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HomeMy WebLinkAboutEngineered Plan - 2015TOP FOUND. EL. 35.6' PRECAST H-10 RISERS (TYP.) 2'0 k: PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 35.0' MINIMUM J5' OF COVFR OVFR PRFCAST SYSTEM PROFILE (NOT TO SCALE) 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE 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 34.5' NOTE: 2" MIN. WALL THICKNESS REQUIRED BLOCKS OR PRECAST RISERS 4"OSCH40 PVC MORTAR ALL s" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-10 12" MIN. INT. DIM. 4' (TYP•) INV'q 171 11 0 4' ENDS SIDES 32.03' u 10ll 1500 GAL H-10 14•" y see<o�ooe . ... ° .•. O O O O OOOO 31.75 TEE SEPTIC TANK TEE ° ° 0.... ��01 � 0mm� �0�� >000000000 1.50 >°o°o°o^0 �0�� �00000�000� >o^o^o°o° °°°°°°°°°°°° WATERTEST D BOX ° ° ° ° uou GAS BAFFLE °°�°°r°°°°°°° FOR LEVELNESS N ;0U0 0 O0O0000 000aaa0000® oo�a000�®aa .00000000 4' LIQ. LEVEL (ACME OR EQUAL) 31.47 31.3 °° ' °°°°°°°° 29'2 :: ....:..:.:....: i oo°0°a°o^o^o°o°o°0°0°0°0°0°0°0°0°0°0°0°-00 01 00 L '��°0°0°�^°^°^°°�°°°°O°°°°°P°°?^°^°"°^�'°°°°°' 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. / (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' X COMPACTION. (15.221 [2]) X (—Z—% SLOPE) FOUNDATION 18' — LEGEND _99— EXISTING CONTOUR X 99 1 EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR (98.4] PROPOSED SPOT EL. TH1 Y TEST HOLE 2� SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE: 11/19/15 PERC. RATE = < 2 MIN/INCH CLASS ' SOILS Q ELEV. 1 Ott 34.5' A LS 8" 1OYR 4/2 B LS 24„ 1OYR 5/6 32.5' PERC C MS 1OYR 6/6 124" I 124.2' NO GROUNDWATER ENCOUNTERED DICE #,5-329 (--L—% SLOPE) (—!—% SLOPE) SEPTIC TANK 3' D' BOX 12' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM Scale: 1 "= 20' 0 10 20 30 40 50 FEET LEACHING FACILITY 24.2' BOTTOM TH-1 NO GROUNDWATER FOUND NOTES 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUS MAP WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 88 PARCEL 250 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 11.8') SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE_ A-330–GPD D-ESIGN—FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND MA APPROVED DATE BOARD OF HEALTH Permit valid for RIEPAIR OF SEPTIC SVS -114M ONI,Y; dur to State and Local septic variances; Board. of health review and approval is required for any, future ad(Iitions/rcnn%ations/alterations to sewage facilities and/,)r.structur-es/(Isselting: Yarmtiuth 11eaffl) 1)gma tment APPROVE DA -e 1 a :;_e Date 0 F MA Thor o DANIEL Gu DANIELA. J .; -A' ' 0 OJALA `� A' CIVIL OJALA 02 �, No. 40980 _ Q P OF SS\O e' TITLE 5 SITE PLAN OF #18 CAPTAIN BACON ROAD SOUTH YARMOUTH, MA GIs a �`Z0N c DATE DANIEL A. OJALA, P.E., P.L.S. PREPARED FOR B&B/ HUDAK DATE: NOV. 19, 2015 off 508-362-4541 fax 508-362-9880 downcope.com don c01,0e e#7 1174ser/1766, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 JOB N0.=26430 . E0301 15-329 Owl, CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUS MAP WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 88 PARCEL 250 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 11.8') SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE_ A-330–GPD D-ESIGN—FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND MA APPROVED DATE BOARD OF HEALTH Permit valid for RIEPAIR OF SEPTIC SVS -114M ONI,Y; dur to State and Local septic variances; Board. of health review and approval is required for any, future ad(Iitions/rcnn%ations/alterations to sewage facilities and/,)r.structur-es/(Isselting: Yarmtiuth 11eaffl) 1)gma tment APPROVE DA -e 1 a :;_e Date 0 F MA Thor o DANIEL Gu DANIELA. J .; -A' ' 0 OJALA `� A' CIVIL OJALA 02 �, No. 40980 _ Q P OF SS\O e' TITLE 5 SITE PLAN OF #18 CAPTAIN BACON ROAD SOUTH YARMOUTH, MA GIs a �`Z0N c DATE DANIEL A. OJALA, P.E., P.L.S. PREPARED FOR B&B/ HUDAK DATE: NOV. 19, 2015 off 508-362-4541 fax 508-362-9880 downcope.com don c01,0e e#7 1174ser/1766, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 JOB N0.=26430 . E0301 15-329