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WATERS OF U.S. I V / I �r I ref 1 OF U.S. [ a Q C3 L= L Cq TOP OF LEVEE 18" CULVERT 4834 & GATE [ [ : �.. ir N 6 [ ° 3H:1V RESERVOIR [ ( D n \ o m LINER f II Go o° L A az '— m . • 83 ` I . RECHARGE POND " ' —� • • • . �� . �� SE CORNER SECTION 3 -.-"- �,...�., .- -rte- -• - RECHARGE POND OUTLET TO EXISTING CULVERT (INSTALL GATE/VALVE) RECHARGE POND OUTLET CO'URnf ROAD 36 TO EXISTING DRAIN L , , [ CIF GC, 0cr :) U a n4, (INSTALL GATE/VALVE) i rc`\"n'F1T1QAL WHIM N.T.S. v L S '121Q .L- GEOUGH N.T.S. nIFISICAL- CUNT CLUBTIE 1 L1 -MIU : EXISTING CONTOURS 1 -25 r EXISTING FLOWLINE EXISTING FENCELINE EXISTING PAVED ROADS EXISTING DIRT ROADS EXISTING VEGETATION EXISTING UTILITY POLE PROPERTY BOUNDARY 4820 PROPOSED CONTOURS 100 YEAR FLOODWAY ap TYPICAL PLANT CLUSTER — — - -- ---- PROPOSED GROUNDWATER COLLECTION TRENCH RE- ROUTED BOXELDER DITCH Q PERMIT BOUNDARY L&HIMMITE MAR TREES (minimum of 100, no more than 25% of any one species) AUSTRIAN PINE (Pinus nigra) MIN. 5r TALL WICHITA JUNIPER (Juniperus scopulorum 'Wichita Blue') (5 GALLON CONTAINER) WESTERN CATALPA (Catalpa speciosa) 15 -2" CALIPER MARSHALL ASH (Fraxinus pennsylvanica 'Marshall') (BALLED & BURLAPPED) RED SUNSET MAPLE (Acer rubrum 'Red Sunset') SHRUBS (minimum of 100, no more than 50% of any one species) COMMON PURPLE LILAC (Syringe vulgaris) BLUE PFiTZER JUNIPER (Juniperus chinensis 'Pfitzeriana Glauca') (5 GALLON CONTAINER) RED TWIG DOGWOOD (Corpus sericea 'Bailey') SEEDING Thinspike wheatgrass (Critana) 5% #PLS /AC. Side -oats gramma (Vaughn) 2% #PLS /AC. Switchgrass (Nebr. 28) 11(2 #PLS /AC 02 #PLS /AC. TOTAL SCARIFIED PRIOR TO THE PLACEMENT OF FILL MAT] ALL WEATHERED BEDROCI- BE EXCAVATED AND REMOVED FROM THE FOUNDATION. WEATHERED BEDROCK SHALT. BE REMOVED UNTIL COMPETENT BEDROCK (AS DETERMINED BY THE ONSITE ENGINEER) IS EXPOSED. NOTES: 1. Planting of trees and shrubs will be irregular clusters of 5 trees and shrubs each. 2. Tree and shrub selection will be random from the listed plant materials. 3. Berms will average 4 to 5 feet in height and 40 to 70 feet in width as shown on the plan. 4. Landscaping along south and west boundaries to be completed prior to Phase 4 mining. 5. All plant material must be balled & burlapped or container grown. Bare root planting is allowed, but discouraged. P_ zl�� z i WE 00 W N.T.S. EARITC; CrITIO 1[t HarEs 1. Each layer of fill shall be scarified to allow 4. An 815 or 825 sheepsfoot roller will be proper bonding between layers. used for compacting efforts. 2. Density and moisture content testing shall 5. The clay liner material shall be mixed in be done at a rate of 1 test for each the embankment at the ratio of 4 parts 2000 yards placed. clay overburden (CL) to 1 part siltstone bedrock. 3. All clay liner material shall be compacted to a minimum 95% ASTM- D698 -78 Standard 6. The clay liner material shall be placed in Proctor at t2% of optimum moisture content. a 9" (max.) loose lift prior to compaction. r GRADE RECHARGE 3 POND 1I � 12.0' COMPACTED CLAY LINER 10.0' 7. All bedrock material shall be ripped, moisture treated, and allowed to air slake for a min- imum of 1 day prior to its placement in the liner. All bedrock material shall have a minimum of 75% passing the #200 sieve prior to placement in the embankment. 8. All random fill to be placed with a maximum 9" loose lift and compacted to a minimum of 95% ASTM - D698 -78 Standard Proctor. 2.0' GRAVEL 3 MINE �,_ 7 1 BEDR&K" SURFACE TO BE SCARIFIED PRIOR TO THE PLACEMENT OF FILL MATERIALS. ALL WEATHERED BEDROCK TO BE EXCAVATED AND REMOVED FROM THE FOUNDATION. WEATHERED BEDROCK SHALL BE REMOVED UNTIL COMPETENT BEDROCK (AS DETERMINED BY THE ONSITE ENGINEER) IS EXPOSED. T LLJ 0' WE I' LJ off- `-f L RECEIVED SEP 12 2001 Division of Minerals and Geology Drawn: C Design: KES Checked: DPG Scale: to 7 vu C C i� S w E ca J. � IM C � C C� t O � TS C w �+ C oD �Cal= CN G a $ P" Y W W i N.T.S. EARITC; CrITIO 1[t HarEs 1. Each layer of fill shall be scarified to allow 4. An 815 or 825 sheepsfoot roller will be proper bonding between layers. used for compacting efforts. 2. Density and moisture content testing shall 5. The clay liner material shall be mixed in be done at a rate of 1 test for each the embankment at the ratio of 4 parts 2000 yards placed. clay overburden (CL) to 1 part siltstone bedrock. 3. All clay liner material shall be compacted to a minimum 95% ASTM- D698 -78 Standard 6. The clay liner material shall be placed in Proctor at t2% of optimum moisture content. a 9" (max.) loose lift prior to compaction. r GRADE RECHARGE 3 POND 1I � 12.0' COMPACTED CLAY LINER 10.0' 7. All bedrock material shall be ripped, moisture treated, and allowed to air slake for a min- imum of 1 day prior to its placement in the liner. All bedrock material shall have a minimum of 75% passing the #200 sieve prior to placement in the embankment. 8. All random fill to be placed with a maximum 9" loose lift and compacted to a minimum of 95% ASTM - D698 -78 Standard Proctor. 2.0' GRAVEL 3 MINE �,_ 7 1 BEDR&K" SURFACE TO BE SCARIFIED PRIOR TO THE PLACEMENT OF FILL MATERIALS. ALL WEATHERED BEDROCK TO BE EXCAVATED AND REMOVED FROM THE FOUNDATION. WEATHERED BEDROCK SHALL BE REMOVED UNTIL COMPETENT BEDROCK (AS DETERMINED BY THE ONSITE ENGINEER) IS EXPOSED. T LLJ 0' WE I' LJ off- `-f L RECEIVED SEP 12 2001 Division of Minerals and Geology Drawn: CJC Design: KES Checked: DPG Scale: to L IM C Date: 9/10/01 Job No: 01 -198 Drawn: CJC Design: KES Checked: DPG Scale: 1" = 200' ' Sheet: 1. Berm location and alignment may be shifted north u as needed' without floodway Impact. PermaN bar til- t119_05_0 Class: Permit 2. Berm elevation may be higher than indicated if Section/Exhibit / CzeI JO�Sd�vt PpCP k Y 9 -- - - -- L�- 1----------- - - - -°�- , Class: l7 Revision extra overburden materials are available Ty -- ---- Class: 13 3. Berm width may be wider than indicated without Doc TypeRepo t Hydro ❑General floodway impact if elevation is not above existing ❑Application (Coal only) ❑ Bond D Enfo cement O Inspect on ------ - - - --- ground to the south [ Of.. 0 o0aa3