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o� <br />0 <br />V� <br />"C <br />w� <br />J� <br />m� <br />NORTH LAKE <br />EARTH <br />WATER LEVEL EMBANKMENT /DIKE <br />d <br />3•,1 <br />SHALE <br />BEDROCK <br />COMPACTED <br />RANDOM <br />BACKFILL <br />MIDDLE LAKE <br />EXISTING GRADE <br />z.. <br />0 200 400 600 800 1000 <br />SCALE IN LEEI <br />LLI I-L L I LLl111 1 ' <br />` / <br />5' MIN. \ / \ \/ <br />OPTIONAL COMPACTED <br />CLAY SHALE CORE / <br />10' MIN. <br />-•`7. — . <br />-- r <br />TYPICAL SECTION — RECLAMATION DIKE <br />0 10 20 <br />SCMF IN - FEEF (44 � <br />/ <br />E <br />SHALLOW <br />AREA <br />/ I 1 <br />APPROXIMATE <br />SHALLOW WATER ELEVATION <br />• r <br />4963 FT. <br />AREA <br />WELL <br />SHALLOW AREA <br />v"\ _ DEPRESSION <br />WATER LEVEL��� <br />O <br />GAS 3. r <br />LINE <br />SECTION A —A' 2 1 <br />TYPICAL DIKE ON GASLINE <br />WITH ACCESS ROAD <br />NOT TO SCALE <br />VARIES I' <br />DOWNHILL UPHILL <br />SIDE SIDE / <br />COMPACTED !I I <br />—9'— 15' 4' 9'— 15' <br />SECTION C —C' <br />TYPICAL RELOCATED McCANN DITCH <br />NOT TO SCALE <br />I <br />00, <br />000000 , G� 6� <br />SHALLOW <br />-.,-�-AR EA <br />SHALLOW <br />'AREA <br />10 <br />APPROXIMATE <br />WATER ELEVATION <br />4970 FT. <br />i. <br />OVERFLOW A OVERFLOW <br />PIPES PIPES <br />LEGEND: <br />- - OPTIONAL SLURRY WALL <br />EXISTING AND RELOCATED WATERWAYS <br />• • • • • • • • • • • • • • EXISTING WATERWAYS TO BE RELOCATED <br />/ APPROXIMATE ORIGINAL GROUND SURFACE <br />CONTOURS (FT., MSL) <br />APPROXIMATE RECLAMATION PLAN CONTOURS <br />C) FUTURE TREE OR SHRUB CLUSTER <br />Z <br />Z <br />�I <br />GRAVEL ACCESS ROAD <br />TO SOUTH PLATTE RIVER <br />I <br />�. C7 <br />I / <br />1 / <br />tl � 11 <br />/ j <br />McCANN / <br />DITCH <br />SHALLOW AREA <br />B <br />oil / %� ;� i PROPERTY <br />LINE <br />OVERFLOW <br />PIPES / / / / FORMER <br />GRADE <br />WATER LEVEL <br />10' MIN. <br />SECTION B —B' <br />X TYPI A <br />• / C L SHORELINE <br />NOT TO SCALE <br />m / <br />•/ <br />I <br />WELh <br />I I I <br />I ( I I <br />CR P I I <br />I• P , I I <br />/ I <br />APPROXIMATE \\\ <br />WATER ELEVATION <br />4973 FT. <br />o 0100 �.. <br />m m s Q 91—u, � <br />n \ <br />m D of oz <br />N <br />3 IF FQ <br />x § x ' <br />x E o �'� - a#a <br />0 oa O <br />\440 0 X <br />��(oao c) = <br />O ; 0 3' <br />cr Fs O _ <br />n a , \ <br />rn <br />m <br />rn <br />/ <br />� o \ <br />CD D V) O -' F I Z <br />2 A <br />CD in <br />cn <br />�^7N"7N m� i G) <br />F ' 1 <br />D -*i ,,'' <br />NOTES: <br />> 1. SEE EXHIBIT E — RECLAMATION PLAN NARRATIVE (CHAPTER VI.) <br />O _ ;^tl FOR A MORE DETAILED DESCRITION OF RECLAMATION TECHNIQUES <br />R Q AND SEQUENCING. <br />QZ '' 2. OPTIONAL SLURRY WALL MAY BE INSTALLED TO MITIGATE <br />o DEWATERING COSTS OR IMPACTS ON ADJACENT PROPERTIES, TO <br />r p PROVIDE SEALED WATER STORAGE RESERVIORS VERSUS OPEN <br />° LAKES FOR FINAL RECLAMATION, OR BOTH. <br />m D � o < 3. REVEGETATION SHOWN IS SCHEMATIC ONLY. <br />cn Z ' — '' 4. RECLAMATION PLAN DESIGN AS PRESENTED IN ORIGINAL, <br />0 APPROVED RECLAMATION PLAN MAP DATED 3 -15 -87 BY <br />m <br />Ole. TUTTLE APPLEGATE RINDAHL, INC. <br />5. TOPOGRAPHIC CONTOURS SHOWN ARE SIMPLIFIED IN THE VICINITY <br />o °_ " OF THIRD CREEK AT THE WEST SIDE OF THE FORMER PLANT <br />AREA BY SHOWING RECLAMATION CONTOURS ONLY FOR CLARITY. <br />I <br />/ A I <br />• C <br />C' / / RECLAIMED SLOPE <br />AT 3:1 (H:V) <br />G <br />ORIGINAL GROUND <br />25' MIN. SURFACE <br />SETBACK i I <br />RECLAIMED SLOPE AT 2' MIN. <br />SAND OVERBURDEN <br />2:1 (H:V) BELOW 10' AND GRAVEL <br />BELOW MAX. POOL EL. OPTIONAL <br />SLURRY WALL <br />CLAY SHALE <br />BEDROCK \� <br />3' MIN. <br />BACKFILL. OR OPTIONAL <br />CLAY SHALE EMBANKMENT TEMPORARY EXCAVATION <br />SLOPE AT 1:1 (H:V) <br />TYPICAL SECTION — RECLAIMED PIT SLOPES <br />0 10 20 <br />SCALE IN FEET <br />