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HomeMy WebLinkAbout39 Acres Ave Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. ++ ZONING DISTRICT: R25 Im 1 N /F ARDITO LOT FRONTAGE LOT AREA HOUSE FRONT YARD HOUSE SIDE YARD HOUSE REAR YARD GARAGE SIDE YARD GARAGE REAR YARD LOT COVERAGE 150' 25,000 S.F 30' 15' 20' 15' 20' 25% 2' DEEP IMPERVIOUS BARRIER --60 IL.F. OF 40 MIL VINYL BARRIER TOP BARRIER= ,TOP PEASTONE=11.52 MIN. . 6 66550 N� OR well, EPSON Mi �� 21 9 PROVIDED 70' 10,290 S.F. 30.2' 11.7' 67' 7.5' 15' 19.2% N /F BARGSLEY 1030 v 0,55 10.7 25?, LOT COVERAGE PROP. HOUSE 1126 S.F. PROP. PORCHES 160 S.F. PROP. DECK 280 S.F. PROP. CHIMNEY/STEPS 42 S.F. PROP. GARAGE 336 S.F. TOTAL 1944 S.F. 1944 S.F./10,290 S.F.= 18.9% 004 lo.9-7 • � • 10�� jjj \4 .31 x.31 \ 10.26 10.27 ate, \ 14.0 0 Prop. Top Found. LOT 28 0 ` 12.0 10,290fS.F 1,7V Top Slab o 10 Sz- A,- �1035 .`7 � l 10. 6 / P O ` �\ \ ROOFE 5 0 ENTRY 4. \ A\ e 1 10,54 10.79 10.87 \ (PROPOSED HOUSE, PORCHES, DECK, STEPS, CHIMINIES=1608 S.F. 10.90 N /F JUMES Invert On LEND 6.21 6" STONE UNDER Bottom MAKE FACTORY WATER -PROOF ,ij} TH I TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) -G- GAS LINE MARKINGS 9.5 x87 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) /-6 EXISTING CONTOUR ---8- PROPOSED CONTOUR . UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 10/10/2014 ---GARAGE &+IOUSE- REV. 8/11/2014--GARAGE(S) & NOTES REV. 4/15/2014 --ZONING & LOT COVERAGE BENCH MARK --TOP OF NAIL SET UP 1' IN POLE = 12.90 NAVD88 ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 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 IN RISER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER. NO. Y14-06 1197 Jumes4.dwg BENCH MARK --TOP OF SPIKE SE " G`RpGE" LOCUS IS A.M. 23, PARCEL 199. DOWN 1" = 11.81 NAVD88 P \S'C 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM. MONOLITHIC 1000 GALLON LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. ZONE B & AE (BFE 11) ON NEW FIRM DATED JULY 16, 2014.r H-10 PUMP CHAMBER LOCUS IS IN FLOOD ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) W/ WATERPROOFING Floats/Pump Cover to Grade Quick Disconnect Replaceable -7 2" PVC From RISer COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. - Zones A 7. Weep/Vent Hol 10'71Alarm 33" rheck Vnlve Invert On LEND 6.21 6" STONE UNDER Bottom MAKE FACTORY WATER -PROOF ,ij} TH I TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) -G- GAS LINE MARKINGS 9.5 x87 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) /-6 EXISTING CONTOUR ---8- PROPOSED CONTOUR . UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 10/10/2014 ---GARAGE &+IOUSE- REV. 8/11/2014--GARAGE(S) & NOTES REV. 4/15/2014 --ZONING & LOT COVERAGE BENCH MARK --TOP OF NAIL SET UP 1' IN POLE = 12.90 NAVD88 ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 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 IN RISER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER. NO. Y14-06 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI�ED �T�AM"ND SIGNATURE. HEALTH AGENT APPROVAL DATE SITE PLAN FOR TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 11.5 A layer 10yr 3/4 loamy sand 6• 11.0 B layer 10yr 5/8 s loamy sand 36" 8.5 C layer 2.5y 6/4 med, coarse sand 120" JAMES G. & PATRICIA A. JUMES LOT 28, 39 ACRES AVE., WEST YARMOUTH, MA APRIL 9, 2014 SCALE: 1"=20' 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 t�• 1 NOTES Jumes4.dwg •° ti w' 1. LOCUS IS A.M. 23, PARCEL 199. FB29/75 SB13/41 Q 2 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM. 5'�-- 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. ZONE B & AE (BFE 11) ON NEW FIRM DATED JULY 16, 2014.r r7 4. LOCUS IS IN FLOOD ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) �0 9cr9 e • 10.46 1 i I 1 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. ,,. mI 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. - Zones A 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". BEDROOMS: 3 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW (SEE MODIFIED APPROVAL FOR REQUIRED CAPACITY: 330 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE 3 ROWS, AS SHOWN: COVERS: BUILD UP COVERS TO 3" BELOW GRADE-- 1 ON LEACHING WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 10, STONE TO BE DOUBLE REMOVE TOPSOIL DOWN 10"t TO 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, PUMP CHAMBER STORAGE CAPACITY: 330 GAL. AND UNDER. - INSTALL BARRIER CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 12. IF 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, (inches) . fe D ( ) ELEV.(feet ) AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 0 11.5 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. A layer 10yr 3/3 sandy loam TEST HOLE DATE: March 13, 2014 10" 10.7 PERFORMED BY. Ron Cadillac, Soil Evaluator B layer 10yr 5/8 WITNESSED BY: Amy Von Hone, RS, CHO „ loamy sand PERC RATE: <2'-00"/inch (C layer) 28"n SOIL SURVEY(1993): Carver coarse sand 8.5 36" GEOLOGIC MAP(1986): Harwich outwash plain deposits C layer 2.5y 6/4 COVER TO GRADE Invert 10.73 21 ADS ARC 36LP CHAMBERS med. coarse sand Invert 12.21 Proposed Invert 11.23 Proposed p Use Gas Baffle Proposed To Units=11.52 Effluent Filter P P observed water 9" min. cover =7/8' /ft 0 Filter Cloth See detail 89"------- -- 4.7 Proposed S=1/8"/ft-�3" Max. Inspection Port In 1500 Gal. P in. //,�\ r _ 13.8" p10ed ed Proor P Septic Tank ------- - 1.5 120" THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI�ED �T�AM"ND SIGNATURE. HEALTH AGENT APPROVAL DATE SITE PLAN FOR TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 11.5 A layer 10yr 3/4 loamy sand 6• 11.0 B layer 10yr 5/8 s loamy sand 36" 8.5 C layer 2.5y 6/4 med, coarse sand 120" JAMES G. & PATRICIA A. JUMES LOT 28, 39 ACRES AVE., WEST YARMOUTH, MA APRIL 9, 2014 SCALE: 1"=20' 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 t�• 1 6.48 1 Sanitary Bottom Tee 1 10.85 6" Stone or compost Invert 11.40 Invert 1117 iBottom 5'�-- Proposed Proposed I I P _ 17 ! 11-1' N 7'-11 n? i-- 2'--4 High Gro6ndwater=5.85 • 10.46 1 i I 1 I I t- I 5' 1 1.75'. USGS Adjustment ,,. mI February 2014 - DE -SIGN DATA - Zones A Observed Water=4.1 BEDROOMS: 3 LEACH AREA , GARBAGE GRINDER: NO (SEE MODIFIED APPROVAL FOR REQUIRED CAPACITY: 330 GPD GENERAL USE --REV. 01/11/11) PROPOSED SEPTIC TANK: 1500 GAL. USE 21 ADS ARC 36LP (3.8" INVERT) EFFECTIVE LEACHING AREA:,; 496.65 SF CHAMBERS WITH OUT STONE SET IN 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 3 ROWS, AS SHOWN: 21 UNITS X 23.65 SF/UNIT=496.65 SF(EFFECTIVE) 5' REMOVAL & BARRIER DESIGN CAPACITY: 367 GPD [(496.65 SF) X .74 GPD/SF] REMOVE TOPSOIL DOWN 10"t TO B LAYER FOR 5' ALL AROUND PUMP CHAMBER STORAGE CAPACITY: 330 GAL. AND UNDER. - INSTALL BARRIER DOSES PER DAY: > 4 WHERE SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI�ED �T�AM"ND SIGNATURE. HEALTH AGENT APPROVAL DATE SITE PLAN FOR TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 11.5 A layer 10yr 3/4 loamy sand 6• 11.0 B layer 10yr 5/8 s loamy sand 36" 8.5 C layer 2.5y 6/4 med, coarse sand 120" JAMES G. & PATRICIA A. JUMES LOT 28, 39 ACRES AVE., WEST YARMOUTH, MA APRIL 9, 2014 SCALE: 1"=20' 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 t�• 1