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�i <br /> I�II <br /> 5'BERM,WITH NERIUM AS SCREEN` �i <br /> _ SEEDED SIDE SLOPES \RIW KOSTER ROAD <br /> BENCH DRAINS 696 �3 <br /> .; ! <br /> a <br /> RECLAIMED FLOOR DRAINAGE DITCH <br /> EXCAVATION PROFILE 10.75:1 AVE.) <br /> BENCH DRAINAGE PIPE <br /> €� SECTION C-C <br /> I <br /> SLOPE DRAINAGEF" <br /> I <br /> 1 e R1W <br /> 300 <br /> 5'BERM,WITH NERIUM AS SCREEN <br /> 260 1.712:1 SIDE SLOPE WTFH 20'WIDE BENCHES EVERY 40'VERKOSTER ROAD <br /> TICAL 'I <br /> 200 <br /> 16O I' <br /> ACCESS ROAD <br /> 100 <br /> 50 <br /> is 0 SLOPE RECLAMATION SOIL <br /> R <br /> SECTION A-A <br /> FL <br /> 3DO25'SETBACK QUARRY FLOOR RECLAMATION SOIL DEPTH,4'•S' I� <br /> 260 <br /> 200 RECLAIMED FLOOR @ 90' <br /> 760 <br /> 700 <br /> 60 - - - - T - - - - - - - <br /> f '' WATER TABLE @ 75' ;I <br /> SECTION B-B <br /> RECLAMATION CROSS SECTIONS <br /> R <br /> ' ( MW <br /> TOP SOIL VARIES I'-S'1N DEPTH <br /> 300 SECURITY FENCE <br /> . _ 25p KOSTER ROAD <br /> 200 <br /> I so <br /> i 700 <br /> o — — — <br /> *E R SECTION A-A <br /> R <br /> 300 25 SETBACK RECYCLED WATER PONSO, D <br /> 20D `=_Z 3 -,,r=_„p„ PHASE 17V 1 EXCAVATION HAUL ROA��l <br /> 160 .>. .., k'iB,.a PE4100 `.: " �I <br /> so <br /> 11 O <br /> [� WATER TABLE 0 76' SECTION B-B EXCAVATION FLOOR 86'.� <br /> Fr, <br /> i f EXCAVATION CROSS SECTIONS <br /> 6 i <br /> i <br /> Not to Scale Source: DSS Engineering Contractors <br /> l; and EDAW, Inc. <br /> I <br /> '. Figure 3-6 Plan Sections - Proposed Project- <br /> Draft Environmental Impact Report <br /> PER-96-3 ii <br /> 3 <br /> �I <br />