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HomeMy WebLinkAbout40 Virginia Street Site Plan 3r11 0 6 a- rn m I BENCH MARK --TOP OF CONC. L BOUND= 14.32 ASSIGNED 14.2 F. r NOTE: THIS IS A SITE PLAN SURVEY, AND NOT A PROPERTY LINE SURVEY BY THIS OFFICE. 3' DEEP IMPERVIOUS 13ARRIER--120 L.F. OF ** BARRIER IS STIFF 40 MIL POLYETHYLENE & OBTAINABLE FROM (MILLER BREAKOUT**) MILLER ENVIRONMENTAL TOP BARRIER=TOP 508-697-3710. PEASTONE=15.2, GRADE 17.02 ABOVE BARRIER=15.7 MIN. BENCH MARK --TOP OF SPIKE N/F RUN GRADE OUTSIDE SET FLUSH= 14.42 ASSIGNED BARRIER AT 3:1 SLOPE (21' OFF NEAR CORNER BUILDING) HOUGHTON OR FLATTER. •-- .... i 15 2 15.35 x 14,8 14,2 �3.0 - 13.61 14.0 Qi -U- 13.23 28,5 3.9 14.2 Crul)-I 11 71N Q \ 3 33' J U W PROPOSED 9 w q FUTURE � I EXISTING HOUSE GARAGE NO. 40 (slab)' X split level 10.4 (n 13.6 1 21' - p, 14.8rr� -- 5.(15.0 ]� Y 14.19 13.30 LOT 11f .6 \ w (®54.26 1 10,700±S F. o ° �� z � rr� I x 14.5 T' �o T 13.4 .y Q 14.2 ^ C.) m �O\`O O \�9 �'...� 102.00' i pQ @ 2j 14 14.04 0 0�� 13.75 H-10 1000 GAL. PUMP CHAMBER FACTORY WATER TIGHT 9" COVER e 16.0 QVEn 1k _..d Icfl TEST HOLE DATE: / ` m PERFORMED BY: Ron Cadillac, Soil Evaluator BEDROOMS: 3 WITNESSED BY: 6.1 24' LEACH AREA PERC RATE: <2'-00"/inch (C layer) USE 6 CONTACTOR 100'S WITH 4' OF STONE ON THE ENDS AND 3' OF STONE ON THE SIDES FOR A 47' LONG BY 9' er SOIL SURVEY(1993): Carver coarse sand N/F .6 GEOLOGIC MAP(1986): LLIVAN r"N 36' Invert 13.46± .. -E- " NOTES RTE 28 \' 6 CONTACTOR 100'S 60 a ss 1. LOCUS IS A.M. 161, PARCEL 26. D L C SPECIFICATIONS. 6 F-1 2. W O S=7/8"/ft USE 6" COVER see detail 14.30 II FLOOD ZONE LOCATIONS SHOWN ARE SCALED FROM FIRM DATED JULY 2, 1992. SIRE VIRGINI A _ _ 114.32 _ 013,8 2 Un Invert 12.50DRILL 3/8" WEEP/VENT HOLE 32 ALARM- " ON - 26" CHECK VALVE OFF - 22" P Bottom 8.00 / 6" STONE UNDER Edge of Wetland MAXIMUM FEASIRI F COMPLIANCE APPRO ALS R O SFS n 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5' (5' PROVIDED). VARY PUMP CHAMBER TO LOT LINE BY 2' (8' `PROVIDED). 310 CMR 15.211 (1). _; '�z BOG 2. VARY SEPARATION TO HIGH GROUNDWATER BY `1' (4''PROVIDED). 310 CMR 15.212. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. 4. USE 8" TOTAL COVER OVER LEACH AREA. 310 CMR 15.240 (9). LS, 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 FOR 5' AROUND AND UNDER LEACHING 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 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) f TEST HOLE DATE: 1 ` DESIGN DATA PERFORMED BY: Ron Cadillac, Soil Evaluator BEDROOMS: 3 WITNESSED BY: ? 0©�'� 24' LEACH AREA PERC RATE: <2'-00"/inch (C layer) USE 6 CONTACTOR 100'S WITH 4' OF STONE ON THE ENDS AND 3' OF STONE ON THE SIDES FOR A 47' LONG BY 9' SIDE LEACHING AREA: SOIL SURVEY(1993): Carver coarse sand [2(47'+ 9') x 0.5' DEEP)] DESIGN CAPACITY: 354 [(423 SF + 56 SF) x .74 GPD/SF] PUMP CHAMBER STORAGE CAPACITY: .6 GEOLOGIC MAP(1986): Harwich outwash plain deposits 36' Invert 13.46± .. -E- " NOTES RTE 28 \' 6 CONTACTOR 100'S 60 a ss 1. LOCUS IS A.M. 161, PARCEL 26. D L C SPECIFICATIONS. 6 F-1 2. ELEVATIONS SHOWN ARE ASSIGNED. Cleveland S=7/8"/ft USE 6" COVER see detail Proposed 15.2 3. FLOOD ZONE LOCATIONS SHOWN ARE SCALED FROM FIRM DATED JULY 2, 1992. Way SCALE :+i 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) n rn Proposed Tank 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 120" F CL UTILITY POLE (IF SHOWN) 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m 3 0 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". n 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW a TREE (IF SHOWN, NOT ALL SHOWN) D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. o a 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. a BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. Cleveland I Way ONE COVER OF TANK TO BE WITHIN 6" OF GRADE, 10. 11 STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. IF UNSUITABLE SO LOCATION MAP LS, 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 FOR 5' AROUND AND UNDER LEACHING 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 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) f Fill A layer 10yr 3/2 sandy loam B layer 10yr 4/6 sandy loam observed water - C layer 10yr 5/6 med. coarse sand unitary 6 8.35 an TBottom TEST HOLE DATE: 'February 28, 2001 0 ig DESIGN DATA PERFORMED BY: Ron Cadillac, Soil Evaluator BEDROOMS: 3 WITNESSED BY: Amy L. Von Hone, RS, CHO 24' LEACH AREA PERC RATE: <2'-00"/inch (C layer) USE 6 CONTACTOR 100'S WITH 4' OF STONE ON THE ENDS AND 3' OF STONE ON THE SIDES FOR A 47' LONG BY 9' SIDE LEACHING AREA: SOIL SURVEY(1993): Carver coarse sand [2(47'+ 9') x 0.5' DEEP)] DESIGN CAPACITY: 354 [(423 SF + 56 SF) x .74 GPD/SF] PUMP CHAMBER STORAGE CAPACITY: .6 GEOLOGIC MAP(1986): Harwich outwash plain deposits 36' Invert 13.46± .. -E- " Tie into existing Invert 12.60 6 CONTACTOR 100'S 60 a ss -G- Use Gas Baffle D L C SPECIFICATIONS. 6 F-1 Exist. Orangeburg Invert 14.74 Provide 8" cover 9.5 x 15.9 S=7/8"/ft USE 6" COVER see detail Proposed 15.2 USE MEYER MW50, 1/2 HP PUMP, OR 'P O EQUIVALENT. arsrespe < ` Prop. X61 TOP PEA STONE :+i Invert 12.85 1500 Gal. P 5=1/4"/ft --8-- PROPOSED CONTOUR�� Proposed Tank S -_-L 120" Fill A layer 10yr 3/2 sandy loam B layer 10yr 4/6 sandy loam observed water - C layer 10yr 5/6 med. coarse sand unitary 6 8.35 an TBottom 6" Stone or compact 9 Invert 14.91 Proposed r5 Invert 14.7014.2 Proposed I '4'Bottom 521 IN�-2' EI. 10.2 DESIGN DATA 0.4' provided --Locus is 110' from large abandoned bog BEDROOMS: 3 Observed Water=9.8 GARBAGE GRINDER: REQUIRED CAPACITY: No 330 GPD LEACH AREA SEPTIC TANK: BOTTOM LEACHING AREA: [(47' X 9')] 1500 GAL. 423 SF USE 6 CONTACTOR 100'S WITH 4' OF STONE ON THE ENDS AND 3' OF STONE ON THE SIDES FOR A 47' LONG BY 9' SIDE LEACHING AREA: 56 SF WIDE BY 6" DEEP LEACH AREA. [2(47'+ 9') x 0.5' DEEP)] DESIGN CAPACITY: 354 [(423 SF + 56 SF) x .74 GPD/SF] PUMP CHAMBER STORAGE CAPACITY: GPD 330 GAL. 5' REMOVAL DO 5' ALL AROUND AND UNDER REMOVAL DOWN 36"± TO MEDIUM COARSE SAND. DOSES PER DAY: > 4 BUOYANCY CALCULATIONS -SEPTIC TANK .. -E- WEIGHT OF EMPTY CHAMBER AND 6" OF COVER BUOYANCY CALCULATIONS -PUMP CHAMBER CHAMBER= 5.74 TON (PER SHOREY) 6" COVER= .5 X 5.67' X 10.5' X 0.055 TON/CU. FT. WEIGHT OF EMPTY CHAMBER AND 9" OF COVER 6" COVER=1.64 TON CHAMBER= 4.12 TON (PER SHOREY) TOTAL= 5.74 TON + 1.64 TON = 7.38 TON 9" COVER= .75 X 4.83' X 8.5' X 0.055 TON/CU, FT. WEIGHT OF WATER --HIGH GROUNDWATER DOWN 9" COVER=1.69 TON (12.1 -8.35) X 5.67' X 10.5' X 0.0312 TON/CU. FT. TOTAL= 4.12 TON + 1.69 TON = 5.81 TON WEIGHT WATER= 6.97 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN TANK AND 6" COVER ARE HEAVIER BY 0.4 TON. (12.1 -8.00) X 4.83' X 8.5' X 0.0312 TON/CU. FT. WEIGHT WATER= 5.25 TON TANK AND 9" COVER ARE HEAVIER BY 0.5 TON. ALARM & PUMP NOTES THIS PLAN IS A VALID COPY ONLY IF IT BEARS 1 ALARM TO BE AN ORIGINAL RED STAMP AND SIGNATURE. 14.6 11.6 9.8 4,6 SITE PLAN FOR LAURI AVERY LOT 119 40 VIRGINIA STREET, W. YARMOUTH, 'MA DECEMBER 1, 2001 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700 2001 BY R.J. CADILLAC PAGE 1 OF 1 LEGEND WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. �ZN OF i,q OF *TH 1 TEST HOLE LOCATION, NUMBER 3. )4. `zN ALARM TO BE LOCATED IN HOUSE. 8C w% -W_ WATER LINE MARKINGS PUMP To BE CAPABLE OF PASSING /�°� ON LID y6 �ro RON) .. -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) '�._. 1-1/4" SOLIDS AND INSTALLED IN STRICT � JAM CONFORMANCE WITH MANUFACTURER'S to -G- GAS LINE MARKINGS (IF SHOWN) D L C SPECIFICATIONS. 6 D 9.5 x 15.9 EXIST. & PROP. ELEVATIONS ('X' MARKS <.,5. POINT) USE MEYER MW50, 1/2 HP PUMP, OR 'P O EQUIVALENT. arsrespe < ` X61 EXISTING CONTOUR :+i s S?roITAF�I' DSUF --8-- PROPOSED CONTOUR�� 0 UTILITY POLE (IF SHOWN) 0 EXISTING DRAINAGE CATCH BASIN FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) REV. 9/9/02 HEALTH AGENT APPROVAL --ADDITION & 1500 GAL TANK 14.6 11.6 9.8 4,6 SITE PLAN FOR LAURI AVERY LOT 119 40 VIRGINIA STREET, W. YARMOUTH, 'MA DECEMBER 1, 2001 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700 2001 BY R.J. CADILLAC PAGE 1 OF 1