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`Reclamation plan for Road G-- Number 5 mine haul road <br /> Stations are on a 200 feet separation. Station 0+00 is located at <br /> the 48" culvert located at the junction of Roads G, E and F. <br /> 7 <br /> a� <br /> 0+00 to 4+145 Cut fir vertical feet from outside road edge, <br /> creating a 3h:ly cut-slope as outslope is excavated. place <br /> f�S material on inside of road cut, creating a 3h:ly slope from the <br /> road cut toward the remaining bench surface. Excavate remaining <br /> bench surface so that drainage is directed over new cut slope. Rip <br /> (� remaining bench and new cut slope to 8 inches. <br /> w <br /> f 3 3+95 w = �� / 8 'Remove culver yf�i�l�l excavation. <br /> F� 6 K LxS <br /> ci 4+145 to 8+125 Cut 3 vertical feet from outside road edge <br /> creating a 6h: ly cut-slope as outslope is excavated. Place <br /> material on inside of road cut, creating a 6h:ly slope from the <br /> road cut toward the remaining bench. Excavate and shape any <br /> remaining bench to ensure that drainage is directed over new cut <br /> slope. <br /> ✓ 6+10 em e culvert, Jfill°exca aution.�142 <br /> 8+125 to 10+00 Remove fill material and culvert located at <br /> 47. Utilize this fill material to backfill 6 vertical feet <br /> -a±o�road cut, slope at 3h: ly. Grade remaining road bench so that <br /> all drainage flows to outside of road bench. rip remaining bench <br /> to 8 inches. <br /> 10+047 to 10+112 Remove fill material. Slope excavated cuts not <br /> to exceed 3h: ly. Grade to drain to outside of road bench. <br /> 10+115 to 11+065 fill cut slope of roads with material excavated <br /> at 10+047 to 10+112 . Fill to a minimum of 6 vertical feet, create <br /> 3h: ly maximum slope. Grade remaining road bench to outside to <br /> direct drainage over outside of bench, rip remaining bench to 8 <br /> inches. <br /> 11+065 to 12+075 Excavate 6 vertical feet from outside of road <br /> and place against inslope. Grade remaining bench to direct <br /> drainage over newly created outslope. Rip remaining bench to 8 <br /> inches. See 0+00 for specifications. <br /> 12+075 to 13+00 Grade road surface to drain to outside edge of <br /> road uniformly. Excess graded material is to be pushed against <br /> inside cut-slope at no steeper than 3h:ly. Graded bench is to be <br /> ripped to 8 inches. <br /> 13+00 to 14+00 Excavate 6 vertical feet from outside of road <br /> and backfill against inslope. Grade remaining bench to direct <br />