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Home My WebLink AboutEngineered Plan - 2005ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. JOB NO. Y05-24 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: NOTES MURRAY.dwg RTE• 1. VARY LEACHING TO BASEMENT BY 5' (15' PROVIDED). 1. LOCUS IS A.M. 30, PARCEL 62. VARY LEACHING TO LOT LINE BY 1'-9" (8'-3" PROVIDED). 2. ELEVATIONS SHOWN ARE ASSIGNED. 3 VARY LEACHING TO DRAINAGE STRUCTURE BY 8' (17' PROVIDED). 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. 310 CMR 15.211(1). 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Z 2. USE 6" TOTAL COVER OVER SEPTIC TANK. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. j21 310 CMR 15.228(1). 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 3A,23.1 N/F D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. R RQ NOT TO 1 .0 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE ROBERTS COVERS: NONE ON TANK UNLESS DRIVEWAY PAVED, THEN TWO TO GRADE, ONE OVER LEACH. _ 19.4 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 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). TEST HOLE 1 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) 'ELEV.(feet) 14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 1' V DRAINAGE INFORMATION SHOWN UNDERGROUND IS APPROXIMATE AND BASED UPON AS -BUILT CARD FROM ENGINEERING DEPT., WHICH CALLS FOR NO OUTLET FOR PIPE. ,v (D14.04 MOVE WATER SERVICE 0 REPLUMB--PIPE TO EXIT TEST HOLE DATE: July 26, 2005 WITH ITS CENTER 19" BELOW PERFORMED BY: Ron Cadillac, Soil Evaluator TOP OF FOUNDATION. WITNESSED BY: Lynn Mulkeen, RS 44" PERC RATE: <2'-00"/inch (C layer assumed) 17.11 SOIL SURVEY(1993): Carver coarse sand 52" Top Exist. Foundation GEOLOGIC MAP(1986): Harwich outwash plain deposits LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS PW PROPOSED WATER LINE E OVERHEAD ELECTRIC WIRES (IF SHOWN) -- G GAS LINE MARKINGS - 9.5 x 16.1 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 1 EXISTING CONTOUR B-- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 11/09/05--6' DEEP IMPERVIOUS BARRIER MOVE WATER SERVICE 0 REPLUMB--PIPE TO EXIT TEST HOLE DATE: July 26, 2005 WITH ITS CENTER 19" BELOW PERFORMED BY: Ron Cadillac, Soil Evaluator TOP OF FOUNDATION. WITNESSED BY: Lynn Mulkeen, RS 44" PERC RATE: <2'-00"/inch (C layer assumed) 17.11 SOIL SURVEY(1993): Carver coarse sand 52" Top Exist. Foundation GEOLOGIC MAP(1986): Harwich outwash plain deposits 15' 4 _ I� -- 2 a EI. 7;4 F 12; ffUZso 8. of 10 yr. Adjustment DESIGN DATA MASH29-July 05 - A Observed Water=6.7 BEDROOMS: 3 MIN. -Y_- GARBAGE_GRINDER: _ .-_ _ _-- _-.No_ REQUIRED CAPACITY: 330 GPD LEACH AREA SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 319 SF USE 2 DRY WELLS SET 4' APART WITH [(29' x 11')] APROX. 3' STONE ON THE SIDES AND 4' SIDE LEACHING AREA: 160 SF STONE ON THE ENDS TO MAKE A 29' X [2(11'+ 29') X 2' DEEP)] 11' X 2' DEEP LEACH AREA. DESIGN CAPACITY: 354 GPD [(319 SF + 160 SF) X .74 GPD/SF] 5' REMOVAL THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. Fill E layer 2.5y 4/3 loamy sand B layer 10yr 5/6 sandy loam C layer 10yr 5/6 med. sand _observed water___ DO 5' REMOVAL ALL AROUND AND UNDER LEACH AREA DOWN 7'f TO MEDUIM SAND. G�[�C�I�OMGD NOV li 4�' 2005 SITE PLAN1, HEALTH DEPT. FOR JOHN & JEANNE MURRAY LOT 59 45 WILLIAMS ROAD, W. YARMOUTH OCTOBER 15, 2005 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 - S - WEST YARMOUTH, MA 02673 DATE (508) 775-9700 PAGE 1 OF 1 C 2005 BY R.J. CADILLAC 15.5 8.5 6.7 3.5 Invert 15.35 Invert 14.85 2 DRY WELLS Proposed— REPLUMB Proposed84" Invert 14.52 84" H-20 H-20 Use Gas Baffle S=/4 9" min. cover H-20 Proposed 1 Proposed S=1 /8"/ft Toopp Peastone Invert 15.10 1500 Gal. Septic Tank 106" Proposed I I 144 I Invert 14.69 Invert 14.40 12.4 5 6" Stone or compact Proposed Proposed I Bottom 1 I I I INI ' I 15' 4 _ I� -- 2 a EI. 7;4 F 12; ffUZso 8. of 10 yr. Adjustment DESIGN DATA MASH29-July 05 - A Observed Water=6.7 BEDROOMS: 3 MIN. -Y_- GARBAGE_GRINDER: _ .-_ _ _-- _-.No_ REQUIRED CAPACITY: 330 GPD LEACH AREA SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 319 SF USE 2 DRY WELLS SET 4' APART WITH [(29' x 11')] APROX. 3' STONE ON THE SIDES AND 4' SIDE LEACHING AREA: 160 SF STONE ON THE ENDS TO MAKE A 29' X [2(11'+ 29') X 2' DEEP)] 11' X 2' DEEP LEACH AREA. DESIGN CAPACITY: 354 GPD [(319 SF + 160 SF) X .74 GPD/SF] 5' REMOVAL THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. Fill E layer 2.5y 4/3 loamy sand B layer 10yr 5/6 sandy loam C layer 10yr 5/6 med. sand _observed water___ DO 5' REMOVAL ALL AROUND AND UNDER LEACH AREA DOWN 7'f TO MEDUIM SAND. G�[�C�I�OMGD NOV li 4�' 2005 SITE PLAN1, HEALTH DEPT. FOR JOHN & JEANNE MURRAY LOT 59 45 WILLIAMS ROAD, W. YARMOUTH OCTOBER 15, 2005 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 - S - WEST YARMOUTH, MA 02673 DATE (508) 775-9700 PAGE 1 OF 1 C 2005 BY R.J. CADILLAC 15.5 8.5 6.7 3.5