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83-1857 - Site Plan0045/, WALL & REMOVAL DETAILS SCALE: 1"=20' Top Wall May So Stepped p Near House alk with 6enwer 2' Q�Oe �O �4L\` \O Masora . Walk9 nkat Shown UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.4 ADJACENT GRADE VARIES MAX. WALL HEIGHT=2' WALL MAY BE MADE HIGHER HERE ADJACENT TO SEPTIC TANK IF DESIRED. / 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=8.8 MIN. 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 COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP COPING WALL 1' OFF PROPERTY LINE 8" X 6" 14" F fdAS INTERLOCKING BLOCKS Ma 'S Ei Cpr�ILLA A'a t D o eq �o o= OfSTE�� "119q/VDSU R\J ? 123/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE `°IrAatP 5%1/09 --MONITORING WELL GRAPH, WALL HEIGHTS 2/24/09 --REVISE TOP FOUND., SEPTIC, WALLS, MONITOR WELL, BENCHMARKS. 3/02/08 --NO CHANGES ON THIS SHEET 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS 3/18/08--2 SEPTIC SYSTEMS & NEW OWNER 5/30/08 --WALL CROSS SECTION 5/29/08--C-4 UNITS 5/23/08 --PRESBY SYSTEM l-- `! IMPERVIOUS BARRIER � 40 MIL o x TITLE 5 SAND HEALTH 'AGENT SYSTEM B --UNIT Exist. APPROVAL DATE "/ft+ Bottom 3.3 6" Stone or i 18-5 i 3 DESIGN DATA BEDROOMS: GARBAGE GRINDER: REQUIRED CAPACITY: SEPTIC TANK: BOTTOM LEACHING AREA: [(24' X 12')] — 1'/2 X .42 SIDE LEACHING AREA: 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 7.77® Filter 8.55 min. S=1 /8"/ft Cloth _ S=1 /8"/ft �� T nvert 7.50 7•D Invert 7.25 I Proposed proposed i 5 Level 41 Bottom t— 2' —a I N I--8' --I I. 2.0 I I I m I 1.96=High Monitoring Well � 0.6' y reading 2/09/09 (Full Moon) THt--Observed Water=1 [(71.3' PERIMETER) x 0. 5] LEACH AREA USE 2 C-4 UNITS WITH 4' OF STONE ALL AROUND FORA 24' X 12' X 3" DEEP LEACH AREA, MINUS A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR— ATED PIPE DOWN CENTER OF C-4 UNIT'S BETWEEN HUMPS. CAPE END. BRING STONE TO TOP a� fir: UNILOCK CONCORD OR ROMAN WALL PROPOSED TOP WALL=8.4 ADJACENT GRADE VARIES MAX. WALL HEIGHT=2' WALL MAY BE MADE HIGHER HERE ADJACENT TO SEPTIC TANK IF DESIRED. / 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=8.8 MIN. 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 COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP COPING WALL 1' OFF PROPERTY LINE 8" X 6" 14" F fdAS INTERLOCKING BLOCKS Ma 'S Ei Cpr�ILLA A'a t D o eq �o o= OfSTE�� "119q/VDSU R\J ? 123/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE `°IrAatP 5%1/09 --MONITORING WELL GRAPH, WALL HEIGHTS 2/24/09 --REVISE TOP FOUND., SEPTIC, WALLS, MONITOR WELL, BENCHMARKS. 3/02/08 --NO CHANGES ON THIS SHEET 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS 3/18/08--2 SEPTIC SYSTEMS & NEW OWNER 5/30/08 --WALL CROSS SECTION 5/29/08--C-4 UNITS 5/23/08 --PRESBY SYSTEM l-- `! IMPERVIOUS BARRIER � 40 MIL o x TITLE 5 SAND HEALTH 'AGENT SYSTEM B --UNIT Exist. APPROVAL DATE "/ft+ Bottom 3.3 6" Stone or i 18-5 i 3 DESIGN DATA BEDROOMS: GARBAGE GRINDER: REQUIRED CAPACITY: SEPTIC TANK: BOTTOM LEACHING AREA: [(24' X 12')] — 1'/2 X .42 SIDE LEACHING AREA: 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 7.77® Filter 8.55 min. S=1 /8"/ft Cloth _ S=1 /8"/ft �� T nvert 7.50 7•D Invert 7.25 I Proposed proposed i 5 Level 41 Bottom t— 2' —a I N I--8' --I I. 2.0 I I I m I 1.96=High Monitoring Well � 0.6' y reading 2/09/09 (Full Moon) THt--Observed Water=1 [(71.3' PERIMETER) x 0. 5] LEACH AREA USE 2 C-4 UNITS WITH 4' OF STONE ALL AROUND FORA 24' X 12' X 3" DEEP LEACH AREA, MINUS A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR— ATED PIPE DOWN CENTER OF C-4 UNIT'S BETWEEN HUMPS. CAPE END. BRING STONE TO TOP 2 No 220 GPD 1500 GAL. 287.3 SF 17.8 SF DESIGN CAPACITY: 225 GPD [(287.3 SF + 17.8 sf) .74 GPD/SF] OF C-4 UNITS AND COVER WITH FILTER CLOTH. 2' MIN. REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN 37"t TO LOAMY SAND, AS SHOWN. 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. PRO ESSIONAL LAND SURVEYOR &REGISTERED SANITARIAN P.O. BOX 25$ WEST YARMOUTH, MA 02673 ©loos BY I.J. CADILLAC (508) 775-970 0 PAGE 2 OF 2 .4 2 No 220 GPD 1500 GAL. 287.3 SF 17.8 SF DESIGN CAPACITY: 225 GPD [(287.3 SF + 17.8 sf) .74 GPD/SF] OF C-4 UNITS AND COVER WITH FILTER CLOTH. 2' MIN. REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN 37"t TO LOAMY SAND, AS SHOWN. 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. PRO ESSIONAL LAND SURVEYOR &REGISTERED SANITARIAN P.O. BOX 25$ WEST YARMOUTH, MA 02673 ©loos BY I.J. CADILLAC (508) 775-970 0 PAGE 2 OF 2