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HomeMy WebLinkAbout23 West Road - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. PROPERTY LINE NOTES: RECORD PLAN LACKS BEARINGS. SIDE LOT LINES HELD PERPENDICULAR TO REAR LOT LINE. YARMOUTH ROAD BOUNDS AND LAYOUTS FOR BAY ROAD AND HEDGE ROW HELD. PROPOSED ADDITION 11 S.F . 2° 82 20.9 N /F DOKU PROPOSED ADDITION 50 S.F. N /F BRITA 6.0' 6.4' ti 2°6 i O@ .f O QP,LO' 10,91 2°z D •` 210 21.1 BENCH MARK --MAG. NAIL SET IN PAVEMENT= 20.00 ASSIGNED .0 TH 1 \2p.6 N /F KHOURY MAW1 I 1P O O 0_ w C'1 0 w RAISE GRADE OVER SEPTIC TANK LEGEND ' I"* 2 3A } TH 1 TEST HOLE LOCATION, NUMBER 2° -\J-- WATER LINE MARKINGS 2°• �O -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) ----C;--- GAS LINE MARKINGS A layer 10yr 3/4 '8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 12 �6-� EXISTING CONTOUR Ron Cadillac, Soil Evaluator _8- PROPOSED CONTOUR IF GRADES CAN NOT BE MET A PUMP 0 UTILITY POLE (IF SHOWN) 2 ® EXISTING DRAINAGE CATCH BASIN <2'-00"/inch (C layer) - x - FENCE (IF SHOWN, NOT ALL SHOWN) loamy sand 4 TREE (IF SHOWN, NOT ALL SHOWN) 30" 17.9 MAW1 I 1P O O 0_ w C'1 0 w RAISE GRADE OVER SEPTIC TANK JOB NO. Y14-26 NOTES By2.dwg 1, LOCUS IS A.M. 22, PARCEL 33. FFBu2�9156 S813/53 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X (.2% CHANCE) ON FIRM PA EL 569 DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' AREI ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW O -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" IMIN. 1/8 TO 1/2" PEA STONE ON TOP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL F R 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE CENTER OF NEW SEWER LINE PERFORMED BY: TO EXIT 2'-3 1/2" BELOW WITNESSED BY: ASEMENT TOP OF FOUNDATION PERC RATE: SOIL SURVEY(199 GEOLOGIC MAP(1� FPREPLUMB 18.82 18.72 Invert 18.25 Invert Proposed Use Gas Baffle ft# 9 min. cover 0 _/ I ' I"* 2 3A 2°.2 X/ 2° 21.28± 2°• �O Top Foundation JOB NO. Y14-26 NOTES By2.dwg 1, LOCUS IS A.M. 22, PARCEL 33. FFBu2�9156 S813/53 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X (.2% CHANCE) ON FIRM PA EL 569 DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' AREI ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW O -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" IMIN. 1/8 TO 1/2" PEA STONE ON TOP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL F R 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE CENTER OF NEW SEWER LINE PERFORMED BY: TO EXIT 2'-3 1/2" BELOW WITNESSED BY: ASEMENT TOP OF FOUNDATION PERC RATE: SOIL SURVEY(199 GEOLOGIC MAP(1� FPREPLUMB 18.82 18.72 Invert 18.25 Invert Proposed Use Gas Baffle ft# 9 min. cover 0 _/ I �d� 2°.2 X/ JOB NO. Y14-26 NOTES By2.dwg 1, LOCUS IS A.M. 22, PARCEL 33. FFBu2�9156 S813/53 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X (.2% CHANCE) ON FIRM PA EL 569 DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' AREI ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW O -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" IMIN. 1/8 TO 1/2" PEA STONE ON TOP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL F R 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE CENTER OF NEW SEWER LINE PERFORMED BY: TO EXIT 2'-3 1/2" BELOW WITNESSED BY: ASEMENT TOP OF FOUNDATION PERC RATE: SOIL SURVEY(199 GEOLOGIC MAP(1� FPREPLUMB 18.82 18.72 Invert 18.25 Invert Proposed Use Gas Baffle ft# 9 min. cover 0 8-28' I TEST HOLE 1 4' 1.9' -USGS Adjustment 0 DESIGN DATA O 20.4 NOT TO SCALE LOCATION MAP Proposed S=1/8"/ft S �1 8" ft 1 3" Max. 1500 Gal. / / / T Inspection Port 116„ __observed rioter -----10.6 Invert 18.50 in. "`(-' .zOA I Proposed Septic Tank 7 ----------13.8' 134" 9.2 i 20.6 't;,/J -� I T Invert 17.82 17.5 Invert 18.03 Proposed 5' Bottom 6" Stone or compact Proposed 4, , 1 1 I 1 A-18'' L_ 20' 1'-a High Ground water=12.5 0' / 8-28' I TEST HOLE 1 4' 1.9' -USGS Adjustment DEPTH (inches) ELEV.(feet) DESIGN DATA O 20.4 A layer 10yr 3/4 June 19, 2014 12 sandy loam 19.4 Ron Cadillac, Soil Evaluator IF GRADES CAN NOT BE MET A PUMP Amy Van Hone, RS, CHO 2 B layer 10yr 6/8 <2'-00"/inch (C layer) 28' n loamy sand Carver coarse sand 30" 17.9 Harwich outwash plain deposits AS SHOWN, IN AN 8'-6" WIDE BY 55' LONG, 33 ADS ARC 36LP C layer 2.5y 7/3 rt 18.86 4.73 SFAF X 5'/UNIT=23.65 S.F/UNIT med. fine sand posed Top Units=18.17 33 UNITS X 23.65 SF/UNIT=780.45 SF(EFFECTIVE) ® Filter Cloth N /F - DESIGN CAPACITY: Proposed S=1/8"/ft S �1 8" ft 1 3" Max. 1500 Gal. / / / T Inspection Port 116„ __observed rioter -----10.6 Invert 18.50 in. "`(-' .zOA I Proposed Septic Tank 7 ----------13.8' 134" 9.2 i 20.6 't;,/J -� I T Invert 17.82 17.5 Invert 18.03 Proposed 5' Bottom 6" Stone or compact Proposed 4, , 1 1 I 1 A-18'' L_ 20' 1'-a High Ground water=12.5 0' / 8-28' I I I m I 4' 1.9' -USGS Adjustment DESIGN DATA < June 2014 Mashpee29 Zone A Observed Water=10.6 HAVE PLUMBER RUN LINES OUT FIRST . BEDROOMS: 5 No IF GRADES CAN NOT BE MET A PUMP GARBAGE GRINDER: LEACH AREA AND PUMP CHAMBER WILL BE NEEDED. REQUIRED CAPACITY: 550 GPD USE 33 ADS ARC 36LP (3.8" INVERT) IN 3 ROWS, PROPOSED SEPTIC TANK: 1500 GAL. 780.45 SF AS SHOWN, IN AN 8'-6" WIDE BY 55' LONG, EFFECTIVE LEACHING AREA: 4.73 SFAF X 5'/UNIT=23.65 S.F/UNIT BY 3.8" DEEP LEACH AREA. 33 UNITS X 23.65 SF/UNIT=780.45 SF(EFFECTIVE) N /F - DESIGN CAPACITY: 577 GPD [(792 SF) X .74 GPD/SF] - *OFFSETS ARE TO CORNERBOARDS BENCH MARK --TOP BLOCK FOUNDATION=21.28 ASSIGNED KHOURY ...-an health Departr.:ei P ED MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: me Date 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. SITE PLAN FOR THIS PLAN ISA VALID COPY ONLY IF IT BEARS AN THOMAS & MAUREEN BUCKLEY ORI ED S A P S�GN,A-TURF. C LOT 149 23 WEST ROAD, WEST YARMOUTH, MA AUGUST 6, 2014 SCALE: 1 "=20' HEALTH AGENT APPROVAL DATE RONALD J: CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1