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HomeMy WebLinkAboutDecision 4241 - Wall and Removal Details (Revised)WALL & REMOVAL DETAILS SCALE: 1"=20' ADJACENT GRADE VARIES --MAX. WALL HEIGHT=18" WALL 1' OFF PROPERTY LINE SYSTEM B --UNIT 23 Exist. Slab=7.4 12.0 Min. S=1 /8"/ft+ Proposed Invert 7.80 1500 Gal. Septic Tank Proposed Use Gas Baffle Bottom 3.3 Proposed Proposed 6" Stone or comp ca l r --20----I /8"/ft 1_/f DESIGN DATA 7.50 Invert 7.25 �— 2 1 1- 1-8' m m 7.0 5' Level Bottom C-4 Units 0.6' } 1.96=High Monitoring Well 1 reading 2/09/09 (Full Moon) TH1--Observed Water=11.4 \�+ 13�17stepped"Y ry BEDROOMS: 2 V.POwith Ownwer \ GARBAGE GRINDER: No LEACH AREA �V\ REQUIRED CAPACITY: 220 GPD USE 2 C-4 UNITS WITH 4' OF STONE ALL AROUND SEPTIC TANK: 1500 GAL. FOR A 24' X 12' X 3" DEEP LEACH AREA, MINUS �Q P BOTTOM LEACHING AREA: 287.3 SF A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR- [(24' X 12')] - 1'/2 X 1.42 ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN Top WallMay\Gj� 4j f y SIDE LEACHING AREA: 17.8 SF HUMPS. CAPE END. BRING STONE TO TOP OF C-4 Up Near House �-�- I [(71.3' PERIMETER) x 0.25] UNITS AND COVER WITH FILTER CLOTH. Talk ear Ownwer O Masonry \\ DESIGN CAPACITY: 225 GPD 2' MIN. REMOVAL WITH BARRIER 2� Show ^&"t �`�C` [(287.3 SF + 17.8 sf) X .74 GPD/SF] shown a � DO ALL AROUND AND UNDER REMOVAL DOWN 37't O2• w TO LOAMY SAND, AS SHOWN. o -40'PO 0 V-6" UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.1 PROPOSED WALL 11' OFF PROPERTY UNE 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 UNILOCK CONCORD OR ROMAN WALL PER MANUFACTURER SET EACH BLOCK BACK 3/4" TOWARDS RETAINED SOIL FOR AN UNBALANCED SOIL HEIGHT UP TO 4 FEET., GROUND VARIES FROM 5.7 TO 7.3 USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COPING -"Y/f 8" X 6" 14" _ -INTERLOCKING N BLOCKS �! ( / IMPERVIOUS BARRIER 40 MIL x TITLE 5 SAND COMPACTED GRANDULAR BASE/ 22" WIDE & 8" DEEP 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 R `, 'JED AP 2009 SITE PLAN FOR JAMES G. MORRISON LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA NOVEMBER 28, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 PAGE 2 OF 2 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 7.71® Filter 8.55 min. /8"/ft 1_/f Cloth =1/8/ft / \� S=1/8 /ft 7.50 Invert 7.25 �— 2 1 1- 1-8' m m 7.0 5' Level Bottom C-4 Units 0.6' } 1.96=High Monitoring Well 1 reading 2/09/09 (Full Moon) TH1--Observed Water=11.4 \�+ 13�17stepped"Y ry BEDROOMS: 2 V.POwith Ownwer \ GARBAGE GRINDER: No LEACH AREA �V\ REQUIRED CAPACITY: 220 GPD USE 2 C-4 UNITS WITH 4' OF STONE ALL AROUND SEPTIC TANK: 1500 GAL. FOR A 24' X 12' X 3" DEEP LEACH AREA, MINUS �Q P BOTTOM LEACHING AREA: 287.3 SF A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR- [(24' X 12')] - 1'/2 X 1.42 ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN Top WallMay\Gj� 4j f y SIDE LEACHING AREA: 17.8 SF HUMPS. CAPE END. BRING STONE TO TOP OF C-4 Up Near House �-�- I [(71.3' PERIMETER) x 0.25] UNITS AND COVER WITH FILTER CLOTH. Talk ear Ownwer O Masonry \\ DESIGN CAPACITY: 225 GPD 2' MIN. REMOVAL WITH BARRIER 2� Show ^&"t �`�C` [(287.3 SF + 17.8 sf) X .74 GPD/SF] shown a � DO ALL AROUND AND UNDER REMOVAL DOWN 37't O2• w TO LOAMY SAND, AS SHOWN. o -40'PO 0 V-6" UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.1 PROPOSED WALL 11' OFF PROPERTY UNE 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 UNILOCK CONCORD OR ROMAN WALL PER MANUFACTURER SET EACH BLOCK BACK 3/4" TOWARDS RETAINED SOIL FOR AN UNBALANCED SOIL HEIGHT UP TO 4 FEET., GROUND VARIES FROM 5.7 TO 7.3 USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COPING -"Y/f 8" X 6" 14" _ -INTERLOCKING N BLOCKS �! ( / IMPERVIOUS BARRIER 40 MIL x TITLE 5 SAND COMPACTED GRANDULAR BASE/ 22" WIDE & 8" DEEP 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 R `, 'JED AP 2009 SITE PLAN FOR JAMES G. MORRISON LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA NOVEMBER 28, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 PAGE 2 OF 2