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Colowyo C-1981-019 <br />7 August 2006 <br />Pg 2/6 <br />Roads: -The access road and haul road to the Gossard Loadout is a paved road. <br />The haul road from the facilities area to the Gossard Loadout has been repaved in <br />most locations (only approximately 500 feet have not been repaved). The road was <br />well maintained and in good condition. The operator has finished adding fill material <br />to the shoulders of the road to eliminate the steep drop-off that currently exists. The <br />roadside ditches have been recut and the height of the MSHA berm has been <br />increased. <br />-The light-use road to the West Pit and East Taylor ponds was dry and slightly rutted at <br />the time of the inspection. The road was stable and overall in good condition. There <br />is one part of the road by the West Pit Pond that has some erosion above a culvert <br />that will need to be fixed. <br />- The haul roads in the East and West pit areas were all well maintained and stable at <br />the time of the inspection. The roads were dry and were being constantly watered <br />at the time of the inspection. No erosional problems were noted on these roads. In <br />an effort to increase haul truck tire life, CCC has stopped placing rock on the road. <br />This has led to more dust, which CCC is attempting to control by watering and <br />applying MgCI. <br />-The light-use roads around the Gossard Loadout and to the rail loop were well <br />maintained and in good condition. <br />-The roads around the Section 16 Pit and pond (many of which are exploration <br />roads] were all stable at the time of the inspection. The roads are not used very <br />much as the Section 16 Pit is inactive. The Section 16 Pit will be used for a haul road <br />for the South Taylor project. CCC has also created additional in-pit roads in the <br />Section 16 Pit area for overburden removal operations that are underway. <br />Hydrologic Balance: -The Section 16 Pond (NPDES 009A) contained water <br />approximately seven feet below the top of the discharge pipe and was not <br />discharging (the water level was just below the gated discharge pipe). The pond <br />embankment was well vegetated and stable and no erosional problems were <br />noted. The emergency spillway is a riprapped channel. The spillway was stable and <br />in good condition. The inlet ditches were all stable and in good condition. <br />- Sump 2 contained water approximately two feet below the top of the sump at the <br />time of the inspection. The sump was stable at the time of the inspection. <br />-Sump 3 contained water approximately three feet below the top of the sump at the <br />time of the inspection. The sump was stable at the time of the inspection. <br />- Sump 4 contained water approximately two feet below the top of the sump at the <br />time of the inspection. The sump was stable at the time of the inspection. <br />-Sump 5 contained water approximately two feet below the top of the sump at the <br />time of the inspection. The sump was stable at the time of the inspection. <br />-The West Pit Pond (NPDES 008A) was dry at the time of the inspection. The <br />presettling basin at the inlet of the pond contained water about three feet below the <br />spillway to the West Pit Pond. The pond embankment was well vegetated and stable <br />at the time of the inspection. No erosional problems were noted on the pond <br />embankment at the time of the inspection. The emergency spillway is a riprapped <br />channel. The spillway was stable and in good condition. <br />