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HomeMy WebLinkAbout12 Vesper Lane - Site Planf ( 13 I I N 40. 7 >?'° 38.6 Z 120" no water 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001 0 FOUNDATION PERFORMED BY: Ron Cadillac, Soil Evaluator 15" T1 a WITNESSED BY. Sean O'Brien & Bruce Murphy �J 0 DESIGN BY OTHERS PERC RATE: <2'-00" Inch C1 la er--TH2 40" o ST HOLE t 40.4 /• y 12 J Lf) 9.7 PERC RATE: <2'-00" Inch(Cl layer--TH4 4g" BENCH MARK --TOP TOP .2 MAG. NAIL I W - S3_.•,1� N 9.4 - '' Top Prop. Foundation PERC RATE: <2'-00"/inch Cl layer--TH5 SET IN PAVEMENT=38.22 NO ASSIGNED 38' H, a DEPTH inches ELEV. feet 72" (ss 1/2• OFF CENTER or NORTH va.E ae � (inches) ( ) SOIL SURVEY(1993): Carver loamy coarse sand 65 OFF NEM CORNER OF EXIST. HOUSE) I 9 0 37, ,/ 29.3' 'O ` 21' � " m Prop 2.T -n 1 12 392 Crawl 2.7'r 39.6 . 37.5 9-9.3' 5.7 32" - - 21.3' a I f "� N 8 39,2 n 77 37.7 OF -g• ui 21 + .39.7 9.6' N 30_7' 1 904 8.3' N/F 38.07 4--3&1- - - -- +` 38 5 1 " SWANSEY 87" o> -o 'S 91 -- o� M H a o 'PROPOSED �3 40 33.22 N 38.12 ( M4 BEDROOM N 39.6 3'.99 0 -LT-108" L 39- Ld , A layer 10yr 3/4 sandy loam B layer 10yr 5/8 - sandy 6sandy loam no mottles C1 layer 2.5y 6/6 sandy loam (very fine) C2 layer 2.5y 6/6 clump silt/w sandy loam -weeping-wate` - 37.1 GEOLOGIC MAP(1986): N/F Invert 39.11 Invert 38.42 10 - HOLE 3 Proposed NOTES JOB NO. Y03-43 114" 34 4 medium sand proposed �% >SO 1 y8 7 30.7' S=1/4"/ft ST 37.91 Fox.dwg - 9 S=1/4"/ft 37,60 36,7 BENNETT Invert 38.67 35.0 no water _ 1. LOCUS IS A.M. 121, PARCEL 72. m r 39.4 3' DEEP IMPERVIOUS o z 37.6 136" 35. 4 No DEPTH Inches (inches) ELEV.(feet) 2. ELEVATIONS SHOWN ARE ASSIGNED. 4 Inc. P or BARRIER --120 L.F. OF FRONT YARD 30' 39.53 39.6 0 West side East 38.4 S. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. "~ 40 MIL POLYETHYLENE I REAR YARD 20' X--- _ 86'51'44' W 38.9 DEPTH (inches) ELEV.(feet) A layer 10 3 3 Y Yr / 440 GPD 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) ROAD=40.0 r o a MILLER BREAKOUT**) EXISTING 23.2' 35S s 0" A layer 10yr 3/4 18" sandy loam 1500 GAL. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. if 90.75 o P BEARS AN ORIGINAL RED STAMP OP BARRIER=TOP FIL- I 144" N 91.17' 35.6 B layer 10yr 5/8 736 SF 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. r TER CLOTH=38.o,GRADE35.6 H HOUSE 2.74.3 4.3 40" sand loam sandy loam_ 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". RTE 5' REMOVAL WITH BARRIER ABOVE BARRIER=38.6 MIN 12 ; 39 3 ,o Prop a 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW B layer 10yr 5/8 sand loam USE 3:1 MINIMUM SLOPE OUTSIDE IMPER I DO 5' REMOVAL DOWN 3' TO 7' TO MEDIUM --- _ - Crawl 4.3 48' mottles - - - - - 34.4 mottles - -C� Jaye D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. lio BARRIER. (**OR EQUAL) r3,' j I ^ ::.9' 3 .5 silt Jaloonny 9, DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO I 3 I I DESIGN CAPACITY. 441 GPD BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE PROP. I I w 36 36.0 32.35 37,1 C layer 2.5y 5/6 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. PARKING \ 37 1 �ifllmyro C1 ^ N� TEST HOL 6` LEACHING CROSS SECTION silt loam 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 37LE .21 SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 'TH* 6 XM1 m x 36 7 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 7 V) o � C/) 1 _ 'I 00 0 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 I- x m 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN - T U I � +, 4 5 rn <r 14 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS DEPTH inches ( ) ELEV.(feet) f ( 13 I I N 40. 7 >?'° 38.6 Z 120" no water 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001 0 FOUNDATION PERFORMED BY: Ron Cadillac, Soil Evaluator 15" T1 a WITNESSED BY. Sean O'Brien & Bruce Murphy �J 0 DESIGN BY OTHERS PERC RATE: <2'-00" Inch C1 la er--TH2 40" o ST HOLE t 40.4 /• y 12 J Lf) 9.7 PERC RATE: <2'-00" Inch(Cl layer--TH4 4g" BENCH MARK --TOP TOP .2 MAG. NAIL I W - S3_.•,1� N 9.4 - '' Top Prop. Foundation PERC RATE: <2'-00"/inch Cl layer--TH5 SET IN PAVEMENT=38.22 NO ASSIGNED 38' H, a DEPTH inches ELEV. feet 72" (ss 1/2• OFF CENTER or NORTH va.E ae � (inches) ( ) SOIL SURVEY(1993): Carver loamy coarse sand 65 OFF NEM CORNER OF EXIST. HOUSE) I 9 0 37, ,/ 29.3' 'O ` 21' � " m Prop 2.T -n 1 12 392 Crawl 2.7'r 39.6 . 37.5 9-9.3' 5.7 32" - - 21.3' a I f "� N 8 39,2 n 77 37.7 OF -g• ui 21 + .39.7 9.6' N 30_7' 1 904 8.3' N/F 38.07 4--3&1- - - -- +` 38 5 1 " SWANSEY 87" o> -o 'S 91 -- o� M H a o 'PROPOSED �3 40 33.22 N 38.12 ( M4 BEDROOM N 39.6 3'.99 0 -LT-108" L 39- Ld , A layer 10yr 3/4 sandy loam B layer 10yr 5/8 - sandy 6sandy loam no mottles C1 layer 2.5y 6/6 sandy loam (very fine) C2 layer 2.5y 6/6 clump silt/w sandy loam -weeping-wate` - 37.1 GEOLOGIC MAP(1986): C.C. Bay lake deposits Invert 39.11 Invert 38.42 10 CULTEC C-4 UNITS Proposed Use Gas Baffle Proposed Invert 37.61 114" 34 4 medium sand proposed �% >SO 1 y8 7 30.7' S=1/4"/ft Use 6" cover 37.91 SN - S=1/4"/ft j TOP C-4 Unit Invert 38.67 Proposed no water 25.6 32" 48" S=1/4"/ft - - 1500 Gal. 39.4 o z ST HOLE 5 136" Proposed 4 No USE 10 CULTEC C-4 UNITS SET SIDE BY SIDE WITH 4' STONE ON THE SIDES AND 3' STONE 44" 48" 0 8�'W ---_-� 4 Inc. A layer 2.5y 3/2 silt loom B layer 2.5y 5/6 silt loam --mottles _ Ct layer 2.5y 5/6 sit loam C2 layer 2.5y 5/6 loamy sand C3 layer 2.5y 5/6 silt loam weeLing-water 39.6 35.6 33.6 30.1 28.3 25.6 29.8 Invert 37.78 Invert 37.535137.2 6" Stone or compact Proposed Proposed I Bottom TEST HOLE 2 1 INI I - 28.1 j - 22' [-- 32' 1 1 - I 4 DEPTH (inches) ELEV.(feet) m Mottles®TH 6=32.2 O 271 m A layer 10yr 3/2 S andy loam B layer 10yr 5/6 loam sand - mottles - C1 layer 2.5y 5/6 medium sand C2 layer 2.5y 5/6 silt loam 39.3 35.6 35.3 31.6 6 86"n --29.3 2 31.35 90" -- 30.1 DEPTH (inches) ELEV.(feet) 1"=3 87, 391 C3 layer 2.5v 5/6 38.32 11 1 Basement 8.3 21 - v M M t2o - DESIGN DATA - medium sand �% >SO 1 y8 7 30.7' 7'3 N SN - j LEACH AREA 17" 144" no water 25.6 32" 48" - - 0_9 39.4 o z ST HOLE 5 BEDROOMS: GARBAGE GRINDER: 4 No USE 10 CULTEC C-4 UNITS SET SIDE BY SIDE WITH 4' STONE ON THE SIDES AND 3' STONE 44" 48" 0 8�'W 39. 7.7' FRONT YARD 30' 39.53 39.6 g9,z West side East side SIDE YARD 20' REAR YARD 20' 114" � 38.9 DEPTH (inches) ELEV.(feet) REQUIRED CAPACITY: 440 GPD ON THE ENDS, FOR A 46' X 16' LEACH BED. o � ROAD=40.0 L;7 EXISTING 23.2' 0" A layer 10yr 3/4 37.6 SEPTIC TANK: 1500 GAL. 72"1 40 if 90.75 IT BEARS AN ORIGINAL RED STAMP S 8839' E j.7 144" BOTTOM LEACHING AREA: 736 SF 92" H HOUSE 2.74.3 4.3 8„ sandy loam_ [(16' X 46')] 5' REMOVAL WITH BARRIER ; 39 3 ,o Prop a B layer 10yr 5/8 sand loam SIDE LEACHING AREA: 0 SF DO 5' REMOVAL DOWN 3' TO 7' TO MEDIUM ( 43.3 Crawl 4.3 23.2 39.4 36" 42" mottles - -C� Jaye 34.6 _ 34.1 NONE SAND/SANDY LOAM. (SEE TH'S 6 & 4) INSTALL r3,' ^ ::.9' silt Jaloonny IMPERVIOUS BARRIER, AS SHOWN. 3 g DESIGN CAPACITY. 441 GPD PROP. 39,5 63" - - - - - 32.35 [(736 SF) X .60 GPD/SF] V PARKING 388 �ifllmyro C1 TEST HOL 6` LEACHING CROSS SECTION 120" A layer 10yr 3/2 S andy loam B layer 10yr 5/6 loam sand - mottles - C1 layer 2.5y 5/6 medium sand C2 layer 2.5y 5/6 silt loam 39.3 35.6 35.3 31.6 6 86"n --29.3 2 31.35 90" -- 30.1 DEPTH (inches) ELEV.(feet) 1"=3 87, 391 C3 layer 2.5v 5/6 A layer 10yr 3/4 sandy loam B layer 10yr 5/8 sandy loam mottles Ti layer 2.5y 7 3 sandy loom & silt C2 layer 2.5y 7/2 medium sand weeplinq water C3 layer silt 36.2 Lay perforated pipe level between humps of C-4 Units, as shown, cap end. Use 410 fi ter cloth, no peastone. Stone �$•5' 33.5 32.2 16' 29.2 ' 26.7 25.2 SITE PLAN FOR MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: . 40.3 AND SIGNATURE. 242 GREG 0 R Y 8c SUSAN FO X 1. VARY COVER OVER SEPTIC TANK BY 3" [s' PROVIDED] 310CMR INT PR (1). N/F �� LOT 2, 12 VESPER LANE, YARMOUTHPORT, MA 2. VARY TOP FOUNDATION ELEVATION BY 1.6' [0.4' ABOVE HIGH POINT PROVIDED]. LOCAL REGULATON BAKER /OF ldao_ .a�.��OF "'�.,. TH 1 TEST HOLE LOCATION, NUMBER -� W-- PROP. WATER LINE E- OVERHEAD ELECTRIC WIRES (IF SHOWN) G.5 x 39,9 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6 EXISTING CONTOUR -g- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 10/28/03 --TOP FOUND., FOOTPRINT, GRADES, DRIVE # 1060 HEALTH AGENT � APPROVAL SEPTEMBER 17, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE ©2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 FILE COPY � FILE COPY01 a y 39,1 bonds of silt & 0 I 394 medium sand 12„ �I 124" -weeLl-ng-water 27.3 j 39.3 144" no water 25.6 32" 48" I TH 1 'J,.tO 94" _ 4o 40.0 ZONING DISTRICT: R-401 39. TER OF BENCH MARK --TOP &EASSIGNED FRONT YARD 30' 39.53 CONC. BOUND= 40.00 39,8 SIDE YARD 20' REAR YARD 20' 114" HIGHPOINT IN I 40.5 BUILDING COVERAGE 25% 132" ROAD=40.0 L;7 THIS PLAN IS A VALID COPY ONLY IF 40 if 90.75 IT BEARS AN ORIGINAL RED STAMP S 8839' E 39.72 144" A layer 10yr 3/4 sandy loam B layer 10yr 5/8 sandy loam mottles Ti layer 2.5y 7 3 sandy loom & silt C2 layer 2.5y 7/2 medium sand weeplinq water C3 layer silt 36.2 Lay perforated pipe level between humps of C-4 Units, as shown, cap end. Use 410 fi ter cloth, no peastone. Stone �$•5' 33.5 32.2 16' 29.2 ' 26.7 25.2 SITE PLAN FOR MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: . 40.3 AND SIGNATURE. 242 GREG 0 R Y 8c SUSAN FO X 1. VARY COVER OVER SEPTIC TANK BY 3" [s' PROVIDED] 310CMR INT PR (1). N/F �� LOT 2, 12 VESPER LANE, YARMOUTHPORT, MA 2. VARY TOP FOUNDATION ELEVATION BY 1.6' [0.4' ABOVE HIGH POINT PROVIDED]. LOCAL REGULATON BAKER /OF ldao_ .a�.��OF "'�.,. TH 1 TEST HOLE LOCATION, NUMBER -� W-- PROP. WATER LINE E- OVERHEAD ELECTRIC WIRES (IF SHOWN) G.5 x 39,9 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6 EXISTING CONTOUR -g- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 10/28/03 --TOP FOUND., FOOTPRINT, GRADES, DRIVE # 1060 HEALTH AGENT � APPROVAL SEPTEMBER 17, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE ©2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 FILE COPY � FILE COPY01 a y