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ROCKFILL (ZONE D) 1 FT THICK MINIMUM BLANKET <br />` (ZONE A2 MATERIAL) <br />N -S HAUL ROAD <br />PROFILE THROUGH JAF TRENCH (A -A') <br />SEE NOTE 1 <br />PROFILE A <br />N -S HAUL ROAD <br />OUTLET I C MNEY <br />DRAIN RAIN (SEE FIGURE 4) <br />2% MINIMUM <br />OUTLET DRAIN (SEE DETAIL) - DISCHARGES FROM --- <br />CHIMNEY DRAIN (SEE FIGURE 4) TO ROCKALL (ZONE D) <br />PROFILE THROUGH JAF STOCKPILE (B -B') SEE NOTE 2 <br />\ CUT - AFTER CUT PLACE ROCKALL TO GRADE SHOWN IN PROFILE C <br />GRADE OF E -W HAUL ROAD (C -C') <br />PROFILE B <br />ROCKFILL (ZONE D) <br />N -S HAUL ROAD <br />PROFILE THROUGH E -W HAUL ROAD (C -C') <br />PROFILE C <br />r <br />EXISTING JAF <br />Fi <br />1 FT MIN <br />ZONE A2 MATERIAL <br />Fr MIN <br />10 FT MIN ZONE Al MATERIAL <br />OUTLET DRAIN DETAIL <br />SURFACE OF 2:1 SLOPE <br />CUT <br />(NOTE 2) (NOTE 2) <br />E -W HAUL ROAD <br />ROCKFILL (ZONE D) SEE NOTE 1 <br />SECTION D <br />NOTES: <br />1. REMOVE SOFT AND /OR WET JAF FROM BASE OF JAF <br />TRENCH. PLACE ROCKALL (ZONE D MATERIAL) TO GRADE OF <br />ADJACENT E -W HAUL ROAD. <br />2. REMOVE EXISTING JAF STOCKPILES AND USE TO BACKFILL <br />POND (SEE FIGURE 4) OR BLEND WITH STRUCTURAL FILL TO <br />MAKE ZONE B OR C MATERIAL. <br />3. A -A', B -B', AND C -C' REFER TO SECTION LINES FROM <br />FIGURE 1. <br />NOT TO SCALE <br />0017548 <br />�j CAMAS COLORADO, INC. <br />MORRISON QUARRY <br />'L i1 NORTH QUARRY ENGINEERED FILL SLOPE <br />FOUNDATION PREPARATION <br />PROFILES A, 9. C. AND CROSS SECTION D <br />Ileum <br />movolauhmorrAL <br />INCCEEMCL <br />foum= <br />50 FT JANUARY 1999 <br />FIGURE 2 <br />