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\ J V <br />e �1\_ %.J <br />200' B IFFER \ <br />`< \ <br />PERMIT BOUNDARY 1 x' <br />- i 15' ACCE, <br />ROAD <br />� I <br />x'100' SETBACK — <br />IIx <br />f GATE <br />--- X --�-- = —✓ _ <br />7 WCR 23 z (60' ROW) I <br />W <br />Ir <br />X <br />4 <br />O <br />7 <br />I10 <br />— -- -- r-�--�� J�-----— — — — — — — ------ - <br />�\ r <br />I, CULVERT <br />PERMIT BOUNDARY77 <br />,, 11 \-\ /✓ m <br />1 \ 00OFFSET,/ / \� 1 �,` �` BURIED POWERLINE. <br />C <br />1�v//ill <br />l(� 100' SETBACK \\\\\\71 <br />I r \ 11 I~~ (FROM EDGE OF LAKE) I �\ 1\ <br />v \< <br />\ <br />� 1 i <br />- 15' ACCESS \ I \e 11\ <br />ROAD <br />r PERMIT BOUNDARY <br />is \ <. <br />. N <br />N \. <br />� N <br />D � <br />t� <br />0 <br />ED d. <br />m <br />150 0 150 300 450 <br />(IN FEET) U) <br />H <br />1 INCH = 150 FEET <br />PLICAT <br />RATE* <br />lbs PLS/acre <br />WESTERN WHEATGRASS <br />RCOLNIVED <br />BLUE GRAMA <br />IZ <br />SIDE -OATS GRAMA <br />1.0 <br />GREEN NEEDLEGRASS <br />1.5 <br />BIG BLUESTEM <br />1.7 <br />SWITCHGRASS <br />2.0 <br />O <br />AU :zo2j <br />*AFPLlUA' IS FOR DRILL SEEDING. It' <br />SEED IS TO BE BROADCAST, THE APPLICATION <br />RATE VML BE DOTTB ED <br />U) <br />LEGEND: <br />0 <br />w <br />e.vvin�n� IVI�1 <br />.o <br />> <br />PERMIT SAFMY <br />j <br />W <br />■ ■ <br />tY <br />ry <br />PARCEL LINE <br />>_ <br />z <br />Q <br />FENCE X <br />U <br />0 <br />SLURRY WALL <br />fQn <br />V <br />Q <br />0 <br />J <br />W <br />EXISTING ROAD —_ —_ — —_ —_ —_ <br />w <br />CY <br />_— <br />EXISTING MINOR CONTOUR ----4871 <br />p <br />-EXISTING MAJOR CONTOUR ----4870- <br />Q <br />PROPOSED MINOR CONTOURO7 <br />4871— <br />:2 <br />PROPOSED MAJOR CONTOUR 4870— <br />Q <br />NOTES- z <br />1. THE PROPOSED FINAL LAND USE FOR BAURER PIT IS DEVELOPED WATER <br />RESOURCES. <br />2. THE MINE CELL WILL BE SEALED TO CREATE A BELOW -GRADE WATER <br />STORAGE RESERVOIR. <br />3. THE RESERVOIR SHALL BE CONSTRUCTED TO MEET STATE ENGINEER'S � �m <br />OFFICE OPERATIONAL PERFORMANCE STANDARDS. -8 <br />o <br />4. IN PREPARATION FOR SLURRY WALL CONSTRUCTION, A COMBINATION 5'a <br />ROAD AND WORKING PAD WILL BE GRADED ALONG THE SLURRY WALL °Cq <br />ALIGNMENT. THE GRADING WALL PRODUCE A RELATIVELY FLAT, STABLE s N <br />SURFACE APPROXIMATELY 50 TO 100 FEET IN WIDTH. w 's <br />c4 <br />5_ SLURRY WALL CONSTRUCTION INCLUDES A 3 TO 5 -FOOT WIDE TRENCH o 0 a <br />D] d i0 <br />KEYED A MINIMUM OF 2 FEET INTO SHALE BEDROCK. �..�.. <br />6. SLURRY WALL SHALL BE CONSTRUCTED WITH BENTONITE SLURRY, A -y-• C <br />BLEND OF SOIL EXCAVATED FROM THE TRENCH, DRY BENTONITE, AND 4— Q <br />BORROW SOILS. <br />7. ALL STRUCTURES ASSOCIATED WITH MINING WILL BE REMOVED FROM THE <br />SITE DURING FINAL RECLAMATION ACTIVITIES. <br />01 N 0 <br />8. ALL AVAILABLE .TOPSOIL AND OVERBURDEN MATERIAL WILL BE USED FOR Co <br />BACKFILLING AND RECLAMATION. <br />9. FINAL SLOPES WILL HAVE 3H:1V GRADE OR FLATTER. <br />10. DISTURBED UPLAND AREAS NOT WITHIN THE RESERVOIR SHALL BE <br />REVEGETATED WITH THE FOLLOWING NATIVE GRASS SEED MIXTURE. <br />--LAP <br />UPLAND GRASS SEED <br />PLICAT <br />RATE* <br />lbs PLS/acre <br />WESTERN WHEATGRASS <br />4.8 <br />BLUE GRAMA <br />0.3 <br />SIDE -OATS GRAMA <br />1.0 <br />GREEN NEEDLEGRASS <br />1.5 <br />BIG BLUESTEM <br />1.7 <br />SWITCHGRASS <br />2.0 <br />*AFPLlUA' IS FOR DRILL SEEDING. It' <br />SEED IS TO BE BROADCAST, THE APPLICATION <br />RATE VML BE DOTTB ED <br />11. PERIODIC INSPECTION FOR NOXIOUS WEEDS, AT LEAST ONCE A YEAR <br />EARLY IN THE SEASON, WILL BE DONE AS PART OF A WEED <br />MANAGEMENT PLAN. <br />12: BEST MANAGEMENT PRACTICES WILL BE USED TO CONTROL EROSION AND <br />SUSPENDED SEDIMENT RUNOFF FROM THE SITE DURING RECLAMATION <br />ACTIVITIES. <br />TYPICAL RECLAMATION SECTION AT PERMIT BOUNDARY <br />N.T.S. <br />100' MIN. <br />I <br />U) <br />} <br />TOP SOIL <br />W <br />Of <br />TOP SOIL <br />U) <br />0 <br />_ <br />F <br />o <br />z <br />U <br />Q <br />tY <br />° <br />w oz_ <br />7O <br />z <br />z <br />o <br />W <br />cr_ <br />W <br />ry <br />>_ <br />z <br />Q <br />U <br />� <br />m <br />fQn <br />V <br />LL <br />_ ------------------ <br />0 <br />J <br />W <br />w <br />RECLAIMED <br />RECLAIMED SLOPE <br />3' <br />� // <br />ct <br />5 30' <br />�V <br />V <br />OVERBURDEN <br />1' <br />Q <br />Q <br />100' MIN. <br />} <br />TOP SOIL <br />Of <br />TOP SOIL <br />oU) <br />z <br />w oz_ <br />HISTORIC GROUND <br />O <br />- J__ <br />i—d'CD <br />— — <br />LL <br />_ ------------------ <br />RECLAIMED <br />RECLAIMED SLOPE <br />3' <br />Q <br />5 30' <br />OVERBURDEN <br />1' <br />Q <br />z <br />SLURRY <br />MINING FLOOR <br />U <br />J <br />WALL <br />II <br />BACKFILL <br />C <br />Z <br />ry <br />m <br />MINING HIGHWALL <br />W <br />= <br />O <br />CL <br />x <br />Q <br />W <br />� <br />Q <br />U <br />Q <br />_I <br />W <br />D <br />0� <br />CD <br />W <br />Date: NOVEMBER 20201 <br />Drawn: B_ MATHISEN <br />Design: B. MATHISEN <br />Checked: B. SCHENDERLEIN <br />Sheet: <br />