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<br /> RECLAMATION.THEY WILL BE CONSTRUCTED IN PHASES ADJACENT TO AREAS WITHIN THE PIT AREA OPENED UP TO / , �' f -\ ' S I
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<br /> PERIMETER/DIVERSION DITCHES co z
<br /> `\ `� r ,,.f r` rl w Q CL
<br /> SEDIMENT AND RUNOFF CONTROL MEASURES FOR THE SOIL STOCKPILES ARE ADDRESSED IN ILLUSTRATION 44. =�Q\ `, 1 i / --° / i r l/ ,I
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<br /> Q GEOTECHNICAL STABILITY ANALYSIS DEMONSTRATES ADEQUATE STABILITY WITH 3HAV SLOPES ILLUSTRATION 42C ` ''" } '" `. f 1 ! ► r/ r-' <' ./ j `' t // i-1`
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<br /> "--- /-"' t' �- 44 ACR -F r i ~\ _-'' f' I •- -rr' f f` f' I PILE DESIGN MINOR CONTOURS(5' INTERVAL)
<br /> I i; °\,1� \�-\\ `� ANNUAL WEEDS, PRIMARILY CHEATGRASS, AND PERENNIAL VEGETATION TO THESE GROWTH MEDIUM. -r,i' ' / .-- ,-r / --- r )
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<br /> f , �'' E,*�.,,f s __ t TOTAL VOLUME OF REFUSE IS APPROXIMATELY 14190 396 YD3 OR 8,796 ACRE-FT f \t h r f rl! _r I r f r EXISTING GROUND MAJOR CONTOURS(25 INTERVAL} •�•�� of
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<br /> ° f♦ �/ CROSS SECTION A
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<br /> TERRACE DITCH TRANSITION RIP RAP
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<br /> t t r\ / r / / 16 7 7 5 11 TO PLACEMENT USE
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<br /> TERRACE 25 15 20 14 30
<br /> EDGE
<br /> 26 12 14 9 21
<br /> 27 14 17 11 25
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<br /> CROSS SECTION B z
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