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<br />3 <br />0 <br />N <br />N <br />N y <br />I <br />0 <br />a <br />a <br />U <br />a <br />U <br />e <br />W <br />Q <br />4600 <br />4580 <br />I 4560 <br />z <br />Q 4540 <br />4520 <br />w <br />4500 <br />2 <br />2 <br />1 $ 1(~ <br />15' <br />TYPICAL. SECTION <br />DIVERSION DITCH <br />0 5 10 20 30 <br />SCALE IN FEET <br />NOTE: <br />OIL-BENTONITE~ <br />CUTOFF WALL APPROX BEDROCK <br />3' T0~ 5' SURFACE <br />TYPICAL SECTION o 25 50 100 150 <br />DAM EMBANKMENT SCALE IN FEET <br />I <br />1. ASSUMED BEDROCK SURFACE BASED ON JUNE 2007 <br />KLEINFELDER TEST BORING RECORDS. LIMITED <br />SUBSURFACE INFORMATION IS AVAILABLE TO CONFIRM <br />'CONSULTANTS, INC: <br />PROPOSED SURFACE. `~'`'~ ~'"` <br />0 <br />- `~ LIMIT OF SITE <br />APPROX EXISTING ~ ~ ~ DISTURBANCE/ DAM CREST <br />GROUND SURFACE ~ ~ = PROPERTY BOUNDARY EL 4553.0 <br />50.0' BUFFER MAX NWS <br />(ENTIRE PERIMETER) EL 4548 <br />I- -- <br />RESERVOIR BOTTOM <br />f' f EL 4513.0 <br />PROPERTY <br />BOUNDARY <br /> <br />EARTH FILL <br />APPROX 100-YEAR <br />FLOOD STAGE (NOTE 3 <br />l-- LIMIT OF PIT ` SUBSURFACE <br />EXCAVATION INFORMATION <br />f NOT SHOWN <br />SECTION A <br />01 <br />0 300 600 1200 1800 0 30 60 120 180 <br />SCALE IN FEET SCALE IN FEET <br />HORIZONTAL VERTICAL <br />APPROX. EXISTING <br />GROUND SURFACE <br />-~- .. ~/ <br />SOIL-CEMENT <br />MAX NWS SLOPE PROTECTION <br />EL 4548.0 5.0' FREEBOARD <br />3 <br />i <br />LIMIT OF AIRKANSAS <br />RIVER MAINZ CHANNEL <br />4600 <br />4580 <br />4560 ' <br />- z <br />4540 <br />Q <br />4520 J <br />w <br />4500 <br /> <br />~ DAM EARTH FILL <br />DAM CREST <br />EL 4553.0 <br />15.0' ~ ~~ <br />3H:1 V <br />,~ (TYP) <br />PROPERTY <br />BOUNDARY <br />APPROX EXISTING <br />GROUND SURFACE <br />I <br />1 f 50 0' BUFFER <br />BLUE GRASS GRAVEL PIT <br />PROJECT N0.07107 <br />TYPICAL SECTIONS <br />June 2007 <br />Figure 2.2 <br />.~ . <br />