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HomeMy WebLinkAboutEngineered Plan - Rev. 2016SYSTEM 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 OVFR PRFCAST PRECAST H -t0 NOTE: 2" MIN. WALL RISERS HT -`I THICKNESS REQUIRED 2 26.6' 4" OSCH40 PVC 6" MIN. SUMADIM. PIPES LEVEL 1 ST 2' ''` 12" MIN. INT. 10" EXISTING 14" EE':- TEE E TEE SEPTIC TANK TEE _25.2' `- °°°0°0 °000 WATERTEST D'BOX ADD GAS BAFFLE ��o��jq°ouno° FOR LEVELNESS FOUNDATION EXIST LEGEND- EGEND99- 99- EXISTING CONTOUR X 9-91 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 MORTAR ALL H-10 TEST HOLE 2� SLOPE OF GROUND 2016 (LINER) - UTILITY POLE 1OYR 4/2 FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS 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 27.5' 22 ELEV. 1 BLOCKS OR 27.5' A PRECAST RISERS LS 7" 1OYR 3/2 MORTAR ALL H-10 I)ate REV.: FEB. S 2016 (LINER) - COMPONENTS 1OYR 4/2 B (�P') 0 ENDS 26" 1OYR 5/6 SIDES 25.53' F"eek"oe�oo�os°oQep"a °o°o°o°o '• ' oaoo ::zoo®a 0 0 o®oa a r >0°0°0°0° >00000000 ����aoaoao© oaaaoo�©oma .00000000 >00000000 ooaaa�o®oao :00000000 7' 24.9' 24.73 °°°°°°°° °°°°°°°° ° 0 ° ° ° ° ° 0 `H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [2]) N (_LL7. SLOPE) (-1-7. SLOPE) SEPTIC TANK 2' D' BOX 5' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 1 /27/2016 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS PERC C MS 2.5Y 6/6 132" I 116.5' NO GROUNDWATER ENCOUNTERED LICE #16-017 FLOOR PLANS SCALE 1 "=30' • • 10 20 30 40 50 FEI 16.5' BOTTOM TH-1 NO GROUNDWATER FOUND LEACHING FACILITY **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). NOTES 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H- (M 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS 0 T 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 WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED "Eu :51, 2.0116 LOCUS MAP NOT TO SCALE ASSESSORS MAP 78 PARCEL 174 LOCUS IS WITHIN ZONE II VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 14') SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 **RE -USE EXISTING 1000 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 APPROVED MA DATE BOARD OF HEALTH �~ TITLE 5 SITE PLAN OF Permit v-111le' for REPAIRti Lo l septic riances. #22 ANTLERS ROAD �O ONLY, duc to Stale and Local septic rari.rnces. �Q) ' �WIIL LINER AT 5' Boart1.. of Ilealth review and approval is required for PROVIDE 23OF Oany; futurecilli additor strenov ush s/alinga ons to SOUTH YARMOUTH, MA OFF SAS IN�1R A SHOWN. TOP AT, ELEV. 25.5', BOTTOM AT EL. 21.5't sewagc facilities and/or structures/dhsellinl J'z Yarmouth 11ealih Department PREPARED FOR APPROVED/ SCOTT STEELE rt.Y,tA- w ELEV. 1 0" 27.5' A DATE: LS 7" 1OYR 3/2 ICame I)ate REV.: FEB. S 2016 (LINER) - 10" 1OYR 4/2 B LS 26" 1OYR 5/6 25.3' PERC C MS 2.5Y 6/6 132" I 116.5' NO GROUNDWATER ENCOUNTERED LICE #16-017 FLOOR PLANS SCALE 1 "=30' • • 10 20 30 40 50 FEI 16.5' BOTTOM TH-1 NO GROUNDWATER FOUND LEACHING FACILITY **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). NOTES 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H- (M 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS 0 T 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 WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED "Eu :51, 2.0116 LOCUS MAP NOT TO SCALE ASSESSORS MAP 78 PARCEL 174 LOCUS IS WITHIN ZONE II VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 14') SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 **RE -USE EXISTING 1000 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 APPROVED MA DATE BOARD OF HEALTH �~ TITLE 5 SITE PLAN OF Permit v-111le' for REPAIRti Lo l septic riances. #22 ANTLERS ROAD �O ONLY, duc to Stale and Local septic rari.rnces. �Q) ' �WIIL LINER AT 5' Boart1.. of Ilealth review and approval is required for PROVIDE 23OF Oany; futurecilli additor strenov ush s/alinga ons to SOUTH YARMOUTH, MA OFF SAS IN�1R A SHOWN. TOP AT, ELEV. 25.5', BOTTOM AT EL. 21.5't sewagc facilities and/or structures/dhsellinl J'z Yarmouth 11ealih Department PREPARED FOR APPROVED/ SCOTT STEELE rt.Y,tA- w DATE: FEB. 4, 2016 ICame I)ate REV.: FEB. 16, 2016 (LINER) - DATE DANIEL A. OJALA, P.E., P.L.S. off 508-362-4541 I fax 508-362-9880 downcape.com 00WO cdp69 LOAUW PUJ7� inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 16-.017 STEELE.dwg ' `JOB N0.=26966 . E0301