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HomeMy WebLinkAboutDOA - 15 Edgewater Drive - Site PlanEL.=26.8' REMOVE PORTION OF FIRST FL DECK AND RELOCATE TO SIDE PROPOSED ADDITION EXISTING PINE TREES TO BE REMOVED TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD DATE: 1/15/14 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS J 13_0' 120" 1 NO GROUNDWATER ENCOUNTERED I off 508-362-4541 fox 508-362-9880 downcope.com down cope engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 LEACHING FACILITY 13.0' BOTTOM TH-1 & 2 NO GROUNDWATER FOUND (GROUNDWATER EXPECTED AT SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW j/22 95 SEPTIC TANK: 440 GPD (2) = 880 **RE—USE EXISTING 1000 GAL. SEPTIC TANK 3.17 LEACHING: SIDES:2 (33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD CAUTION: GASLINE IN AREA OF PROPOSED WORK TOTAL: 614 S. F. 455 GPD LlI / USE (3) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) I WITH 4' STONE ALL AROUND 2-2-1 L-1 DATE DANIEL A. OJALA, P.E., P.L.S. SYSTEM PROFILE I ALL SYSTEM SHALL BE TTAPE — SEPTIC TANK 22' D' BOX 12' — *THE INSTALLER SHALL VERIFY THE **INSTALLER MARKED WTHCMAGNETIC OR SIZE AT LOCATIONS OF ALL UTILITIES AND ALL 1000 GALLONS AND ITS SUITABILITY FOR RE—USE. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ELEVATIONS PRIOR TO INSTALLING CONCRETE COVERS TO WITHIN 3" GRADE IF NOT SUITABLE PORTION OF SEPTIC SYSTEM 2" PEASTONE OR GEOTEXTILE TOP FOUND. EL. 67.0 FILTER FABRIC OVER STONE r2% \ MINIMUM .75'1 OF COVER OVER PRECAST SLOPE REQUIRED OVER SYSTEM ' 4"SCH40 PVC PRECAST H -LD BLOCKS OR RISERS (TYP.) 2'm 21 3' 4"OSCH40 PVC PRECAST RISERS MORTAR ALL _ PIPES LEVEL IST 2' 4• ! ENDS COMPONENTS H -1D (TYP.) INV'S EL. 19.41' 4 SIDES 20.24 110" a' EXISTING 1000 TEE *©Do® TEE 19.9 f' ME - 0 OQo©© �.�®�'® L�©�I e SEPTIC TANK" ° W/O ELEV. 16.2• GAS BAFFLE .. o 000°o°o°o 0 0 ° 19.68' 19.51' '°°° °°°° °° 17.41 °°°°e°°c 1010-0-0 0 oo 0 0 0 0 c 00000 0 0 0 0 0 0 0 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 0 0 0 0 0 0 0 0 0 0 o c o„o„o,.,o„o„o o„o„o„o„o�o, 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' COMPACTION. (15.221 [2]) a.4' EL.=26.8' REMOVE PORTION OF FIRST FL DECK AND RELOCATE TO SIDE PROPOSED ADDITION EXISTING PINE TREES TO BE REMOVED TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD DATE: 1/15/14 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS J 13_0' 120" 1 NO GROUNDWATER ENCOUNTERED I off 508-362-4541 fox 508-362-9880 downcope.com down cope engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 LEACHING FACILITY 13.0' BOTTOM TH-1 & 2 NO GROUNDWATER FOUND (GROUNDWATER EXPECTED AT SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW j/22 95 SEPTIC TANK: 440 GPD (2) = 880 **RE—USE EXISTING 1000 GAL. SEPTIC TANK 3.17 LEACHING: SIDES:2 (33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD CAUTION: GASLINE IN AREA OF PROPOSED WORK TOTAL: 614 S. F. 455 GPD LlI / USE (3) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) I WITH 4' STONE ALL AROUND 2-2-1 L-1 DATE DANIEL A. OJALA, P.E., P.L.S. (—L% % SLOPE) (-1-7 SLOPE) FOUNDATION— EXIST. — SEPTIC TANK 22' D' BOX 12' — *THE INSTALLER SHALL VERIFY THE **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT LOCATIONS OF ALL UTILITIES AND ALL 1000 GALLONS AND ITS SUITABILITY FOR RE—USE. REPLACE BUILDING SEWER OUTLETS AND WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE ELEVATIONS PRIOR TO INSTALLING ANY CONDITIONS IF NOT SUITABLE PORTION OF SEPTIC SYSTEM EL.=26.8' REMOVE PORTION OF FIRST FL DECK AND RELOCATE TO SIDE PROPOSED ADDITION EXISTING PINE TREES TO BE REMOVED TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD DATE: 1/15/14 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS J 13_0' 120" 1 NO GROUNDWATER ENCOUNTERED I off 508-362-4541 fox 508-362-9880 downcope.com down cope engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 LEACHING FACILITY 13.0' BOTTOM TH-1 & 2 NO GROUNDWATER FOUND (GROUNDWATER EXPECTED AT SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW j/22 95 SEPTIC TANK: 440 GPD (2) = 880 **RE—USE EXISTING 1000 GAL. SEPTIC TANK 3.17 LEACHING: SIDES:2 (33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD CAUTION: GASLINE IN AREA OF PROPOSED WORK TOTAL: 614 S. F. 455 GPD LlI / USE (3) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) I WITH 4' STONE ALL AROUND 2-2-1 L-1 DATE DANIEL A. OJALA, P.E., P.L.S. LOCUS MAP NOT TO SCALE SCALE 1"=2000'± ASSESSORS MAP 92 PARCEL 11 LOCUS IS WITHIN FEMA FLOOD ZONE A5 ELEV. 7, B AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 NOTES 1. DATUM IS NGVD29 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–]_Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 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 OR PUMPED AND FILLED WITH CLEAN SAND. 13. PROVIDE DRYWELLS OR STONE DRIP TRENCHES FOR ROOF RUN–OFF 14. WORK LIMIT LINE TO CONSIST OF STAKED SILT FENCE 0.18 TITLE 5 SITE PLAN OF 15 EDGEWATER DRIVE SOUTH YARMOUTH PREPARED FOR M/M RONALD DEVEAUX FEBRUARY 2, 2014 Scole:1"= 20' 0 10 20 30 40 50 FEET a EnoPah 0 ,00ring � 1! f N' h gGr w ,LOOS yet ores Nson Ln tI 0 je� 3 LOCUS MAP NOT TO SCALE SCALE 1"=2000'± ASSESSORS MAP 92 PARCEL 11 LOCUS IS WITHIN FEMA FLOOD ZONE A5 ELEV. 7, B AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 NOTES 1. DATUM IS NGVD29 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–]_Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 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 OR PUMPED AND FILLED WITH CLEAN SAND. 13. PROVIDE DRYWELLS OR STONE DRIP TRENCHES FOR ROOF RUN–OFF 14. WORK LIMIT LINE TO CONSIST OF STAKED SILT FENCE 0.18 TITLE 5 SITE PLAN OF 15 EDGEWATER DRIVE SOUTH YARMOUTH PREPARED FOR M/M RONALD DEVEAUX FEBRUARY 2, 2014 Scole:1"= 20' 0 10 20 30 40 50 FEET