC 4'SCH40 PVC s" DOUBLE WASHED STONE " 1 "" 10"1 s seas®®® (OR APPROVED FILTER FABRIC) INV.= 14" aaaaaaa 17.55 48" LIQUID aaaaaaa----3/4" TO 1-1/2' DOUBLE LEVEL PROPOSED 4' 4.8' 4' WASHED STONE INV.= 17.27 INV.=17.10 i BAFFLE AAs BAFFLE D-150 /"EFFECTIVE EFFECTIVE WIDTH = 12.8' EXISTIN AM 3 OUTLETS INV.=16.50 =1730 SEPTIC PROPOSED SEPTIC TAN INV..2-500 GALLON LEACHING CHAMBERS TANK H-10 SURROUNDED WITH STONE AS SHOWN INV.=17.59± H-20 RATED (EXISTING -VERIFY) NOTES: TOP CONC. ELEV.=17.6± BREAKOUT ELEV.=17.00 1) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND INV. ELEV.=16.5Qa�eaa TRUE TO GRADE ON A MECHANICALLY COMPACTED a®®a�®®i�a 3" 6 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=14.50 310 CMR 15.221(2). 4' 2 x 8.5' = 17.0' 4' 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE PERVIOUS MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' (MIN.) ABOVE G.W. SYSTEM SECTION 4) MAXIMUM COVER OVER SEPTIC TANK, D -BOX & S.A.S. BOTTOM OF TEST PIT, EL.=9.3 - LEACHING SHALL BE 36". _ SEPTIC SYSTEM PROFILE SOIL LOG DATE: SEPTEMBER 6, 2006 GENERAL NOTES: SOIL EVALUATOR: DARREN MEYER RS WITNESS: AMY VON HONE R.S. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL HEALTH AGENT BOARD OF HEALTH AND THE DESIGN ENGINEER. EL.EV. TP- 1 DEPTH 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 0 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 21.3 B LOCAL RULES AND REGULATIONS. LOAMY SAND 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 4/1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 20.7 7" B DESIGN ENGINEER. LOAMY SAND 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 6/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 18.3 36" -ENGINEER BEFORE_CONSTRUCTION CONTINUES. _ _ C_-- 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. PERC 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 35"/53" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. M -F SAND 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 2.5Y 7/4 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 9.3 144" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC RATE <2 MIN/IN. ("C" HORIZON) CONSTRUCTION. NO GROUNDWATER ENCOUNTERED 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. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN BACK OF BUILDING DESIGN CRITERIA A -1 7'/ 00 TYPYE OF ESTABLISHMENT: WAREHOUSE (NO CAFETERIA)49 ---- DESIGN FLOW PER 310 CMR 15.203: 100 15 PERSON MAXIMUM ALLOWABLE OCCUPANCY 15 PEOPLE @ 15 GPD/PERSON = 225 GPG N SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) - DESIGN PERCOLATION RATE: <2 MIN/IN 25 LEACHING AREA REQUIRED: (225 GPD) = 304.1 SF LEACHING .74 GPD/SF SEPTIC LAYOUT EXISTING SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED SEPTIC TANK: 1000 GAL.CAPACITY (min.) (IN SERIES) PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 223 MID -TECH DRIVE, W. YARMOUTH, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Engineering by: Engineering Works, Inc. SCALE N.T.S. DRAWN P.T.M. JOB. NO. 112-18 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. TOTAL AREA: .............................................................. 471.2 S.F. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 2/14/18 P.T.M. 2 Of 2