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Home My WebLink About12 Vesper Lane - Site Plan 31 37.66 S' DEEP IMPERVIOUS j 37.6 IARRIER--120 L.F. OF I FO MIL POLYETHYLENE MILLER BREAKOUT** COP BARRIER=TOP F L- EER CLOTH=38.0,GRADE ABOVE BARRIER=38.6 MIN I 12 JSE 3:1 MINIMUM SLOPE OUTSIDE IMPER 3ARRIER. (**OR EQUAL) `/I 37 37'3 -� I 7 �I ENCH MARK--TO"F-MAG. NAIL I 1ICA r ET IN PAVEMENT -36.22 -:ASSIGNED 112 1/2' on' CEWER OF -915M POLE k i 63' OFF WAR OF DOST'. HOUSE 37. Ira 2 I �7.7 % 38.07 , 3 JOB NO. Y03-43 8.7. 39, 120,980± S. F. 39,3 N/F oyer 39.1 § 0 bands of siltt & medium Bond 12" 124 `L - 27.3 _ no water 32 144" 25.6 48" TEST HOLE 3 38.22 � M a 33.12 CULTEC C-4 UNITS IGHPOINT IN 3 .99 29.2 [ROAD=40.0I Invert 39.11 r 3,82- THIS PLAN IS A VALID COPY 01 LY IF 38.32 ,� 1 8.0 ? §)a7 39.72 IT BEARS AN ORIGINAL RED TAMP SITE PLAN7a - P Pro osed P proposed 3r,.735.o BENNETT DEPTH (inches) ELEV.( et) 2. ELEVATIONS SHOWN ARE ASSIGNED. I � I C3 layer 2.5y 5/6 I 3 . 4 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. silt loam Invert 38.67 o PA JOB NO. Y03-43 $ 0 / 29.3' ' Y 21 12" n. 47' Craw2739.632" 5.721.3'9.221'39.7 N/F 04 9-1 SWANSEY87"0 TH 3{� 0 'PROPOSED - ao o I4 BEQROOM a 39.6 108" _ [ T _DWELLING 9. t 20 A layer 10yr 3/4 sandy loam B layer l0yr 5 B sandy loam no mottles C1 layer 2.5y 6/6 sandy loam (very fine) C2 layer 2.5y 6/6 clump silt/w sandy loam 7.1 TA 8.7. 39, 120,980± S. F. 39,3 N/F oyer 39.1 § 0 bands of siltt & medium Bond 12" 124 `L - 27.3 _ no water 32 144" 25.6 48" TEST HOLE 3 1 6 40 ao.o 3'� ' ' "' rox.awg CULTEC C-4 UNITS IGHPOINT IN loamy sand BUILDING COVERAGE %i% 132 29.2 [ROAD=40.0I Invert 39.11 Usa Gas Baffle Invert 37.61 THIS PLAN IS A VALID COPY 01 LY IF 114• 1. LOCUS IS A.M. 121, PARCEL 72. 39.72 IT BEARS AN ORIGINAL RED TAMP SITE PLAN7a - P Pro osed P proposed 3r,.735.o BENNETT DEPTH (inches) ELEV.( et) 2. ELEVATIONS SHOWN ARE ASSIGNED. Use 6" cover 37.91 C3 layer 2.5y 5/6 4 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. silt loam Invert 38.67 o S=1 /4"/ft 0 A layer 10 3/3 28.3 4, ALL PIPES TO, BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 1500 Gal. e n 86.51144" sandy loam Proposed 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. - - - - - P 168" 25.6 9117 55 SF 18" g layer 10yr !)/d 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 1.8 kRTE 6Asand Invert 37.78 Invert 37.53 5' Bo37.2 ttom Bottom TEST HOLE 2 loam or compact Proposed Proposed I 7. INLET TEE TO PROJECT DOWN 13% OUTLET TEE DOWN 14". 22 -� II IroI I I 32'- 4- �- I I I 35.6 40" 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 39.2 A layer 10yr 3/2 mottles 71 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.`IS"•4 sandy loam 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO 3 5 BUILD UP COVERS TO WITHIN 1. OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE I I 360 37.1 C layer 2.5y 5/6 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP I 6 - silt loom 10. 11. STONE TO BE DOUBLE IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 2 ;aN o x J CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. X M I 36.7 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 M IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). _n _ < c(D 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN I I n x m - LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) I a I ED 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O A layer 2.5y 3/2 39.6 wv 4 H 5 4Or 7,6 `t 38A 120" no water 4 TEST HOLE DATE: 6/08/2000 & 9/25/2001 silt loam -OUNDATION PERFORMED BY: Ron Cadillac, Soil Evaluator 15" B layer 2.Sy 5 6 WITNESSED BY: Sean O'Brien &Bruce Murphy silt loam - 0 o DESIGN BY OTHERS PERC RATE: <2'-00"/inch Cl layer--TH2 40" mottles O 9.7 TEST HOLE 4 40.4 PERC RATE: <2'-00"/inch(Cl la er--TH4 Cl layer--TH5 48" Ci lagr 2.5y 5/6 35.6 un N _j Top Prop. Foundation PERC RATE: <2 -00 inch 72` sit loam , TH 3 .1 9.a -DEPTH (inches) ELEV. :et) SOIL SURVEY 1993: Carver loam coarse sand SURVEY(1993): y GIC MAP(1986)• CC Ba lake deposits 33.6 $ 0 / 29.3' ' Y 21 12" n. 47' Craw2739.632" 5.721.3'9.221'39.7 N/F 04 9-1 SWANSEY87"0 TH 3{� 0 'PROPOSED - ao o I4 BEQROOM a 39.6 108" _ [ T _DWELLING 9. t 20 A layer 10yr 3/4 sandy loam B layer l0yr 5 B sandy loam no mottles C1 layer 2.5y 6/6 sandy loam (very fine) C2 layer 2.5y 6/6 clump silt/w sandy loam 7.1 TA 8.7. 39, 120,980± S. F. 39,3 GEOLO • • y oyer 39.1 § 0 bands of siltt & medium Bond 12" 124 `L - 27.3 _ no water 32 144" 25.6 48" C2 layer 2.5y 5/6 1 6 40 ao.o 84" ZONING DISTRICT: R-4 1 FRONT YARD Y 39.6 SIDE YARD 0' REAR YARD 3, 114" Invert 38.42 10 CULTEC C-4 UNITS IGHPOINT IN loamy sand BUILDING COVERAGE %i% 132 29.2 [ROAD=40.0I Invert 39.11 Usa Gas Baffle Invert 37.61 THIS PLAN IS A VALID COPY 01 LY IF 114• 90.75 30.1 39.72 IT BEARS AN ORIGINAL RED TAMP SITE PLAN7a Proposed Pro osed P proposed FOR r.4 S=1/4"/ft Use 6" cover 37.91 C3 layer 2.5y 5/6 S=1 /4"/ft TOP C-4 Unit silt loam Invert 38.67 Proposed S=1 /4"/ft 136" c_n �y ai - 28.3 1500 Gal. Proposed - - - - - 4" 168" 25.6 1.8 I Invert 37.78 Invert 37.53 5' Bo37.2 ttom Bottom TEST HOLE 2 6" Stone or compact Proposed Proposed I 22 -� II IroI I I 32'- 4- �- I I I DEPTH (inches) ELEV.(feet; MottlesOTH 6=32.2 0 39.2 A layer 10yr 3/2 71 M sandy loam Basement 83' 21 M m 1 DESIGN DA LEACH AREA 17 B layer loyr 5/6 _ 44• loam sand 35.6 I a BEDROOMS: 0 77 7.3 09 a 4 USE 10 CULTEC C-4 UNITS SET SIDE BY SIDE 48" -mottles _ 35.3 -7- 5 GARBAGE GRINDER: No WITH V STONE ON THE SIDES AND 3' STONE - z TEST HOLE ' 44C C^O ."' X 16' LEACH am a C1 layer 2.5y 5/6 -1- - -se. _ Eaat 'de RECUIR�D C-A.PAcITY: DN IriE Elvin S, r A w I OEPTS (inches) ELEV 'eet) SEPTIC TANK: 1500 GAL 7� o ' medium sand EXISTING I 23.2' 0" A layer 10yr 3/4 ' 7S BOTTOM LEACHING AREA: 736 SF 92' 1'S 1.r 2Y sandy loam 16' X as' 5' REMOVAL VATH BARRIER TH 2 HOUSE 4.3 8" B layer 10yr 5 8 [( )� DO 5' REMOVAL DOWN 3' TO T TO MEDIUM 39 3 10 Prop. sand loam SIDE LEACHING AREA: 0 SF C2 layer 2.5y 5/6 36" 4.6 SAND/SANDY LOAM. (SEE TH'S 6 & 4) silt ,loam 3.3' Crawl a s 23.2' 39.4 42" mo Ues �lg 541 NONE INSTALL IMPERVIOUS BARRIER, AS SHOWN. i� rte.. 9• s11 �oaan, - DESIGN CAPACITY: 441 GPD 3.3 ' 9'� (736 SF) X .60 GPD/SF1 ) P . 39:5 63" - - - - - ;2.35 [. :IVIG E 3s.a o ct lay y 9 �e/3 - - - - TEST HOLE 6 LEACHING CROSS SECTION 120" zs.3 6 86' a 51.35 1 3' 2 90" - SO.1 , DEPTH (inches) ELEV.(feet) C3 I q5 5/6 6,) La erforated pipe level between humps of C-4 Units, as shown, cap end. 39.08 I I 8.7. 39, 120,980± S. F. 39,3 39,4 oyer 39.1 § 0 bands of siltt & medium Bond 12" 124 `L - 27.3 _ no water 32 144" 25.6 48" ITH I 39. 39.53 1 6 40 ao.o 84" ZONING DISTRICT: R-4 1 FRONT YARD Y 39.6 SIDE YARD 0' REAR YARD 3, 114" BENCH MARK --TOP & CENTER OF CONC. BOUND= 40.00 ASSIGNED 33.5 32.2 IGHPOINT IN • 405 BUILDING COVERAGE %i% 132 29.2 [ROAD=40.0I $ THIS PLAN IS A VALID COPY 01 LY IF 40 90.75 39.72 IT BEARS AN ORIGINAL RED TAMP A layer 10yr 3/4 sandy loam B layer 10yr 5 8 sand loam mottles Ct layer 2.5y 7 3 sandy loam & silt C2 layer 2.5y 7/2 medium sand Jng_water _ C3 layer silt S 8939 E . 40.3 AND SIGNATURE. 1� MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY COVER OVER SEPTIC TANK BY 3" [6" PROVIDED]. 310CMR 15.228 (1). N/F 2. VARY TOP FOUNDATION ELEVATION BY 1.6' [0.4' ABOVE HIGH POINT PROVIDED]. LOCAL REGULA110N BAKER LEGEND TH 1 TEST HOLE LOCATION, NUMBER -P W- PROP. WATER LINE -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 .39,9 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6 EXISTING CONTOUR PROPOSED CONTOUR 0 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 A,'(H ur MgSS 4f•�'T� Vr mgSS •\ RONALD 9cyGN ON ALD Lw JAM JA��ES ,t CAC IL u SCA tip v yF OFU�R (h0SRVEo� n ` t �f ZB HEALTH AGENT APPROVAL DATE 3 y P Use 410 fi ter doth, no peostone. Stone r�.,��'1� 1(`11 ��` 1� �/` 11 t/`�1� stone �ss• 33.5 32.2 16' 29.2 $ ,3 26.7 25.2 SITE PLAN7a " -C FOR 24.2 GREGORY Ac SUSAN LOT 2, 12 VESPER LANE, YARMOUTtk. . SEPTEMBER 17, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 '003 BY R.J. CADILLAC