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HomeMy WebLinkAbout47221._Li.111_L:1 _- . ._.J.._..i• - � , p� � Ir I - Jjl.: JL LJ II ii L_- , I-L.AL co EAST ELEVATION /4r, ` 1' — 0" rI 'I .IIII +1 � I I I i � APPROVED b YARMOUTH COMMITTEE �-- OKHRD O I U �I L- ------------ - - f - - - -- - - ---- --- --- --- - - - - - -- - - ---- - - _7777=_ . ,rt t,._ T_r �-IjI 0 V O z w o n :�i . W } z O o a Q > z LLJu W zo f -u cr z Z o G�Lu o W Co L W ILL L NORTH ELEVATION. 1/4" = 1'-0" SOUTH ELEVATION 1/4" = 1'-0 APPROVED IMOUTH COMMITTEE OKHRD O� A-� LO LU C U LLJ 0 C) :2 LLJ < 0 rr < 0 > LIJ L.Li ET) V) LLJ __j Lli tY V) 7- 0 0 LLJ Lu col r-) Lo L x LLJ V0.R�0 OK - r n Ln 6 4- to N 6 D, TEST HOLE 1 07J I N N I L, tS• �<P, DEPTH (inches) 48' DECK DETAIL 6 1"=15' / 15.3 12" t a:8 TEST HOLE 2 ELEV.(feet) DEPTH (inches) 0 layer A layer 10yr 3/2 __!only loom B layer 2.5y 5/6 sandy loom Ci layer 2.5y 6/4 sandy loam C2 la r 2.5y 5/3 silt loam observed water 19.5 0 6" 12" LOCUS APPEARS TO BE 1N AN R-40 I ZONING DISTRICT, AND SUBJECT TO 1 CONSTRUCTION YARDS OF: FRONT YARD 30' SIDE YARD 20' REAR YARD 20' TEST HOLE LOCATION, NUMBER ACTUAL ZONING DETERMINATIONS MUST PROP. WATER LINE MARKINGS BE MADE BY TOWN ZONING OFFICAL. --G- GAS LINE MARKINGS (IF SHOWN) ---UE- UNDERGROUND ELECTRIC WIRES (IF SHOWN) ,, 9.5 , 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) -'6 EXISTING CONTO% PROPOSED CONTUR TREE (IF SHOWi NOT ALL SHOWN) ❑ EXISTING DRAINAE CATCHBASIN 0 layer A layer 10yr 3/3 sandy loam B layer 10yr 5/8 sandy loam C layer 2.5y 6/4 loamy med. sand See other test holes for water TEST HOLE 3 NOTES ELEV.(feet) DEPTH (inches) 20.7 a 5" 12" 0 layer A layer 10yr 3/3 sandy room B foyer t0yr 5/6 sandy loam Cl layer 10yr 6/4 loamy med. sand C2 layer 2.5y 6/3 silt loom observed water NOT TO SCALE 12,7 G CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING TEST HOLE 4 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 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. DEPTH (inches) 11.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 3 4 0 1. LOCUS IS A.M. 91, PARCEL C116A. z ELEV.(Feet) 2, ELEVATIONS SHOWN ARE ASSIGNED. ,Qc 78 7 3. LOCUS IS IN FLOOD ZONES C & B ON FIRM DATED JUNE 17, 1986. 'b 25.0 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) p 0 SF 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. j DESIGN CAPACITY: 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. ao Barn-Plym-Nant. Complex 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". m GEOLOGIC MAP(1986): S. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW N D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET, c t 5.5 g. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. t Use Gas Baffle BUILD UP COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS IN PLACE. _ COVERONE OF TANK TO BEWITHIN E H-20 13.4 10. STONETO BEDOUBLE WASHED3/4 T O 1F1/2A WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. LOCATION /"5�/Top 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. PEA STONE - ANT 12 IF AN OVERDI IS NOT TO SCALE 12,7 G CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING TEST HOLE 4 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 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. DEPTH (inches) 11.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS Invert 21.60 Proposed Invert 21.27 Invert 20.96 Use 6" Stone under Proposed Proposed r- 23 C -- 4' f - 7. DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: 0 REQUIRED CAPACITY: TEST HOLE DATE: 3/5/98 & 5/28/98 (TH 5) SEPTIC TANK: 1500 GAL PERFORMED BY: Ron Cadillac, Soil Evaluator 5" -� 25.0 WITNESSED BY: Bruce Murphy, RS, CHO 12" SF PROP. TOP FOUND. PERC RATE: <2'-00"/inch (TH's 2,4,5) DESIGN CAPACITY: .1 GPD SOIL SURVEY(1993): Barn-Plym-Nant. Complex GEOLOGIC MAP(1986): Harwich outwash plain deposits 38" Invert 22.06 Proposed Invert 21.35 `y i Use Gas Baffle Invert 21.10 S FLOWDIFFUSORS _ H-20 7521.4 /"5�/Top SCREENED PEA STONE - ANT Invert 21.60 Proposed Invert 21.27 Invert 20.96 Use 6" Stone under Proposed Proposed r- 23 C -- 4' f - 7. DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL BOTTOM LEACHING AREA: 504 SF [(42' X 127) SIDE LEACHING AREA: 103.6 SF [2(12'+ 42') X 0.96' DEEP)) DESIGN CAPACITY: 449 GPD [(504 SF + 103.6 SF) X .74 GPD/SF) NOTE: LEACH AREA IS SIZED FOR 4 BEDROOMS SO IT MAY EVENTUALLY BE UPGRADED BY THE ADDITION OF SYSTEM COMPONENTS BEARING A NITROGEN LOADING CREDIT. T15' 11.5" 132„ 0.0 ottom 0 layer A layer 10yr 3/3 sandy loam B layer 10yr 5/8 sandy loam C layer 2.5y 6/4 loamy med. sand observed water ELEV.(feet) 19.5 16.3 13.25 8.5 TEST HOLE 5 0.1' USGS Adjustment Barn 247-May.98 DEPTH (inches) ELEV.(feet) Zone C Observed Water --14.9 (Long Pond) 0 1o° 24" LEACH AREA USE 5 H--20 FLOWDIFFUSOP.S WITH 48" 1' OF STONE ON THE ENDS AND 4' ON THE SIDES FOR A 42' X 12' 64" X 11 1/2" DEEP LEACH AREA. 84" A 5' REMOVAL IS CALLED FOR DOWN 7't TO COARSE SAND, OR LOAMY MEDIUM SAND. 132" SITE PLAN FOR A layer 2.5y 4/2 sandy loam B layer 2.5y 5/6 sandy loom Cl layer 2.5y 5/6 sandy loam C2 layer 2.5y 6/4 silt loam observed water C3 layer 10yr 5/4 coarse sand 18.0 12.7 11.0 7.0 THIS PLAN A VALID COPY ONLY IF IT BEARS MICHAEL & MARY ALYCE B ERN STEI N AN ORIGINALL RED STAMP AND SIGNATURE. ��RONALD qy =�Q'V "OF4Ds9s�' LOT 118A, 53 CONGRESSIONAL DRIVE, YARMOUTHPORT, MA JAME r' r MES o ^cGG�Dy�� c� i JUNE 4, 1998 SCALE: 1"=30' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 HEALTH AGENT APPR(1VAL DATE (508) 775-9700 PAGE 1 OF 1