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O <br />n <br />v <br />N <br />w <br />m <br />z <br />Z <br />I- <br />O <br />w <br />O <br />Q <br />a <br />w <br />LL <br />0 <br />¢ <br />O <br />0 <br />LEGEND <br />- - - - - DISTURBANCE BOUNDARY <br />FENCELINE <br />>-< CULVERT <br />005-GULCH POSTMINE CHANNEL <br />DRAINAGE CHANNEL <br />LIGHT USE ROAD <br />ACCESS ROAD PLAN VIEW <br />SCALE <br />300' 0 300' 600' <br />CONTOUR INTERVAL 1OFT. <br />F- 7750 <br />w 7700 <br />LL 7650 <br />Z 7600 <br />Z 7550 <br />0 7500 <br />¢ 7450 <br />w 7400 <br />w 7350 <br />0.00 <br />FI <br />AT <br />PM-3 <br />2, 7% <br />2 +00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 /8.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 <br />DISTANCE IN FEET <br />VARIABLE SLOPE <br />DEPENDING ON <br />MATERIALS AND <br />HEIGHT <br />(TYPICAL 2H..IV1 <br />ACCESS ROAD PROFILE <br />HORRORTAL SCALE <br />0® <br />VERTICAL SCALE <br />0 15V 300' <br />FEET <br />ROADSIDE DITCH SCHEDULE <br />Keuscher, slate that the changes <br />DESIGN <br />� O <br />BOTTOM <br />I <br />O <br />O <br />CMP <br />HEAD <br />\O <br />O <br />O <br />LINER <br />O <br />♦ <br />FLOW <br />SLOPE <br />ry <br />SLOPE <br />OF FLOW <br />N <br />FREEBOARD <br />TOTAL DEPTH <br />(VEG, GRAVEL, <br />KConrath <br />ry <br />I%) <br />(FTI <br />HAV <br />(FT) <br />/ <br />(FT) <br />(FT) <br />D50) <br />♦ <br />ENESCA <br />Coal Company <br />5 - 10. 0 <br />V <br />2:1 <br />1.1 <br />2.9 <br />0.3 <br />1.4 <br />VEG <br />7 +50 <br />1.8 <br />10.1 - 13 <br />2 <br />2:1 <br />0.2 <br />4.8 <br />0.3 <br />0.5 <br />GRAVEL <br />7 +50- <br />SCALE: <br />5 - 10.0 <br />V <br />2:1 <br />1.1 <br />I <br />0.3 <br />1.4 <br />VEG <br />15 +50 <br />19 <br />10.1 - 14 <br />15 4 <br />2:1 <br />0.2 <br />5.0 <br />I <br />0.5 <br />GRAVEL <br />15 +50 <br />18 <br />7.1 - 10.0 <br />/li <br />, <br />1.0 <br />2.9 <br />0.3 <br />- <br />\ / <br />STOCK T K <br />-20 <br />29 +00 <br />/ <br />29 *00 <br />6-121 <br />0.5 - 2.0 <br />... <br />2:1 <br />1.6 <br />/ <br />0.3 <br />1.9 <br />VEG <br />33 +25 <br />a' 5'0 <br />- <br />3200 <br />33 +25 <br />18 <br />1.0 - 9.0 <br />V <br />2:1 <br />1.5 <br />2.8 <br />0.3 <br />1.9 <br />VEG <br />54+00 <br />o <br />1 <br />i2 00 <br />13 00 <br />, <br />° ° ° <br />d <br />* <br />1 <br />.00 <br />m <br />G1 <br />0 <br />4.00 <br />6.00 <br />.00 II,00 <br />g. 0 <br />0 <br />1 <br />3.00 <br />7.00 <br />00 PM-3 <br />N <br />D o <br />^i'% O N <br />nn <br />m o <br />CO o <br />(n ° <br />♦ <br />\ <br />h <br />-8 °O / <br />1 <br />STOCK TAN <br />O 00 ry� 1/ <br />o � <br />T -18 <br />' <br />\ <br />O tiK <br />O <br />o / <br />S 300 <br />ti <br />° <br />w <br />ry <br />0 <br />O <br />0 <br />o <br />w <br />°I <br />1 <br />PM -2 . <br />♦ <br />\ <br />0 <br />0 <br />W <br />� <br />m <br />o � <br />0 <br />♦ <br />V <br />O <br />W <br />S 340 <br />� <br />o l <br />0 <br />0 <br />A <br />1 <br />O � <br />U <br />N <br />° a <br />� <br />� <br />W <br />o <br />v <br />o <br />� <br />o <br />o° <br />e <br />P <br />� <br />o° <br />O p <br />O <br />S 3 <br />/ <br />o <br />O <br />l U <br />j <br />LEGEND <br />- - - - - DISTURBANCE BOUNDARY <br />FENCELINE <br />>-< CULVERT <br />005-GULCH POSTMINE CHANNEL <br />DRAINAGE CHANNEL <br />LIGHT USE ROAD <br />ACCESS ROAD PLAN VIEW <br />SCALE <br />300' 0 300' 600' <br />CONTOUR INTERVAL 1OFT. <br />F- 7750 <br />w 7700 <br />LL 7650 <br />Z 7600 <br />Z 7550 <br />0 7500 <br />¢ 7450 <br />w 7400 <br />w 7350 <br />0.00 <br />FI <br />AT <br />PM-3 <br />2, 7% <br />2 +00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 /8.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 <br />DISTANCE IN FEET <br />VARIABLE SLOPE <br />DEPENDING ON <br />MATERIALS AND <br />HEIGHT <br />(TYPICAL 2H..IV1 <br />ACCESS ROAD PROFILE <br />HORRORTAL SCALE <br />0® <br />VERTICAL SCALE <br />0 15V 300' <br />FEET <br />ROADSIDE DITCH SCHEDULE <br />Keuscher, slate that the changes <br />DESIGN <br />DIAMETER <br />BOTTOM <br />SIDE <br />DEPTH <br />CMP <br />HEAD <br />oj7P•• t my <br />�sc=;a <br />LINER <br />CHANNEL <br />FLOW <br />SLOPE <br />WIDTH <br />SLOPE <br />OF FLOW <br />VELOCITY <br />FREEBOARD <br />TOTAL DEPTH <br />(VEG, GRAVEL, <br />KConrath <br />(CFS) <br />I%) <br />(FTI <br />HAV <br />(FT) <br />(FPS) <br />(FT) <br />(FT) <br />D50) <br />0 +00- <br />ENESCA <br />Coal Company <br />5 - 10. 0 <br />V <br />2:1 <br />1.1 <br />2.9 <br />0.3 <br />1.4 <br />VEG <br />7 +50 <br />1.8 <br />10.1 - 13 <br />2 <br />2:1 <br />0.2 <br />4.8 <br />0.3 <br />0.5 <br />GRAVEL <br />7 +50- <br />SCALE: <br />5 - 10.0 <br />V <br />2:1 <br />1.1 <br />3.0 <br />0.3 <br />1.4 <br />VEG <br />15 +50 <br />19 <br />10.1 - 14 <br />2 <br />2:1 <br />0.2 <br />5.0 <br />0.3 <br />0.5 <br />GRAVEL <br />15 +50 <br />18 <br />7.1 - 10.0 <br />V <br />2:1 <br />1.0 <br />2.9 <br />0.3 <br />1.3 <br />VEG <br />29 +00 <br />29 *00 <br />1.0 <br />0.5 - 2.0 <br />V <br />2:1 <br />1.6 <br />1.2 <br />0.3 <br />1.9 <br />VEG <br />33 +25 <br />33 +25 <br />18 <br />1.0 - 9.0 <br />V <br />2:1 <br />1.5 <br />2.8 <br />0.3 <br />1.9 <br />VEG <br />54+00 <br />NOTES: <br />1. DEPTH OF FLOW BASED ON MINIMUM SLOPE; VELOCITY <br />BASED ON MAXIMUM SLOPE. <br />2. MINIMUM FLOW 0=1.0 CFS USED IN DESIGNS. <br />TOPSOIL {3:I SLOPES <br />OR FLATTER ITYPICALIi <br />1 - 2 N <br />F1 oHN FbHer <br />CULVERT SCHEDULE <br />Keuscher, slate that the changes <br />DESIGN <br />DIAMETER <br />MAXIMUM <br />CULVERT <br />FLOW <br />CMP <br />HEAD <br />oj7P•• t my <br />�sc=;a <br />Q =(CFS) <br />(IN) <br />IF T.) <br />It7ALl � <br />D.Keuscher <br />12 Idesigned) <br />0 <br />PM -2 <br />2.9 <br />24 (installed) <br />2 <br />KConrath <br />• NA <br />10 (designed) <br />REV. <br />No. <br />PM -3 <br />19 <br />- (installed) <br />2 <br />DRAWN BY <br />REVIEWED AND <br />SIGNED BY <br />15 (designed) <br />ENESCA <br />Coal Company <br />PM -4 <br />4.9 <br />24 (installed) <br />2 <br />MIN. WIDTH ES) -- �1 <br />(TWO LANES/ <br />MIN. 4- GRAVEL OR SCORIA <br />/ <br />MIN. 90X COMPACTION <br />TYPICAL POSTMINE ACCESS ROAD CROSS- SECTION <br />N. T. S. <br />PROFESSIONAL ENGINEERS STATEMENT <br />I <br />�I <br />FI <br />�I <br />46.00 148.00 <br />4 Daniel J. <br />Keuscher, slate that the changes <br />to TR -49, <br />doled 12104 <br />wer ed under <br />my supervision and a// <br />t resente <br />hereon Is <br />true and car <br />oj7P•• t my <br />�sc=;a <br />know /edge <br />and inrarm <br />JJemes <br />It7ALl � <br />D.Keuscher <br />0 <br />Date <br />Daniel J. <br />e r, CO 3330 <br />J.Pellicer <br />KConrath <br />• NA <br />2 <br />Issued for TR -49 <br />12104 <br />J. Weinman <br />KConrath <br />D.Keuscher <br />I <br />Issued for TR -49 <br />8104 <br />JJemes <br />KConrath <br />D.Keuscher <br />0 <br />Issued for TR -49 <br />6104 <br />J.Pellicer <br />KConrath <br />JJemes <br />REV. <br />No. <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />REVIEWED AND <br />SIGNED BY <br />ENESCA <br />Coal Company <br />PROJECT: <br />SENECA //- W MINE <br />DRAWING TITLE: <br />R/DGEL /NE ACCESS ROAD <br />PLAN AND PROF /LE <br />Sheet 1 <br />Of 2 Sheets <br />SCALE: <br />DRAWING No. <br />MW H <br />D5 wwww <br />As Shown <br />13 -26.1 <br />