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HomeMy WebLinkAboutEngineered Plan - 2018f SYSTEM /� PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES � V 1 MARKED WITH MAGNETIC TAPE OR PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1, DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2, MUNICIPAL WATER IS EXISTING .75' PRECAST H-10 RISERS (TYP.) 2'0 ;ISTING 27.2't 2% SLOPE REQUIRED OVER SYSTEM 36-37 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PRECAST 2" PEASTONE OR GEOTEXTILE BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST FILTER FABRIC OVER STONE PRECAST RISERS UNITS TO BE AASHO H-10 (H-20 PUMP CHAMBER) 4" OSCH40 PVC MORTAR ALL H-20 PIPES LEVEL 1ST 2' 4' ri COMPONENTS INV S EL. 33.17 4' 5. PIPE JOINTS TO BE MADE WATERTIGHT. o-6" MIN. SUMP "i 12" MIN. INT. DIM. OTE: 2" MIN. WALL ENDS (Np) SIDES 34.0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE z THICKNESS REQUIRED P : o�=o�ao�e °°°°° .:... a: ... .. ova 1 0 ... ..... aaa a .. aaao-0 .. ... �ooa ° °_°=°=°a° °_°�° o°o°o°o°d ° ° ° ° c. .f WITH 310 CMR 15.000 (TITLE 5.) v PROP. TEE °°°°°°°°°°°° WATERTEHT D'SOX ° ° )o°o°o°o° . oa000a000®o oa�a000�oo� >o°o°o°a°d .c CL °°o°a°00°0°off FOR LEVELNESS N '�°�°�°�° t��OO�000�OC7� ooaoaaoa000 00000000 .— 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND j "P , ip000000o aoa000a�®m� ���OOO �DOO ©� ;00000000 , 31.17 NOT TO BE USED FOR LOT LINE STAKING OR ANY a 33.44' 33.27 >°o°o?o°o °0000000 OTHER PURPOSE. a Q 1 LH-10 8. PIPE FOR SEPTIC SYSTEM_ TO SCH. 40-4" PVC. 3/4"-1-1/2" W DOUBLE WASHED STONE 4' MIN. S00 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' _ CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [2]) 2°1 HEALTH AND PERMISSION OBTAINED FROM BOARD C i OF HEALTH. Kelley's Bay j 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND f tc (�/� 18.4' BOTTOM AH1 VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS OCUS MAP (1 % SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 "=2000'f WORK. FOUNDATION— EXISTING SEPTIC TANK 2, PUMP _25'— D' BOX 12' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 101 PARCEL 100 FACILITY CHAMBER BE REMOVED BENEATH AND 5' AROUND THE LEGEN D 99 — EXISTING CONTOUR X 99• 1 EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR [98.41 PROPOSED SPOT EL. T�Hy,1 } TEST HOLE SLOPE OF GROUND 7 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 PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X 12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS AND REMOVED. SHOWN ON COMMUNITY PANEL #25001 CO583J 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM DATED 7/16/2014 **INSTALLER SHALL CONFIRM MINIMUM SEPTIC IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY ALARM AND CONTROL PANEL PERMIT REQUIRED. SITE IS WITHIN ZONE II FOR RE —USE. REPLACE WITH 1500 GALLON TO BE INSTALLED INSIDE PROP. H-20 WATERTIGHT COVER TO GRADE SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF BUILDING. ALARM TO BE ON NOT SUITABLE SEPARATE CIRCUIT FROM PUMP_ PROVIDE QUICK DISCONNECT FOR PUMP Z 29.7' TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: BRUCE MURPHY DATE: 6/20/2018 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS AUGER HOLE (AH 1) QELEV. ELEV. 0„ 37' 0„ ' 30.4' A LS 141OYR 4/2 " B LS 38„ 1OYR 5/6 33.8' PERC C MS 1OYR 6/4 EXISTING PIT C MS 1OYR 7/4 AUGER TO 12' BELOW TOP OF PIT 132" I I 26' 144" 1 NO GROUNDWATER ENCOUNTERED DCE # 18-195 18.4' RECOMMENDED DRIVEWAY DRAIN TO'bAPTURE CONN C LOT 36 0 15,000 S. F. �2 PATIO BENCHMARK: CORNER CONC. SHOWER PAD = DECK T i 30.5' NAVD88 CUT AND PATCH PAVEMENT AS REUIRED EXISTING / DWELLING TOF=36.9 •.1 0 Ate• 0 gyp. O f vo AH1 T PAVED RIVE D �� r' � Ll•u�rc 33 Scale: 1 • • 10 20 30 40 50 FEET _ rr �zr LOW POINTS INV. IN 27.18' I " NO 4----- SYSTEM DESIGN: 1000 GAL. H-20 S/ 2 PRESSURE LINE FLOAT SWITCH 440 �GAL.+ SLOPE TO DRAIN BACK TO PC SETTINGS: ALARM ON GARBAGE DISPOSER IS NOT ALLOWED RESERVE PUMP ON 0.25" WEEP HOLES EXISTING 4 BEDROOM DWELLING ' __ CHECK VALVE 8„ DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD .,4" WORKING RANGE MYERS SRM 4 USE A 440 GPD DESIGN FLOW 4" SUBMERSIBLE 4/10 HP PUMP PUMP OFF 8" SYSTEM (OR EQUAL) SEPTIC TANK: 440 GPD (2) = 880 0 o 0000 **RE —USE EXISTING H-20 1000 GAL. SEPTIC TANK � o00000 0000 G� PUMP CHAMBER ADD H-20 1000 GAL. PUMP CHAMBER \ (NOT TO SCALE) LEACHING: WATERPROOF/WATERTIGHT SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S.F. 455 GPD USE (3) H-20 500 GAL. LEACHING CHAMBERS (ACME OR BED EQUAL) WITH 4' STONE ALL AROUND \ ROOM \ Ok Fq� BATH KITCHEN ^ �F\ ROOM SUN ROOM .19 LIVING BED BED ROOM ROOM I ROOM I Peemit`valh for 11EPAt12_t)h SEPTIC SYS_1_FN1 ON V, (Ite to State and 1 anal septic. variances. �y� Board of Health review and approval is required for "= any future additions/r.Ay,% ftions/alterations to ffil cewane facilities and/oratruc�hfres/dwellirr�. 4TH BEDROOM LOCATED IN PARTIALLY FINISHED BASEMENT. FLOOR PLAN NOT TO SCALE r,,%Zy, OF J�dgsS �� DANIEL yc A. OJALA q No. 40980 \�ooFESS\0c,)z, t AHOFblys\ f""_ CIVIL 1 �' No.45502 GiSTER� 0NAI Ej t C �_( D DATE DANIEL A. OJALA, P.E., P.L.S. , MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 16 KEEL CAPE DRIVE SOUTH YARMOUTH, MA PREPARED FOR MARY R LOVE TRUST DATE: JULY 5, 2018 off 508-362-4541 fax 508-362-9880 downcape.com 40WR cape to- jineeri7 f, ire. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 18-195 MARY R LOVE TRUST.DWG