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HomeMy WebLinkAbout6 Victory Lane - Site Plan 2ZONING DISTRICT: R40 FRONT YARD 26.3'* SIDE YARD 20' REAR YARD 20' *(22.6' + 30'/2)=26.3' PONDED WATER OBSERVED ON DAY OF SURVEY --APPEARS BE ARTIFICIAL POND IN DISREP) N /F SIMS N /F PITZ x Zo. 1 0 x 1{ a� N /F x NSH REALTY LLC No�SE REMOVE EXIST- ING HOUSE REMOVE OLD SYSTEM & CLOGGED SOIL r M N /F GERING g8b1 p0. �• 19.5 1 S 7 19.1 01, ^ 19.7 LOT 9 9,±S.F. 26' 19.48 + + 20.3 0 + i 20Q0pOs�o m O Z J IlFj N /F o WOODBURY = Z F= LOW RETAINING 2o.s WALL W/STEPS �9 vj 24.4 \`I 21.8 PROP. DRIVE N \ EDGE EXIST. ,a o \ \ DRIVE 232 0 23.9 ��' ......... 1 \ a HIGH POINT IN y .y'.} -...v:•- _ :: p. \V 24.17 ROAD=24.4 o --3.4 ........... 95p0 0• Vi S� \/I L'4.34 � •.... �$t.)�'Z 243 24.1021 \1 `r 24.14 �r3.e5 \ �i2ao 23.7 ! i iLLJ 9'23.78 O \ 23.$ 25.1; ® 25.00 Foundation design by others e1.66 Mo+o BENCH MARK --TOP MAG. NAIL II IN PAVEMENT= 25.00 ASSIGNED v3E i i L i i i +3.83 0 25.3 BENCH MARK --TOP MAG. NAIL IN PAVEMENT= 23.78 ASSIGNED 0 WORK MUST CO RM TO ALL TOWN BYLAW & REGULATI NS ��F YARMOUTH ER DEPT DATE 7. r Z THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. RONALD JAMES CADILLAC # 1060 JAMES CADILLAC , # 35779 . HEALTH AGENT APPROVAL DATE LEGEND TH 1 TEST HOLE LOCATION, NUMBER -W EXISTING WATER LINE MARKINGS -P W- PROPOSED WATER SERVICE E- EXISTING OVERHEAD ELECTRIC WIRES G EXISTING GAS LINE MARKINGS -PG- PROPOSED GAS LINE 9.5 x25,8 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) B layer 7.5 yr 5/8 EXISTING CONTOUR a PROPOSED CONTOUR 0 UTILITY POLE l� EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) r M N /F GERING g8b1 p0. �• 19.5 1 S 7 19.1 01, ^ 19.7 LOT 9 9,±S.F. 26' 19.48 + + 20.3 0 + i 20Q0pOs�o m O Z J IlFj N /F o WOODBURY = Z F= LOW RETAINING 2o.s WALL W/STEPS �9 vj 24.4 \`I 21.8 PROP. DRIVE N \ EDGE EXIST. ,a o \ \ DRIVE 232 0 23.9 ��' ......... 1 \ a HIGH POINT IN y .y'.} -...v:•- _ :: p. \V 24.17 ROAD=24.4 o --3.4 ........... 95p0 0• Vi S� \/I L'4.34 � •.... �$t.)�'Z 243 24.1021 \1 `r 24.14 �r3.e5 \ �i2ao 23.7 ! i iLLJ 9'23.78 O \ 23.$ 25.1; ® 25.00 Foundation design by others e1.66 Mo+o BENCH MARK --TOP MAG. NAIL II IN PAVEMENT= 25.00 ASSIGNED v3E i i L i i i +3.83 0 25.3 BENCH MARK --TOP MAG. NAIL IN PAVEMENT= 23.78 ASSIGNED 0 WORK MUST CO RM TO ALL TOWN BYLAW & REGULATI NS ��F YARMOUTH ER DEPT DATE 7. r Z THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. RONALD JAMES CADILLAC # 1060 JAMES CADILLAC , # 35779 . HEALTH AGENT APPROVAL DATE SITE PLAN FOR TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 21.6 Fill A layer 10yr 3/2 loamy sand E layer 10yr 5/2 loamy sand observed water C layer 10yr 2/1 Peat 67' 76' 85' 87' 96" 16.0 15.3 14.5 14.3 13.6 JOB NO. Y13 - NOTES Tolshansky.dw 0 FB29/52 SB13 23.8 1. LOCUS IS A.M. 59, PARCEL 222. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE B & C ON FIRM DATED JUNE 17, 1986. LOCUS IS IN FLOOD ZONE X ON PRELIMINARY FIRM DATED MAY 3, 2013. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) B layer 7.5 yr 5/8 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. a 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN W. 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. C layer 10yr 6/6 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE-- 1 ON D -BOX, 2 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 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 FOR 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 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. TEST HOLE DATE: December 19, 2013 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY: Philip Renaud, Inspector PERC RATE: <2'-00"/inch (TH 2-B layer) 27 3 SOIL SURVEY(1993): Carver coarse sand Top Prop. Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 24.06 Invert 23.50 27 ADS ARC 36LP CHAMBERS Proposed Use Gas Baffle Proposed Invert 23.27 S=1/4 /ft+ Use 9"Cover Proposed Top Units. -2.3.57 Top Slab=24.0 - ® Peastone Filtercloth 1500 Gal. S=1/8"/ft S=1/8" ft 1 3" Max. Invert 23.75 // inspection Port Septic Tan in/ Proposed ------------" Invert 23.44 Invert 23.2222.9 5 6" Stone or Compact Proposed Proposed I Bottom ' 4 11' -i N f- High Groundwater --17.9 I I _ , m 4 2.3' USGS Adjustment m December 2013 DESIGN DATA Mashpee29-Zone A Observed Water -15.6 BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 1/11/11) PROPOSED SEPTIC TANK: 1500 GAL USE 27 ADS ARC36LP�3.8" INVERT) CHAMBERS IN EFFECTIVE BED LEACHING AREA: 638.5 SF AN 8'-6" WIDE BY 45 LONG BED, AS SHOWN. A.73 SF/_F X 5'/UNIT-23.65 S.F/UNIT 27 UNITS X 23.65 SF/UNIT=638.5 SF(EFFECTIVE) 5' REMOVAL DESIGN CAPACITY- 472 GPD [(638.5 SF) X .74 GPD/SF] REMOVAL OF FILL, OLD CLOGGED SOIL AND TOPSOIL ONLY B LAYER PERCED--LEAVE INTACT. 00 5' ALL AROUND AND UNDER REMOVAL DOWN 32"t TO B LAYER. SITE PLAN FOR TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 21.6 Fill A layer 10yr 3/2 loamy sand E layer 10yr 5/2 loamy sand observed water C layer 10yr 2/1 Peat 67' 76' 85' 87' 96" 16.0 15.3 14.5 14.3 13.6 120"' 113.8 TEST HOLE 3 DEPTH (inches) ELEV.(feet) 0 23.6 Fill 18" A layer 10yr 3/2 loamy San dd 27" 21.3 B layer 10yr 5/8 loamy sand 42" 20.1 C layer 2.5y 6/6 med. coarse sand (See TH 2 for water) -10110 Health Departir.c.-.t 13oAPE VE ,MPRD X- TATI AN A & ALEK SAN DER TOLSH AN SK Y LOT 29, 6 VICTORY LANE, S. YARMOUTH, MA FEBRUARY 26, 2014 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2014 BY R.J. CADILLAC PAGE 1 OF 1 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 23.8 Fill 32" 21.1 B layer 7.5 yr 5/8 a loamy sand 45" 20.0 C layer 10yr 6/6 med. coarse sand 98" 15.6 observed water- 120"' 113.8 TEST HOLE 3 DEPTH (inches) ELEV.(feet) 0 23.6 Fill 18" A layer 10yr 3/2 loamy San dd 27" 21.3 B layer 10yr 5/8 loamy sand 42" 20.1 C layer 2.5y 6/6 med. coarse sand (See TH 2 for water) -10110 Health Departir.c.-.t 13oAPE VE ,MPRD X- TATI AN A & ALEK SAN DER TOLSH AN SK Y LOT 29, 6 VICTORY LANE, S. YARMOUTH, MA FEBRUARY 26, 2014 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2014 BY R.J. CADILLAC PAGE 1 OF 1