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HomeMy WebLinkAboutEngineered Plan - Rev. 2017SYSTEM PROFILE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6 OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE MINIMUM .75 OF COVER OVER PRECAST ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER SYSTEM 28-29.3 NOTE: 2" MIN. WALL BLOCKS OR PREC4-�7 THICKNESS REQUIRED RISER4"OSCH40 PVC COMPONENTS HRECOAST RISERS INV'S EL. 6" MIN. SUMP PIPES LEVEL 1ST 2' 2 5' 25.5'ti= 72" MIN. INT. DIM. END5BET. SIDES 10"1500 GAL H-10 14"P°e°<°� _:.:. : • : o>TEE SEPTIC TANK TEE°°°°°°°° $o o° 26. \26.12' �(�®® G OOO® oWo. ®��® —®�0� 0 ° ° ° ° ° ° WATERTEST D'BOX 'a°o0o°0° . ��®�DO��OO D® oo'oba a©�oaaaoaaa i oo°o°o°o°o°o �o°o°o°o° 0 0 0 O O o 0 0 0 O oo°o°o O D O O O �o°o°o°c GAS BAFFLE ::'°°� °°°°°° FOR LEVELNESS ;000000°o aaDa0���00a °°°°°°®®o®oa®aa� °°°°° 10.0.000, mmrgr=DOODaaO oa0000 a�a0�Da0�0� :0000g0C 4' LIQ. LEVEL (ACME OR EQUAL) , 25.80 26.63 '°°°°°°°° '°° ° 000°0°OO°O°e°�°�°0°0°0°0°0°0°0°0°0°0°0°0°0°�°0 tJ _ o°o°o°o°o°o�o�o�o°o°o°o°o°o0o°o„o„o,�o°000°o. �� H-10 500 GAL. LEACHIIIG CHAMBERS BY ACME PRECAST 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10'.. COMPACTION. (15.221 [2]) (_5-7% SLOPE) FOUNDATION— 11' — LEGEND 1 %SLOPE) (1 SLOPE) 18.5' BOTTOM TH-1 ( % SEPTIC TANK 32' D' BOX 15' — 99— EXISTING CONTOUR X 99-1 EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH 1 \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. TEST HOLE 4. DESIGN . LOADING FOR ALL PROPOSED PRECAST a SLOPE OF GROUND UNITS TO BE AASHO H—].Q UTILITY POLE _ FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS:. AMY VON HONE, RS DATE: 6/21/17 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS IT ELEV. 1 0" 29.5' A LS 10" 1OYR 3/1 B LS 36" IOYR 5/6 26.5' C PERC FS 2.5Y 7/3 132" -L 118.5' NO GROUNDWATER ENCOUNTERED DICE # 17-154 • • 10 20 30 40 50 FEET LEACHING FACILITY NO GROUNDWATER FOUND .5' VARIANCES REQUESTED: UNDER MA).. FEASIBLE COMPLIANCE 15.405: 1 (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 8') NOTES 1. DATUM IS NAVD 88 To, z 2. MUNICIPAL WATER IS EXISTINGcu `oye \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN . LOADING FOR ALL PROPOSED PRECAST a UNITS TO BE AASHO H—].Q Knob Hiii 5. PIPE JOINTS TO BE MADE WATERTIGHT. Route 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Whites Path BIS Old S ° WITH o 310 CMR 15.000 (TITLE 5.) a Lo u 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND o cre ly�S� of Sfe�n NOT TO BE USED FOR LOT LINE STAKING OR ANY USE _A_ 1500 GAL. SEPTIC_ TANK OTHER.PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR O CONCEALED WITHOUT INSPECTION BY BOARD OF z HEALTH AND PERMISSION OBTAINED FROM BOARD Ni OF HEALTH. 10. CONTRACTOR AB RESPONSIBLEOR 296 GPD CALUNGO GSALOCUS ( (1-888-344-7233) AND MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & SCALE 1"=2)00'± TOTAL: 600 S.F. OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. tom. ASSESSORS MAP 100 PARCEL 94 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. USE (3) 500 GAL. LEACHING CHA 12. EXISTING LEACHING FACILITY SHALL BE PUMPED OR EQUAL) AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. WITH 2.25' STONE AT ENDS 5' BE SYSTEM DESIGN] IS NOT ALLOWED GARBAGE DISPOSER DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 88 USE _A_ 1500 GAL. SEPTIC_ TANK LEACHING: SIDES: 2 40 + 10 2 .74 = 148 GPD BOTTOM 40 x 10 .74 = 296 GPD TOTAL: 600 S.F. 444 GPD 0 tom. USE (3) 500 GAL. LEACHING CHA BERS (ACME OR EQUAL) > O- o WITH 2.25' STONE AT ENDS 5' BE WEEN UNITS AND 2.6' _ AT SIDESLU .? Q M z �`AP,PROVED Permit v-,,10 for 11F.PAl13 t)!' SEPTI(' Sl'S'1'C?i S 1 ONLY, dtie: to State and I ucsl septic variances. Ilaoardof Biealth review and approval is required for future additions/ren �tiunsiatterations to sewage f.ociUties anal/or struclures/ds.elling. Yarmouth Ilealth Department All"PROVED 5�0,&M H OF ygSSy DANIELA. o OJALA CIVIL ° No. 46502 �cFe GISTS r,a/ (HOF 4,18 DANIEL A. OJALA U No. 40980 �OFESS�°��Q� �C( DATE DANIEL A. OJALA, P.E., P.L.S. DATE TITLE 5I , MA OARD OF HEALTH SITE PLAN OF #49 PUTTING GREEN CIRCLE SOUTH YARMOUTH, MA PR PARED FOR KARL 6HAMBERS DATE: I UNE 30, 2017 DATE: JULY 14, 2017 (TANK SIZE) off 508-362-4541 I fax 508-362-9880 downcape.com down ca.P e4lfteerin�, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOTHPORT MA 02675 17-154