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9 Green Way - Site Plan1YS DIG SAFE PRIOR TO. CONSTRUCTION--UIILIIY LUCAIIUNS SHUWN INGUMVIIIt- MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: rn a 1. VARY LEACHING TO STREET BY 7' (3' PROVIDED)) VARY LEACHING TO PROPERTY LINE BY 3' (7' PROVIDED). N VARY LEACHING TO BASEMENT BY 3'-2" (16'-10" PROVIDED). 310 CMR 15.211 (1). m 2. VARY 4' OF OF PERVIOUS MATERIAL BY 0.3'. (3.7' PROVIDED) d 310 CMR 15.415 (2). 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. N/F JCHELT -F 13.5 APPROX. LOCATION - N/F FROM ENGINEERING DONOVAN aseulLr 257---- i i 0 [✓FP's' NDP%/� 28,0 88.33 i L i T0�39 A5 22 2&0 \ 8.31P EM 120' R� 19.4 28.2 O i BENCH MARK -TOP! MAG NAIL S BENCH MARK --TOP CONC. SLAB o HOUSE -CORNER=29:57 !ASSIGNED 20.6 \ 2 y\ t D19.9 \ 1 6 O 2 7, \ Al \ 0 EDGE DRIVE= 30.00 ASSIGNED k..r% v1� J i2a.9 28. 75, z \\ Q� 8.9 a \ UPHILL KEEP �' JOB NO. Y-06-17 0 ±EDUCE GRADE SLIGHTLY OVER TEST HOLE DATE: NOTES MESMER.dwg LILY POND DR. 1. LOCUS IS A.M. 90, PARCEL 59. COVER AT 3' MAX. a 2. ELEVATIONS SHOWN ARE ASSIGNED. m PERC RATE: 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. z a 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Top Exist. Foundation o 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. D v 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. < 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". n ET 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW In ..Bed Configuration D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. P� 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. G�� COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE 10. 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, Proposed Use Filter Cloth 120^ Invert 26-16 I 1000 Gal. 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 TEST HOLE 1 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 UPHILL SIDE DOWNHILL SIDE Existing L---------- LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 180" 20.6 \ 2 y\ t D19.9 \ 1 6 O 2 7, \ Al \ 0 EDGE DRIVE= 30.00 ASSIGNED k..r% v1� J i2a.9 28. 75, z \\ Q� 8.9 a \ UPHILL KEEP �' NOT 0 ±EDUCE GRADE SLIGHTLY OVER TEST HOLE DATE: July 31, 2006 18" SIDE OF LEACHING TO PERFORMED BY. Ron Cadillac, Soil Evaluator APPROX. WATER LINE FROM COVER AT 3' MAX. WITNESSED BY: Philip Renaud, Inspector 24" > x 8.7 PERC RATE: <2'-00"/inch (C layer) EXISTING CONTOUR 29.03± SOIL SURVEY(1993): Carver coarse sand 45" Top Exist. Foundation GEOLOGIC MAP(1986): Harwich outwash plain deposits ® EXISTING DRAINAGE CATCH BASIN 0 TREE (IF SHOWN, NOT ALL SHOWN) Invert 25.70 16 CONTACTOR 100'S n ET Existing In ..Bed Configuration Use Gas Baffle 96" _ - Invert 25.14 25.64 rel---- -- Existlnq S=1/8"/ft+ Proposed Use Filter Cloth 120^ Invert 26-16 I 1000 Gal. S=1/8"/ft min In Port - j Septic Tank Existing L---------- ------ --- 6" 180" Fill Elayer10yr52 loam sand B layer 7.5yr 5/8 loamy sand C1 layer 10yr 6/6 med. coarse sand C2 lays } - silty { amY 6/1 C3 layer 2.5y 7/2 fine sand 28.9 25.15 20.9 108"19.! 18.9 132'17.! GZ no water 13.9 4� 29.70 1\ 3 G s \ do 20.0V � � ch V �ao.00 o \ 80 ' 17,_7" 76'_10» \ j 20.a - \ 5 N �, \\ ; LOT 34 25 ; ��. O: \� 15,010fS. 226 4' o . 20,56 1L11 N Y'is3 x \ 21.6 BRDM DEN \\ J \ \ enw KITCHEN IUVNGRM BRDM \ eAw \ els \ FIRST --FLOOR 513RDjptwu(w� \ M DIO I \\ WORK SHOP w TORA N/F r m VIGNEAU 3,s 8. 0 x 22.9 x 24.6 30,8 1 _ 22.6 N Y_ - N/F I.J. SWANSON TRS. WALKOUT BASEMENT NOT TO SCALE LEGEND TH I TEST HOLE LOCATION, NUMBER -W- APPROX. WATER LINE FROM ASBUILT _E OVERHEAD ELECTRIC WIRES (IF SHOWN) > x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) -6_` EXISTING CONTOUR _8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN 0 TREE (IF SHOWN, NOT ALL SHOWN) P. 30,7 6" Stone or DESIGN DATA 11 Invert 25.31 / Invert 25.10 / PaCt Proposed Proposed 4' 27'-� i ry i -0'-i < 4' BEDROOMS: 4 GARBAGE GRINDER: No REQUIRED CAPACITY- 440 GPD EXISTING SEPTIC TANK: 1000 GAL. EFFECTIVE LEACHING AREA: 600 SF 5.0 SF/LF X 7.5'/UNIT=37.5 S.F/UNIT 16 UNITS X 37.5 SF/UNIT=600 SF DESIGN CAPACITY: 444 GPD [(600 SF) X .74 GPD/SF] INSPECTION OF SOILS BY HEALTH AGENT, OR R.J. CADILLAC; IS RECOMMENDED PRIOR TO PLACING CONTACTOR 100'S DUE TO C2 LAYER. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. i - u HEALTH AGENT APPROVAL DATE 02 layer Bottom 1 Water El. in Swamp=13.55 LEACH AREA USE 16 CULTEC RECHARGER 100'S SET IN 4 ROWS 6" APART, AS SHOWN, IN CLEAN SAND, FOR A A 31' LONG BY 13'-6" WIDE BED. SEE MODIFIED CERTIFICATION FOR GENERAL USE DATED 7/24/06. REMOVE EXISTING PIT AND ANY CLOGGED STONE AND SOIL WITHIN 5' OF LEACHING. SITE PLAN FOR NANCY F. MESMER LOT 349 9 GREEN WAY, SOUTH YARMOUTH, MA. AUGUST 7, 2006 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2006 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1