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HomeMy WebLinkAbout83-1857 - Site Plan008WALL & REMOVAL DETAILS SCALE: 1"=20' OJe� D'S Q�Oe �O Top wall May '\ ( Be Stp Ne�rpHouse Talk with awnwer �� \O Masonry - Shnow not Show 0 2' Z P� UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.4 ADJACENT GRADE VARIES MAX. WALL HEIGHT=2' \\ X Exist. WALL 1' OFF PROPERTY LINE SYSTEM B --UNIT 12.0 Min. /ft+ H-10 Invert 7.80 1500 Proposed Septic Bottom 3.3 Proposed 6" Stone or cor"r DESIGN DAT / BEDROOMS: \(v-' GARBAGE GRINDER: may\ REQUIRED CAPACITY: P SEPTIC TANK: BOTTOM LEACHING AREA: [(24' X 12')] — 1'/2 X 1 SIDE LEACHING AREA: [(71.3' PERIMETER) x 0.2 DESIGN CAPACITY: [(287.3 SF + 17.8 sf) X WALL MAY BE MADE HIGHER HERE ADJACENT TO SEPTIC TANK IF DESIRED. / I UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.4 PROPOSED WALL 1' OFF PROPERTY LINE ADJACENT GRADE VARIES MAX. WALL HEIGHT=2'-8" WALL SECTION A -A AT MAXIMUM HEIGHT SCALE: 1"=2' PROPOSED TOP WALL=8.4 NEAR LEACHING AND TANKS COPING ' 8" X 6" 14" UNILOCK CONCORD OR ROMAN WALL INTERLOCKING BLOCKS PER MANUFACTURER SET EACH BLOCK BACK I / IMPERVIOUS BARRIER 3/4" TOWARDS RETAINED SOIL FOR AN 40 MIL UNBALANCED SOIL HEIGHT UP TO 4 FEET .-------` x GROUND VARIES FROM 5.7 TO 7.3 11 I I V TITLE 5 USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP REV. 5/01 /09 --MONITORING WELL GRAPH, WALL HEIGHTS REV. 2/24/09 --REVISE TOP FOUND., SEPTIC, WALLS, MONITOR WELL, BENCHMARKS. REV. 9/02/08 --NO CHANGES ON THIS SHEET REV. 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER REV. 5/30/08 --WALL CROSS SECTION REV. 5/29/08--C-4 UNITS REV. 5/23/08 --PRESBY SYSTEM HEALTH AGENT APPROVAL DATE LOT 106, a 2 No LEACH AREA 220 GPD USE 2 C-4 UNITS WITH 4' OF STONE ALL ARO! 1500 GAL. FOR A 24' X 12' X 3" DEEP LEACH AREA, MIN] 287.3 SF A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFO •42 ATED PIPE DOWN CENTER OF C-4 UNITS BETWI 17.8 SF HUMPS. CAPE END. BRING STONE TO TOP OF 5] UNITS AND COVER WITH FILTER CLOTH. 225 GPD .74 GPD/SF] 2' MIN. REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN TO LOAMY SAND, AS SHOWN. SITE PLAN FOR JAMES G. MORRISON 23 & 25 NEW HAMPSHIRE AVE, W. YARMOI NOVEMBER 28, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. SIONAL LAND SURVEYOR & REGISTERED SANITARD P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAC ©2008 BY q.J. CADILLAC 2 CULTEC C-4 UNITS Invert 7.55 24' X 12' X 3" DEEP SAND BEDS Use Gas Baffle (See Detail) Proposed Invert 7.33 Use 10" Min. Cover Proposed Over Leaching 7.710 Filter 8.55 min. S=1/8"/ft Cloth _ S=1/8"/ft /� Invert 7.50 Invert 7.257'0 5' Proposed Proposed I C 4 Unitsom �-- 2 I I �' 1 8' EI. 2.0 m1.96=High Monitoring Well 0.6 m reading 2/09/09 (Full Moon) TH1--Observed Water=1.4 2 No LEACH AREA 220 GPD USE 2 C-4 UNITS WITH 4' OF STONE ALL ARO! 1500 GAL. FOR A 24' X 12' X 3" DEEP LEACH AREA, MIN] 287.3 SF A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFO •42 ATED PIPE DOWN CENTER OF C-4 UNITS BETWI 17.8 SF HUMPS. CAPE END. BRING STONE TO TOP OF 5] UNITS AND COVER WITH FILTER CLOTH. 225 GPD .74 GPD/SF] 2' MIN. REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN TO LOAMY SAND, AS SHOWN. SITE PLAN FOR JAMES G. MORRISON 23 & 25 NEW HAMPSHIRE AVE, W. YARMOI NOVEMBER 28, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. SIONAL LAND SURVEYOR & REGISTERED SANITARD P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAC ©2008 BY q.J. CADILLAC