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HomeMy WebLinkAbout4073 9 Green Way Site Plan 08.07.2006ALWAYS DIG SAFE PRIOR _TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 0) d- c� 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) n- 310 CMR 15.415 (2). 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. JOB NO. Y-06-17 NOTES MESMER.dwg �I-POND DR. 1. LOCUS IS A.M. 90, PARCEL 59. 2. ELEVATIONS SHOWN ARE. ASSIGNED. m 3. LOCUS IS IN FLOOD . ZONE C ON FIRM DATED JUNE 17, 1986. z o 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) ::E0 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. > v 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. P NOT T 9 DEPTH OF TO NG (TANK, UST BEPRODED. SCALEO TO 6EXCEED BELOW3GRADE� GRADE--2 ON D- BOX, 1 ON LEACHING COVERS: BUILD UONENTS P COVERST �\G�� 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO T/2" PEA STONE ON TOP. LOCATION MAP 11 IF UNSUITABLE SOILS OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND APPROX. LOCATION N CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. N/F FROM ENGINEERING 7.85 12.- IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 DONOVAN ASBUILT � � ' 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 [E7.61 BENCH MARK --TOP CONC. SLAB x 2Z ® HOUSE CORNER=29.57 ASSIGNED LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT DEPTH (inches) ELEV.(feet) �8?2 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 /� 2 3.3�i x 25.7 x 28 REDUCE GRADE SLIGHTLY OVER TEST HOLE DATE: July 31, 2006 18" DPP;; 28.33 UPHILL SIDE OF LEACHING TO 28.0 lZ PERFORMED BY: Ron Cadillac, Soil Evaluator 0%' NAP 7 ' p e WITNESSED BY: Philip Renaud, Inspector 24 KEEP COVER AT 3 MAX. >,/inch (C layer) p PERC RATE: <2, -00 29.03f SOIL SURVEY(1993): Carver coarse sand » 22 28 0 \28,31p O Top Exist. Foundation GEOLOGIC :MAP(1986): Harwich outwash plain deposits 45 19.4.12 28.2 O�� i Invert 25.70 16 CONTACTOR 100'S a i \ BENCH MARK -TOP MAG. NAIL SET 1n Bed Configuration QR i Existing 9 @ EDGE DRIVE= 30.00 ASSIGNED ...�•::•' '•:. � Use Gas Baffle 96" x 20,6 i ( Invert 25.14 1:... I 0,5 29.04 25.64 _ _ __ Proposed i 8 7 \ Existing S=1 /8"/ft-1- Use Filter Cloth 120' Inspection \ �� I I 28, \ I 1000 Gal. S=1/8"/ft min O ':_. Invert 26.16 \ ;i;'" p� % ) J28 9 \ Existing j Septic Tank Port V 8.9 a \ L-------------------- 6" 180" Fill E layer 1Oyr 5 2 loamy sand B layer 7.5yr 5/8 loamy sand C1 layer 10yr 6/6 med. coarse -sand C2 _ laiy a5y 61sty lom--� C3 layer 2.5y 7/2 fine sand 28.9 25.15 20.9 108" 19.9 18.9 132"17.9 \ �O 21� O� ,, o� no water 13.9 p /�` \ �� 6 . '� 8. 7 o aor \ H4.7\24.6 �, Invert . 25.31 Invert 25.10��, \ a y 29,70 6 Stone or Com act Pro osed Bottom N 00 P i P Proposed 4 I �\20.9Q co� � 5 \ i i � C_Y r \ 2\ O20.0 N 30.00 4' Bottom TH1=13.9 N /F �� \ \ _19 BUCHELT -13 \ / 80' `��� -7 a3 DESIGN DATA Water El. in Swamp=13.55 00 3 \ / 20.8 \\� \ ' ao= _ LEACH -AREA- - ----- ----= - -- -- / GARBAGE GRINDER: No USE 16 CUL RECHARGER 100'S SET IN 4 ROWS I REQUIRED CAPACITY: 440 GPD 6" APART, AS, SHOWN, IN CLEAN SAND, FOR A + 13.55 �, �' \\ / LOT T 3 z2 5 0- \�,0 EXISTING SEPTIC TANK: 1000 GAL. A 31' LONG B� 13'-6" . WIDE BED. SEE MODIFIED p �o \ l �7' 0 8.3 \ CERTIFICATION FOR GENERAL USE DATED 7/24/06. �60)15,01 0± S. x 22. k 30.86 EFFECTIVE LEACHING AREA: 600 SF o= / • 20.56 �, x �6 8 F� 5.0 SF/LF X 7.5 /UNIT=37.5 S.F/UNIT N - REMOVE EXISTING PIT AND ANY CLOGGED STONE AND "If " '6 -0- x 30.5 16 UNITS X 37.5 SF/UNIT=600 SF , �j x 5,6 8 6 TH 1 DESIGN CAPACITY. 444 GPD SOIL WITHIN 5 OF LEACHING. � 153� x ' �:\ \ x 23.5 x 21,6 -, 3 011 [(600 SF) X .74 GPD/SF] \\ x 22.9 x 24.6 BRDM DEN \ �g 30.8 \ 0• enni KITCHEN I LIVNGRM \ 1�.53 q0 BRDM \ x 22,6 enni r1 _ x 21.5 \ FIRST FLOOR \ STUDIO \ WORK SHOP LaTORAG BRDM N /F Y OaD VIGNEAU WALKOUT BASEMENT NOT TO SCALE LEGEND TH 1 TEST HOLE LOCATION, NUMBER W APPROX. WATER LINE FROM ASBUILT E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 .x g .7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR 8--- PROPOSED CONTOUR Rj UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN 0 TREE (IF SHOWN, NOT ALL SHOWN) N /F D. SWANSON TRS. x 30.7 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. Vw 1 HEALTH AGENT APPROVAL DATE SITE .PLAN FOR NANCY F. MESMER LOT 341, 9 GREEN WAY, SOUTH YARM.OUTH, 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 (508) 775-9700 ©2006 BY R.J. CADILLAC PAGE 1 OF 1