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HomeMy WebLinkAboutEngineered Plans - 2014LOCUS DATA OWNER J.S. REALTY TRUST 4 BEDROOM PLAN REFERENCE 204-41 DWELLING DEED REFERENCE 9913-179 ZONING DISTRICT R-25 SETBACKS FRONT 30' SIDE 15' REAR 20' FLOOD ZONE "C" 250015-5D ASSESSORS MAP 31 DTH PARCEL 27 OVERLAY DISTRICT NOT A ZONE II LOT AREA 12,570± S.F. SITE & SEWAGE REPAIR PLAN #8 A CADIA ROAD IN W. YARMOUTH DATE: MAY 10, 2014 APPLICANT: JACK &DEBBIE SCHNYER 8 ACADIA ROAD WEST YARMOUTH MA 02673 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM / / UTILITY POLE Permit valid for REPAIR 01F SEPTIC SYSTEM ONLY, due to State and t.ocal septic variances. Board of Ilealth review and approval is required for any future additions/reno+ations/alterations to sewage facilities andlor structures/d-welling. Yarmouth Health Department L0TAVROVEI) LOT 7 / 12,570± S.F. \_ / o DRIVEWAY N Q' CATCH BASIN / I OVERHEA WIRES U TI LI TY POLE �rO OAS ��IH OF t4ISS,9 o� EDWARD cy� N s9• A. 2g i U STONE I�]/ -PNo. 8 o J0� LOT 6 N� GARAGE 7 EXISTING 1�0' 4 BEDROOM DWELLING PROPOSED 1,500 GALLON SEPTIC TANK 7�S ; DTH #1 PROPOSED 11.33x32.0' LEACHING CHAMBER — SYSTEM. G-O--A- Date POOL 0Xila 0 91 1 2 1 1610 Ca BH BED#1 ED#4 HALL BED#2 BE D#3 GARAGEBH FAMILY KITCHEN ROOM LIVING ROOM DINING ROOM FIRST FLOOR LOT J BENCHMARK CORNER OF CONCRETE TOP STEP 18.15. EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND ABANDONED IN ACCORDANCE WITH TITLE 5. 2014-0112.DWG EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND 2F REMOVED FROM SITE IN p ACCORDANCE WITH TITLE 5. �N � N 2 0 �`' LOT 2 LOCUS S EXETER RO W 0 20 30 40 m AD z GRAPHIC SCALE: LOCUS MAP 1 INCH = 20 FEET NOT TO SCALE: SILL ®EL. 18.71 FINISH GRADE EX. ELEV. 17.6 12' OF_ 4: INV.= SCH 40 S, 15.88 DATUM: RAISE COVERS TO WITHIN 6" OF FINISH GRADE FINISH GRADE ELEV. 17.0 22 M1- X 7'CS=0.015 INV.= 14.90 10 -TEE 14"TEE INV.= 14.70 5 TALL 4 _6 1/2 GAS BAFFLE 4'-1" LIQUID LEVEL L BOT= 10.35 PROPOSED 1,500 GALLON SEPTIC TANK TO BE SET ON LEVEL STABLE BASE VERTICAL DATUM: MSL± YARMOUTH GIS BENCH MARK USED: CORNER OF CONC. STEP ELEVATION 18.15 SITE & SEWAGE REPAIR PLAN #8 ACA DIA ROAD IN W. YARMOUTH DATE: MAY 10, 2014 APPLICANT: JACK & DEBBIE SCHNYER 8 ACADIA ROAD WEST YARMOUTH MA 02673 SHEET 2 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY©YAHOO.COM FINISH GRADE ELEV. 16.6 FINISH GRADE ELEV. 17.0 N 12" MIN -36" MAX. COVER OBS, N TOP ELEV 14.70 PORT(s 4 OUTLET PROPOSED 32 LEACHING CHAMBERS H-10 DB6 INV.=14.43 4 I IAIITC oro onus VV.=14.60 CONSTRUCTION NOTES: 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE, 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY MUST WITHSTAND H-20 LOADING. 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. S. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. 13. MAGNETIC TAPE ON ALL COMPONENTS. 0 �o uj 0 a. uj LEV=13.7 SYSTEM DESIGN DESIGN FLOW 4 BEDROOMS AT 110 GPB/D I L GPD ///,C�� REQUIRED SEPTIC TANK `n `n TEST PIT # 1 ELEV 8.7 ADJ. HIGH GROUNDWATER OBSERVATION PORT CREW CAP---___. D FILL SAND FILL SAND FILL FILL TSANSAND 1., r //,- I -2.83'-�- 2.83'--I-- 2.83--}--- 2.83 �- - 11.33' SIDE VIEW ___440 x_2 _ 880 GAL. SEPTIC TANK PROVIDED = _1500 -GAL. SIZE OF LEACHING FACILITY REQUIRED I% DESIGN PERC RATE --<_Z-----MIN./INCH LONG TERM APPL. RATE-2j-4-GPD/S.F. 440 - 0.74 SF/GPD = _5_95 S.F. MIN. REQ. SIZE OF LEACHING SYSTEM PROVIDED: USING 32 STONELESS UNITS INFILTRATOR - 32 QU1K "4" STANDARD 4.73 SF / LF X (4 x 32') = 605.4 S.F 605.4 x 0.74 G/SF = 448 GPD 448 GPD PROV > 440 GPD REQ. = 8 GPD NO (GARBAGE DISPOSAL / GRINDER ALLOWED) DTH #1 INDICATES DEEP TEST HOLE NO MOTTLING NO WEEPING INDICATES P-1 56" PERC TEST 100" INDICATES ADJ. GROUNDWATER 130" OBS. GROUNDWATER NO OBSERVED GROUNDWATER DATE OF WELL: 3/2014 INDEX WELL: MIW-29 WELL ZONE: B WELL DEPTH: 8.18 DEPTH OF WATER: 10.8 WELL ADJUSTMENT: 2.5 DEPTH OF ADJ.: 8.3 TO ALLOW THE LEACHING AREA TO BE 17.5' FROM THE FOUNDATION. A 2.5' VARIANCE IS REQUESTED. D.T.H. #1 0 DATE: 4-10-14 GROUND ELEV. 17.0 ADJ. G.WATER=8.7 0/E/A LOAMY SAND 10YR 5/1 4" B LOAMY SAND 10YR 5/6 ELEV =14.7 28' 56" EL=8.7 -001- 100" C F. MEDIUM SAND 2.5Y 7/2 EL=6.2 130" 144" ELEV = 5.0 B.O.H. PHIL RENAUD SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. RODNEY FISHER (MIKE) SOIL TYPE:1_ PERC RATE: <2 MIN. PER INCH LOADING RATE: 0_74 GAL/SF/MIN