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Colowyo C-1981-019 <br />19 June 2006 <br />Pg 2/6 cr~~ <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. <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. <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 controlling. <br />-The light-use roads around the Gossard Loadout and to the rail loop were all 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 topsoil and overburden removal operations that are <br />underway. <br />Hydrologic Balance: -The Section 16 Pond contained water approximately eight feet <br />below the top of the discharge pipe and was not discharging (the water level was <br />just below the gated discharge pipe. The pond embankment was well vegetated <br />and stable and no erosional problems were noted. The emergency spillway is a <br />riprapped channel. The spillway was stable and in good condition. The inlet ditches <br />were all stable and in good condition. <br />-The wash bay pond contained water approximately six feet below the top of the <br />embankment and was not discharging. This is a total containment pond and <br />discharge triggers BTEX testing (in addition to regular NPDES testing). The water from <br />this pond is used for watering the roads. The pond embankment was well vegetated <br />and appeared stable at the time of the inspection. No erosional problems were <br />noted on the pond embankment at the time of the inspection. <br />- The work area pond (NPDES 002A) contained water approximately three feet below <br />the discharge pipe (and one foot below the weep-hole) and was not discharging. <br />The pond embankment was well vegetated and stable at the time of the inspection. <br />No erosional problems were noted on the embankment at the time of the inspection. <br />The emergency spillway is a riprapped channel. The spillway was stable and in good <br />condition. There was some sediment at the inlet of the pond but it does not appear <br />to be a problem at this time. <br />-Sump 2 was dry at the time of the inspection. The sump was stable at the time of <br />the inspection. <br />-Sump 3 contained a small puddle of water at the time of the inspection. The sump <br />was stable at the time of the inspection. <br />-Sump 4 contained a small puddle of water at the time of the inspection. The sump <br />was stable at the time of the inspection. <br />