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Home My WebLink About34.1 - Site Planz Q U W O i LL z N a z a a- a U J BENCH MARK --TOP OF WOOD STAKE = 11.50 ASSIGNED (15'-11" OFF SHED, 21' OFF NEAR CORN. HO.) EXIST. \ GARAGE 21 REMOVE N /F BROOKS NO. 97 ADDITION u. 9.5 S85-01, 8 a 1Qg ll.s�� JOB NO. Y03-24 COVERS. BUILD UP COVERS TO 6 BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 0z o 1'x 3' 10. NOTES Davis8.dwg EXISTING FLOOR PLAN 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 146 QJ `F RESERVE � CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 28'io.s ta. 1. LOCUS IS A.M. 34, PARCEL 1. 1"=20' <oa IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 2. ELEVATIONS SHOWN ARE ASSIGNED. WILFIN3. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN X LOCUS IS IN FLOOD ZONES A71 & B ON FIRM DATED JULY 2, 1992. DEPTH (inches) ELEV.(feet) s David Flaherty, RS - 14. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) LN 4' qR i 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.6. <2'-00"/inch (C layer) Liv. Rm 8 O COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. � - SOIL SURVEY(1993): 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 3' 1.7 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW .--Match THRUST 3drm 0 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. BLOCK STREET c • 10 5 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SOUTH o (m a 1Qg ll.s�� TEST HOLE LOCATION, NUMBER COVERS. BUILD UP COVERS TO 6 BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 0z o 1'x 3' 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP EXISTING FLOOR PLAN 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 146 QJ `F RESERVE � CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 28'io.s & DIMENSIONS 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING 1"=20' IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN X LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) s David Flaherty, RS - 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. a O la1J ll.s�� TEST HOLE LOCATION, NUMBER GO 0z o 1'x 3' J 9.5 x 8.7 6? N 13-' Zo Removed --_ 67.4 -8- 146 QJ `F RESERVE � x 28'io.s n v F of : la i H 1 io X'. Ron Cadillac, Soil Evaluator :. 170w J X WITNESSED BY- David Flaherty, RS 10" . ..� ZZ qR i O .:. N <2'-00"/inch (C layer) • 85 8 O � 7t SOIL SURVEY(1993): Carver coarse sand 32" 177.83' 1.7 2.9 S 8225'30" E " .--Match THRUST Harwich outwash plain deposits 0 BLOCK • 10 5 N /F TEMPLE Lay perforated pipe level down center of C-4 Unit, as shown, cap end. Use 410 filter cloth, no peastone. Stone Stone �B.5' ni r utJLr `S J -L/ 12' LEACHING CROSS SECTION 1 '+= 2' MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER DRILL 3/8" WEEP/VENT HOLE Recommend Flopt " re lacable from to 8.20 lar 28" Quick Disconnect/ Union Invert Off 17" 17 Check Valve 22 Of P 3.70 6" STONE UNDER Bottom MAKE FACTORY WATER -TIGHT 12.3 0 layer E layer 10yr 471 - loamy 1loamy sand B layer 10yr 5/8 sandy loam 9.6 Cla layer /6 5 Ye medium sand _observed water 3.7 23 120 Bottom 4.10 Tee _ D Proposed Invert 11.10 Invert 10.93 10'6 896 . I 6" Stone or compact Proposed. pro ose d I 5' Bottom �F---)-Q---- - 10.0 c.? I 10' I- 6 -1 F6� I i r.� i 0, I EI. 5.6 9,35 rn 1.9' USGS Adjustment m Using MASH29-Sept.03 F '°° DESIGN DATA Zone A 10,7 Observed Water=3.7 BEDROOMS: 3 min. 10.0 GARBAGE GRINDER: No 9,70 LEACH AREA REQUIRED CAPACITY. 330 GPD SEPTIC TANK: 1500 GAL 4 C-4 UNITS WITH 4' OF STONE ON 10-�'-' THE SIDES AND 2' OF STONE ON THE BOTTOM LEACHING AREA: 432 SF ENDS FOR A 36' X 12' X 4" DEEP J� FIN ENCH MARK --MAG. NAIL SET [(36' X 12')] LEACH AREA. PAVEMENT=10.00 ASSIGNED SIDE LEACHING AREA: 31.7 SF + [2(12'+ 36') X 2' DEEP)] 5 REMOVAL DO 5' ALL AROUND REMOVAL DOWN DESIGN CAPACITY: 343 GPD ALARM & PUMP NOTES [(432 SF + 31.7 SF) X .74 GPD/SF] 32"f TO MEDIUM SAND. 1. ALARM TO BE WIRED BY ELECTRICIAN ON PUMP CHAMBER STORAGE CAPACITY. 330 GAL. SEPARATE CIRCUIT FROM PUMP. DOSES PER DAY: > 4 BUOYANCY CALCULATIONS 1500 GAL. H-10 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC LINE. AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOAT BRACKET AT COVER SO FLOATS CAN BE ADJUST./REPLACED FROM TOP. WEIGHT OF EMPTY SEPTIC TANK AND 27" OF COVER BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER TANK= 5.74 TON (PER SHOREY) 27" COVER=2.25' X 5.67' X 10.5' X 0.055 TON/CU. FT. WEIGHT OF EMPTY CHAMBER AND 32" OF COVER 27" COVER=7.37 TON CHAMBER= 4.15 TON (PER SHOREY) TOTAL= 5.74 TON + 7.37 TON = 13.11 TON 32" COVER= 2.67' X 5.42' X 8.25' X 0.055 TON/CU. FT. WEIGHT OF WATER --HIGH GROUNDWATER DOWN 32" COVER=6.56 TON (5.6 -4.1) X 5.67' X 10.5' X 0.0312 TON/CU. FT. TOTAL= 4.15 TON + 6.56 TON = 10.71 TON WEIGHT WATER= 2.79 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN TANK AND 27" COVER ARE HEAVIER BY 10.3 TON. (5.60 -3.70) X 5.42' X 8.25' X 0.0312 TON/CU. FT. WEIGHT WATER= 2.65 TON TANK AND 32" COVER ARE HEAVIER BY 8 TON. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. I Wz- � 0 4 HEALTH AGENT APPROVAL DATE SITE PLAN FOR SCOTT & ANNE DAVIS LOT 73, 101 WILFIN ROAD, SO YOUTH, MA JANUARY 12, 2004 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 BY R.J. CADILLAC PAGE 1 OF 1 LEGEND TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6--- EXISTING CONTOUR -8- PROPOSED CONTOUR QJ UTILITY POLE (IF SHOWN) x FENCE (IF SHOWN, NOT ALL SHOWN) 12.3 0 layer E layer 10yr 471 - loamy 1loamy sand B layer 10yr 5/8 sandy loam 9.6 Cla layer /6 5 Ye medium sand _observed water 3.7 23 120 Bottom 4.10 Tee _ D Proposed Invert 11.10 Invert 10.93 10'6 896 . I 6" Stone or compact Proposed. pro ose d I 5' Bottom �F---)-Q---- - 10.0 c.? I 10' I- 6 -1 F6� I i r.� i 0, I EI. 5.6 9,35 rn 1.9' USGS Adjustment m Using MASH29-Sept.03 F '°° DESIGN DATA Zone A 10,7 Observed Water=3.7 BEDROOMS: 3 min. 10.0 GARBAGE GRINDER: No 9,70 LEACH AREA REQUIRED CAPACITY. 330 GPD SEPTIC TANK: 1500 GAL 4 C-4 UNITS WITH 4' OF STONE ON 10-�'-' THE SIDES AND 2' OF STONE ON THE BOTTOM LEACHING AREA: 432 SF ENDS FOR A 36' X 12' X 4" DEEP J� FIN ENCH MARK --MAG. NAIL SET [(36' X 12')] LEACH AREA. PAVEMENT=10.00 ASSIGNED SIDE LEACHING AREA: 31.7 SF + [2(12'+ 36') X 2' DEEP)] 5 REMOVAL DO 5' ALL AROUND REMOVAL DOWN DESIGN CAPACITY: 343 GPD ALARM & PUMP NOTES [(432 SF + 31.7 SF) X .74 GPD/SF] 32"f TO MEDIUM SAND. 1. ALARM TO BE WIRED BY ELECTRICIAN ON PUMP CHAMBER STORAGE CAPACITY. 330 GAL. SEPARATE CIRCUIT FROM PUMP. DOSES PER DAY: > 4 BUOYANCY CALCULATIONS 1500 GAL. H-10 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC LINE. AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOAT BRACKET AT COVER SO FLOATS CAN BE ADJUST./REPLACED FROM TOP. WEIGHT OF EMPTY SEPTIC TANK AND 27" OF COVER BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER TANK= 5.74 TON (PER SHOREY) 27" COVER=2.25' X 5.67' X 10.5' X 0.055 TON/CU. FT. WEIGHT OF EMPTY CHAMBER AND 32" OF COVER 27" COVER=7.37 TON CHAMBER= 4.15 TON (PER SHOREY) TOTAL= 5.74 TON + 7.37 TON = 13.11 TON 32" COVER= 2.67' X 5.42' X 8.25' X 0.055 TON/CU. FT. WEIGHT OF WATER --HIGH GROUNDWATER DOWN 32" COVER=6.56 TON (5.6 -4.1) X 5.67' X 10.5' X 0.0312 TON/CU. FT. TOTAL= 4.15 TON + 6.56 TON = 10.71 TON WEIGHT WATER= 2.79 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN TANK AND 27" COVER ARE HEAVIER BY 10.3 TON. (5.60 -3.70) X 5.42' X 8.25' X 0.0312 TON/CU. FT. WEIGHT WATER= 2.65 TON TANK AND 32" COVER ARE HEAVIER BY 8 TON. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. I Wz- � 0 4 HEALTH AGENT APPROVAL DATE SITE PLAN FOR SCOTT & ANNE DAVIS LOT 73, 101 WILFIN ROAD, SO YOUTH, MA JANUARY 12, 2004 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 BY R.J. CADILLAC PAGE 1 OF 1 0 LOT 73 I TEST HOLE DATE: September 17, 2003 3" PERFORMED BY: Ron Cadillac, Soil Evaluator C 10 840�S.I WITNESSED BY- David Flaherty, RS 10" . 3.33 P11 PERC RATE: <2'-00"/inch (C layer) • 85 8 7t SOIL SURVEY(1993): Carver coarse sand 32" 11 .--Match GEOLOGIC MAP(1986): Existing Harwich outwash plain deposits 0 Invert 8.354 48"N o (m Use Gas B(Invert CULTEC C-4 UNITS � EInvert Proposed 10.93 85' 96 9" min. coversee proposed Top Regular Stone=11.31 #tee 72 ft detail No Peostone-Use Filter Goth TMAKE J FACTORY 4" Inspection Port IA Invert 8.60 1500 Gal. P 103" \\ -- 9 O Proposed WATER PROOF Sanitary y 4" 12.3 0 layer E layer 10yr 471 - loamy 1loamy sand B layer 10yr 5/8 sandy loam 9.6 Cla layer /6 5 Ye medium sand _observed water 3.7 23 120 Bottom 4.10 Tee _ D Proposed Invert 11.10 Invert 10.93 10'6 896 . I 6" Stone or compact Proposed. pro ose d I 5' Bottom �F---)-Q---- - 10.0 c.? I 10' I- 6 -1 F6� I i r.� i 0, I EI. 5.6 9,35 rn 1.9' USGS Adjustment m Using MASH29-Sept.03 F '°° DESIGN DATA Zone A 10,7 Observed Water=3.7 BEDROOMS: 3 min. 10.0 GARBAGE GRINDER: No 9,70 LEACH AREA REQUIRED CAPACITY. 330 GPD SEPTIC TANK: 1500 GAL 4 C-4 UNITS WITH 4' OF STONE ON 10-�'-' THE SIDES AND 2' OF STONE ON THE BOTTOM LEACHING AREA: 432 SF ENDS FOR A 36' X 12' X 4" DEEP J� FIN ENCH MARK --MAG. NAIL SET [(36' X 12')] LEACH AREA. PAVEMENT=10.00 ASSIGNED SIDE LEACHING AREA: 31.7 SF + [2(12'+ 36') X 2' DEEP)] 5 REMOVAL DO 5' ALL AROUND REMOVAL DOWN DESIGN CAPACITY: 343 GPD ALARM & PUMP NOTES [(432 SF + 31.7 SF) X .74 GPD/SF] 32"f TO MEDIUM SAND. 1. ALARM TO BE WIRED BY ELECTRICIAN ON PUMP CHAMBER STORAGE CAPACITY. 330 GAL. SEPARATE CIRCUIT FROM PUMP. DOSES PER DAY: > 4 BUOYANCY CALCULATIONS 1500 GAL. H-10 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC LINE. AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOAT BRACKET AT COVER SO FLOATS CAN BE ADJUST./REPLACED FROM TOP. WEIGHT OF EMPTY SEPTIC TANK AND 27" OF COVER BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER TANK= 5.74 TON (PER SHOREY) 27" COVER=2.25' X 5.67' X 10.5' X 0.055 TON/CU. FT. WEIGHT OF EMPTY CHAMBER AND 32" OF COVER 27" COVER=7.37 TON CHAMBER= 4.15 TON (PER SHOREY) TOTAL= 5.74 TON + 7.37 TON = 13.11 TON 32" COVER= 2.67' X 5.42' X 8.25' X 0.055 TON/CU. FT. WEIGHT OF WATER --HIGH GROUNDWATER DOWN 32" COVER=6.56 TON (5.6 -4.1) X 5.67' X 10.5' X 0.0312 TON/CU. FT. TOTAL= 4.15 TON + 6.56 TON = 10.71 TON WEIGHT WATER= 2.79 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN TANK AND 27" COVER ARE HEAVIER BY 10.3 TON. (5.60 -3.70) X 5.42' X 8.25' X 0.0312 TON/CU. FT. WEIGHT WATER= 2.65 TON TANK AND 32" COVER ARE HEAVIER BY 8 TON. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. I Wz- � 0 4 HEALTH AGENT APPROVAL DATE SITE PLAN FOR SCOTT & ANNE DAVIS LOT 73, 101 WILFIN ROAD, SO YOUTH, MA JANUARY 12, 2004 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 BY R.J. CADILLAC PAGE 1 OF 1