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HomeMy WebLinkAbout23 New Hampshire Ave - Site Plan 4WALL & REMOVAL DETAILS SCALE: 1 "-20' 32 i ADJACENT GRADE VARIES --MAX. WALL HEIGHT=10 4. < 25'-2" Z PROPOSED WALL 1' OFF WALL i'. OFF LINE V�• REPLUMB SEWER OUT FRONT PROPOSED INVERT 30" BELOW GRADE. DOUBLE SLEEVE BOTH SEWER AND WATER WITHIN 10' OF EACH OTHER. \\ ALARM & PUMP NOTES �. 1.: ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORKTO.BE-INSPECTEDBY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 5. USE 2 MEYER ME3H, 3/10 HP PUMPS, 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. UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.1 LINE ADJACENT GRADE VARIES --MAX, WALL HEIGHT=18" WALL SECTION SCALE: 1"=2' 8" X 6" 14" INTERLOCKING BLOCKS UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.1 ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE &-8" DEEP REV. 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER REV. 5/30/08 --WALL CROSS SECTION REV. 5/29/086-C-4 UNITS REV. 5/23/08 --PRESBY SYSTEM COPING SYSTEM B --UNIT 25 Invert 5.75 H-10 /ft 6" Stone o`r com 17=� DESIGN DATA BEDROOMS: 2 GARBAGE GRINDER: No REQUIRED CAPACITY: 220 GPD SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 287.3 SF [(24' X 12')] - 1'/2 X 1.42 SIDE LEACHING AREA: 17-8 SF [(71.3' PERIMETER) x 0.25] DESIGN CAPACITY: 225 GPD [(287.3 SF + 17.8 sf) X .74 GPD/SF] PUMP CHAMBER STORAGE CAPACITY: 220 GAL. DOSES PER DAY: 2 BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER WEIGHT OF EMPTY CHAMBER AND 24" OF COVER CHAMBER= 4.15 TON (PER SHOREY) 24" COVER 2' X 5.42' X 8.25' X 0.055 TON/CU. F 24" COVER -4.92 TON TOTAL= 4.15 TON + 4.92 TON=9.07 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.0 -0.75') X 5.42' X 8.25' X 0.0312 TON/CU. FT. WEIGHT WATER=3.14 TON TANK AND 24" COVER ARE HEAVIER BY 5.9 TON. MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER W/ WATERPROOFING D 3/8" WEEP/VENT HOLES F1 7ILL , 2" PVC Alarm 34 On 28' Unions eck Valves 0:75 6" STONE UNDER lottom MAKE FACTORY WATER -TIGHT IMPERVIOUS BARRIER 40 MIL TITLE 5 SAND HEALTH AGENT APPROVAL DATE JAM LOT 1061 23 '& 25 N NOVEMBER RONALD PROFESSIONAL L) ©2008 BY R.J. CADILLAC LEACH AREA USE 2 C-4 UNITS WITH 4' OF STONE ALL AROUND FOR A 24' X 12' X 3" DEEP LEACH AREA, MINUS A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR- ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN HUMPS. CAPE END. BRING STONE TO TOP OF C-4 UNITS AND COVER WITH FILTER CLOTH. 2' MIN. REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN 37"t TO LOAMY SAND, AS SHOWN. BUOYANCY CAL'S MONOLITHIC 1500 GAL. H-10 WEIGHT OF EMPTY SEPTIC TANK AND 20" OF COVER TANK= 5.635 TON (PER SHOREY) 20" COVER=1.67' X 6.08' X 10.17' X 0.055 TON/CU. FT 20"COVER=5.68 TON TOTAL= 5.635 TON + 5.68 TON = 11.31 TON WEIGHT OF WATER --NIGH GROUNDWATER DOWN" (3.0 -1.05) X 6.08' X 10.17' X 0.0312 TON/CU. FT. WEIGHT WATER= 3.76 TON TANK AND 20" COVER ARE HEAVIER BY 7.5 TON. SITE PLAN FOR G. MORRISON HAMPSHIRE AVE, W. YARMOUTH, MA 2003 SCALE: 1"=20' CADILLAC, PLS, RS, P.C. SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 YARMOUTH, MA 02673 (508) 775-9700 PAGE 2 OF 2 4 CULTEC C-4 UNITS .Invert 24' X 12' X 3"DEEP SAND BEDS .30 {See Detail) Use Go s Existing. Baffle Invert 6.80 Use 12" Cover ProposedwitK 7.21 see de ail Flow Equillzers Top Units IID Filter Cloth 4" Inspection P S=1/8"/ft ' Port Sanitary - _- - ` 3" Tee T invert 6.97 Invert 6.756.5 4' Proposed l Level Bottom C-4 Units IProposed I I' r-5 I I ro 1 4 �� 1 I 142'1 4' 0.15' Adjustment Pro- < vided --Locus is within - 300' of coast BEDROOMS: 2 GARBAGE GRINDER: No REQUIRED CAPACITY: 220 GPD SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 287.3 SF [(24' X 12')] - 1'/2 X 1.42 SIDE LEACHING AREA: 17-8 SF [(71.3' PERIMETER) x 0.25] DESIGN CAPACITY: 225 GPD [(287.3 SF + 17.8 sf) X .74 GPD/SF] PUMP CHAMBER STORAGE CAPACITY: 220 GAL. DOSES PER DAY: 2 BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER WEIGHT OF EMPTY CHAMBER AND 24" OF COVER CHAMBER= 4.15 TON (PER SHOREY) 24" COVER 2' X 5.42' X 8.25' X 0.055 TON/CU. F 24" COVER -4.92 TON TOTAL= 4.15 TON + 4.92 TON=9.07 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.0 -0.75') X 5.42' X 8.25' X 0.0312 TON/CU. FT. WEIGHT WATER=3.14 TON TANK AND 24" COVER ARE HEAVIER BY 5.9 TON. MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER W/ WATERPROOFING D 3/8" WEEP/VENT HOLES F1 7ILL , 2" PVC Alarm 34 On 28' Unions eck Valves 0:75 6" STONE UNDER lottom MAKE FACTORY WATER -TIGHT IMPERVIOUS BARRIER 40 MIL TITLE 5 SAND HEALTH AGENT APPROVAL DATE JAM LOT 1061 23 '& 25 N NOVEMBER RONALD PROFESSIONAL L) ©2008 BY R.J. CADILLAC LEACH AREA USE 2 C-4 UNITS WITH 4' OF STONE ALL AROUND FOR A 24' X 12' X 3" DEEP LEACH AREA, MINUS A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR- ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN HUMPS. CAPE END. BRING STONE TO TOP OF C-4 UNITS AND COVER WITH FILTER CLOTH. 2' MIN. REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN 37"t TO LOAMY SAND, AS SHOWN. BUOYANCY CAL'S MONOLITHIC 1500 GAL. H-10 WEIGHT OF EMPTY SEPTIC TANK AND 20" OF COVER TANK= 5.635 TON (PER SHOREY) 20" COVER=1.67' X 6.08' X 10.17' X 0.055 TON/CU. FT 20"COVER=5.68 TON TOTAL= 5.635 TON + 5.68 TON = 11.31 TON WEIGHT OF WATER --NIGH GROUNDWATER DOWN" (3.0 -1.05) X 6.08' X 10.17' X 0.0312 TON/CU. FT. WEIGHT WATER= 3.76 TON TANK AND 20" COVER ARE HEAVIER BY 7.5 TON. SITE PLAN FOR G. MORRISON HAMPSHIRE AVE, W. YARMOUTH, MA 2003 SCALE: 1"=20' CADILLAC, PLS, RS, P.C. SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 YARMOUTH, MA 02673 (508) 775-9700 PAGE 2 OF 2