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OVERBURDEN 1 \
<br />DEWATERING GAP
<br />(UNCONTROLLED FILL)
<br />.- COMPACTED CLAY LINER
<br />AVERAGE WATER LEVEL - 4846ft
<br />i I iii -1I :i: 1i: wN
<br />' 1 I -11 I III 11 a z _`
<br />GRAVEL o ' II -III II III -III III -III=
<br />. I I I I - I I I I I I I I I - I I I I I I - I I I 1 1 1 -
<br />III�II -II1_1 1II III -III III II���I
<br />1I1-1I1 111��1 =III Il�ll 111��1 =III III
<br />_III III III -II �I
<br />- - -- - -III KEYWAY -I -4 ft OR REFUSAL - - -
<br />-III I11 III -11I 111 . 11
<br />12 ft r
<br />TYPICAL CROSS SECTION
<br />SCALE: 1 " =20'
<br />LEGEND
<br />--------- EXISTING MAJOR CONTOUR (10FT)
<br />--------- EXISTING MINOR CONTOUR (2FT)
<br />-- ___. -- EXISTING BODY OF WATER
<br />-- - : EXISTING GRAVEL ROAD
<br />EXISTING ASPHALT ROAD
<br />4 EXISTING UTILITY POLE
<br />-
<br />EXISTING FENCE
<br />- -u EXISTING BURIED WATER LINE
<br />-DH E - EXISTING OVERHEAD ELECTRIC LINE
<br />m EXISTING BUILDING
<br />- - - EXISTING PROPERTY / PERMIT BOUNDARY (146ac)
<br />....... PROPOSED LIMITS OF EXCAVATION (MINE PLAN)
<br />PROPOSED MAJOR CONTOURS (10FT)
<br />- PROPOSED MfNOR CONTOURS (2FT)
<br />w W � w TOPSOIL REPLACEMENT / RESEEDING AREA (37 ACRES)
<br />REVISIONS
<br />REV DESCRIPTION
<br />0' 150' 300' 375' 450'
<br />SCALE: 1" = 150'
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