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HomeMy WebLinkAbout133.22 - Site Plan (Copy 4)ZONING DISTRICT: R40 REQUIRED YARDS: FRONT YARDS 30' SIDE YARDS 20' 3' DEEP IMPERVIOUS BARRIER --90 LF. OF 40 MIL POLYETHYLENE MILLER BREAKOUT") 508-697-3710. Ia"+0 a4" PROPOSED STONE RETAINING WALL TOP WALL -17.5 Tunb� \\ G+a"' N/F E.J. CRONIN N/F R.F. COOGAN IN ROADI =15.5 N/F DUFVA >S \ 2, O'N' W-4101 0190A N/F BENCH MARK --TOP N PAVEMENT= 10.620E MAG. NAIL M.S.ROCK� WELL wbtea G,.nN�l �-STONE RETAINING / / A �OpOSFO e LSl0 23.4 i7 �F N/F M.K. GLEASON BENCH MARK --TOP & CENTER OF CONIC. BOUND=17.31 NGVD29 �5,7 14. ALL CONSTRUC11ON TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TOP FOUNDATION PROPOSED 6.7' ABOVE ROAD TEST HOLE DATE: April 10 & 11, 2002 6" PERFORMED BY: R.W. Wilcox, Soil Evaluator 22.2 WITNESSED BY: Amy Von Hone & Bruce Murphy t. Prop. Top Found. PERC RATE: G17'/in. (Cl-THl), G7'/in. (C7-TH2) 25" SOIL SURVEY(1993): Carver loamy coarse sand U FOUNDATION GEOLOGIC MAP(1986): Cape Cod Bay lake deposits m 1 % DESIGN BY 1o.ai Invert 17.75 48"a OTHERS. �- Fria/ f- Calf Iron Invert 17.20. 23 `1 IL 1.7 • 10.62 / te67 . 9.9 f2,4 1056 � . I / ],z El. 14.7 r FLooD z=E c C 9.3 410FLO' Z A tEL 7.a 4.7 .39 ro 7e7 WETLANDS SALTMARSH o N/F a3 9 /56X Ar TOWN OF YARMOUTH / /6..9 *CRAWL SPACE NOTE: GRADE IN CRAWL SPACE I` TO BE AT EL 17.0, OR ABOVE TOP PEASTONE OF LEACHING nELD, WHICHEVER IS HIGHER. 8.6 6.e SCALED LOCATION OF FLOOD ZONE DIFFERS FROM BASE �/ ,.// FLOOD ELEVATION >° LQr1l� ` v( .6 FRESH MARSH v,1ojo0C( 5&010S \ 6.0 C` Crl?eIGIlGt Ge2r(/rvifa2 j I5.2 h yciran9eQs S j12e dri 110-a rIz attune LEGEND TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER -W- PROPOSED WATER SERVICE 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �,-6_` EXISTING CONTOUR -8-- PROPOSED CONTOUR 93 EXISTING DRAINAGE CATCH BASIN REV. 3/26/04 --HOUSE FOOTPRINT, SEPTIC TANK, BUYER'S NAME REV. 5/14/03 --RETAINING WALLS & GRADES CHANGED FOR OLD KINGS HIGHWAY S=3/8"/ft 9" min. cover Proposed S=3/16" Invert 17.45 1500 Gal Proposed LEACH FIELD 62 Invert 16.51 (34' x 19') 73" Proposed 16.9 16.8 =1/8"/ft7cp Peoe e / Tap Peaatme - - _ 6" 132' Invert 16.68 NOTES I Kel[A;dkg ICCh-d. or compact Proposed Proposed I Bottom r-- 10' �--34' iron -2' I EI. 11.8 SEPTIC TANK: 1. LOCUS IS A.M. 133, PARCEL 22. pp DESIGN DATA m Provided using SDW252 April 02 --Zane A ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM4. CLY1,:9[:I -�2. 3 dpiO SECTIONS OF PERFORATED PIPE SET 6' Observed Water- -10.8 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. SIDE LEACHING AREA: 0 SF PER FOOT. CAP ENDS. BED HAS 2' 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS OTED)[�r- , -a RLC OF STONE ON ENDS AND 3 1/2' STONE DESIGN CAPACITY: 5. MUNICIPAL WATER IS AVAILABLE LOTS WITHIN 100' ARE ON TOWN WATER. L-1 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 m D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. a 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE RTE 6A ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP 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 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 DEPTHinches DEPTH( inches) LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ELEV.(feet) �5,7 14. ALL CONSTRUC11ON TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TOP FOUNDATION PROPOSED 6.7' ABOVE ROAD TEST HOLE DATE: April 10 & 11, 2002 6" PERFORMED BY: R.W. Wilcox, Soil Evaluator 22.2 WITNESSED BY: Amy Von Hone & Bruce Murphy t. Prop. Top Found. PERC RATE: G17'/in. (Cl-THl), G7'/in. (C7-TH2) 25" SOIL SURVEY(1993): Carver loamy coarse sand U FOUNDATION GEOLOGIC MAP(1986): Cape Cod Bay lake deposits m 1 % DESIGN BY 1o.ai Invert 17.75 48"a OTHERS. �- Fria/ f- Calf Iron Invert 17.20. 23 `1 IL 1.7 • 10.62 / te67 . 9.9 f2,4 1056 � . I / ],z El. 14.7 r FLooD z=E c C 9.3 410FLO' Z A tEL 7.a 4.7 .39 ro 7e7 WETLANDS SALTMARSH o N/F a3 9 /56X Ar TOWN OF YARMOUTH / /6..9 *CRAWL SPACE NOTE: GRADE IN CRAWL SPACE I` TO BE AT EL 17.0, OR ABOVE TOP PEASTONE OF LEACHING nELD, WHICHEVER IS HIGHER. 8.6 6.e SCALED LOCATION OF FLOOD ZONE DIFFERS FROM BASE �/ ,.// FLOOD ELEVATION >° LQr1l� ` v( .6 FRESH MARSH v,1ojo0C( 5&010S \ 6.0 C` Crl?eIGIlGt Ge2r(/rvifa2 j I5.2 h yciran9eQs S j12e dri 110-a rIz attune LEGEND TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER -W- PROPOSED WATER SERVICE 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �,-6_` EXISTING CONTOUR -8-- PROPOSED CONTOUR 93 EXISTING DRAINAGE CATCH BASIN REV. 3/26/04 --HOUSE FOOTPRINT, SEPTIC TANK, BUYER'S NAME REV. 5/14/03 --RETAINING WALLS & GRADES CHANGED FOR OLD KINGS HIGHWAY S=3/8"/ft 9" min. cover Proposed S=3/16" Invert 17.45 1500 Gal Proposed LEACH FIELD 62 Invert 16.51 (34' x 19') 73" Proposed 16.9 16.8 =1/8"/ft7cp Peoe e / Tap Peaatme - - _ 6" 132' A layer 10yr 4/4 loamy sand B layer 10yr 6/8 loamy sand C1 layer 2.5y 7/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand 16.0 13.9 10.8 9.9 M TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 A layer 10yr 4/2 15.8 5" loamy sand B layer 10yr 6/6 loamy sand C1 layer 2.5y 6/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand BEDROOMS: Invert 16.68 Invert 16.45 / ' "•a 4 6" Stone or compact Proposed Proposed I Bottom r-- 10' �--34' iron -2' I EI. 11.8 SEPTIC TANK: 1500 GAL m 6 V of 1.9' USGS Adjustment DESIGN DATA m Provided using SDW252 April 02 --Zane A [(34' X 19')] SECTIONS OF PERFORATED PIPE SET 6' Observed Water- -10.8 A layer 10yr 4/4 loamy sand B layer 10yr 6/8 loamy sand C1 layer 2.5y 7/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand 16.0 13.9 10.8 9.9 M TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 A layer 10yr 4/2 15.8 5" loamy sand B layer 10yr 6/6 loamy sand C1 layer 2.5y 6/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand BEDROOMS: 3 GARBAGE GRINDER: _ . _ No _ -LEACH AREA - - _ 23' REQUIREQ CAPACITY: 330 GPD3 _ I P SEPTIC TANK: 1500 GAL USE A LONG BY 19' WIDE BY 6" 52'1 BOTTOM LEACHING AREA: 646 SF DEEP LEACH BED. USE 3--30' LONG [(34' X 19')] SECTIONS OF PERFORATED PIPE SET 6' 82' APART ON CENTER, PITCHED AT 1/16 - SIDE LEACHING AREA: 0 SF PER FOOT. CAP ENDS. BED HAS 2' 108" NONE OF STONE ON ENDS AND 3 1/2' STONE DESIGN CAPACITY: 342 GPD ON SIDES. [(646 SF) X .53 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE 5' REMOVAL DO 5' ALL AROUND AND UNDER REMOVAL 13r DOWN 2't TO LOAMY SAND/C1 LAYER. CALL HEALTH AGENT TO INSPECT REMOVAL HOLE, IMPERVIOUS BARRIER PROVIDE IMPERVIOUS BARRIER, AS SHOWN. SITE PLAN FOR MICHAEL ZONTINI LOT 249 40 ELLIS CIRCLE, YARMOUTHPORT, MA APRIL 3, 2003 SCALE: 1"=30" RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 13.9 M_