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Home My WebLink AboutEngineered Plan - 2003rn 00 6 a_ (o N m a N/F N/F GEORGE SCHNEIDER X 1_ X X 8 N/F W N o b ENGLERT M N e - O X z X N/F BUDREAU X x 16.2 0 30'1" TI I w I pole I > I 0 17, V LLJ Qf L_ O �'T7.5 S 87'20'40" E - --'t- 110.59' x 17,5 \ _ X06.6 L 0 T 13 Co X 16, 390± S. F� 06.9 1315 - � 16,72 BENCH MARK --TOP & CENTER OF SPIKE=16.72 ASSIGNED (2'-4' OFF FENCE do 64'-V OFF HOUSE CORNER) x 19.2 x 19,4 21.14 - X ---.� 21, I tJ JOB NO. Y03-34 NOTES Harless.dwg 1. LOCUS IS A.M. 36, PARCEL 33. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET, 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 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. NO GRADE CHANGES TEST HOLE DATE: September 17, 2003 ARE PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: David Flaherty, RS PERC RATE: <2'-00"/inch (C layer) M 13011111111MIT, 0 10" 30" 1' 20.96 SOIL SURVEY(1993): Carver coarse sand layer 10yr 5/8 x 0,9 Top Foundation GEOLOGIC MAP(1986): Barnstable plain deposits ;' n Invert 17.44 PVC pipe m 48"� � m S p 0 3 rt oCL a o � NOT TO M 13011111111MIT, 0 10" 30" 1' 20.96 SOIL SURVEY(1993): Carver coarse sand layer 10yr 5/8 x 0,9 Top Foundation GEOLOGIC MAP(1986): Barnstable plain deposits ;' I OExist. Invert 17.44 PVC pipe Invert 16.15 Use Gas Baffle 2 DRY WELLS 48"� 20.2 I Proposed Invert 15.23 S=1 5/8"/ft 9�� min. cover Proposed a26y1 (b. IS=1 /4"/f TOP PEA STONE Invert 16.40 Proposed I I 1500 Gal. _-_-- ■ Proposed ),4 I 1 24" 134" 29.W W 2 0.8 I ' I Invert 15.40 Invert 15.10 13.1 J_20.55 i 16" Stone or compact Proposed Proposed r 6.3 Bottom x 20.83 14°J_ g' 36' 1 Irv_ 1 6 a r I r- I I m 1 6' Bottom TH1=6.8 x 20.8 0 I� m Io D DESIGN DATA - N a BEDROOMS: 3 W - - - _ ___.GARBAGE_ GRINDER: -- No --.---.--LEACH_AREA - - - - 0.16 REQUIRED CAPACITY: 330 GPD I�2 '0.5 SEPTIC TANK: 1500 GAL USE 2 DRY WELLS WITH 4' OF STONE 1.9,6 � � 19,9 `�->- ----- -19.8 PARKI G F 19.46 F 112.36' * 19,13 LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,--6-'- EXISTING CONTOUR 8� 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) N/F FI ORETTI ST HOLE 1 (inches) ELEV.(feet) 18.0 layer 10yr 3/3 sandy loam IJ layer 10yr 5/8 sandy loam G layer 2.5y 6/6 ed. fine sand N/F FI ORETTI ST HOLE 1 (inches) ELEV.(feet) 18.0 BOTTOM LEACHING AREA: 325 SF ALL AROUND TO MAKE A 25' LONG BY [(25' X 13')] 13' WIDE BY 2' DEEP LEACH AREA. SIDE LEACHING AREA: 152 SF [2(13'+ 25') X 2' DEEP)] DESIGN CAPACITY: 352 GPD [(325 SF + 152 SF) X .74 GPD/SF] BENCH MARK --TOP OF MAG. NAIL = 21.16 ASSIGNED GMn THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. EAL H AGENT APPROVAL c a =`a DATE __1 DEC 1 7IZ003v SITE PLAN FOR ROBERT L. 8c JUDITH A. HARLESS LOT 139 49 SHORT WAY, WEST YARMOUTH, MA DECEMBER 16, 2003 SCALE: 1 "=2b' RONALD J. CADILLAC, PLS, RS I PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 15.5 2003 BY R.J. CADILLAC PAGE 1 OF 1 91:1 layer 10yr 3/3 sandy loam IJ layer 10yr 5/8 sandy loam G layer 2.5y 6/6 ed. fine sand BOTTOM LEACHING AREA: 325 SF ALL AROUND TO MAKE A 25' LONG BY [(25' X 13')] 13' WIDE BY 2' DEEP LEACH AREA. SIDE LEACHING AREA: 152 SF [2(13'+ 25') X 2' DEEP)] DESIGN CAPACITY: 352 GPD [(325 SF + 152 SF) X .74 GPD/SF] BENCH MARK --TOP OF MAG. NAIL = 21.16 ASSIGNED GMn THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. EAL H AGENT APPROVAL c a =`a DATE __1 DEC 1 7IZ003v SITE PLAN FOR ROBERT L. 8c JUDITH A. HARLESS LOT 139 49 SHORT WAY, WEST YARMOUTH, MA DECEMBER 16, 2003 SCALE: 1 "=2b' RONALD J. CADILLAC, PLS, RS I PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 15.5 2003 BY R.J. CADILLAC PAGE 1 OF 1 91:1