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2008-03-04_INSPECTION - C1981019
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2008-03-04_INSPECTION - C1981019
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Last modified
8/24/2016 3:24:27 PM
Creation date
3/14/2008 12:38:23 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
INSPECTION
Doc Date
3/4/2008
Doc Name
Inspection Report
Inspection Date
2/26/2008
Media Type
D
Archive
No
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Colowyo C-1981-019 <br />26 February 2008~~ <br />Pg 2/6 <br />Roads (cont.): -The haul roads in the Bower project area (topsoil removal) are well <br />maintained and appear to be stable. These roads are in the Taylor Draw and along <br />the west edge of the Section 16 Pit. There is also a haul road that was constructed <br />just south of the Existing Section 16 Pit. This road is for continued topsoil removal <br />operations in ad~~ance of the mining in the South Taylor area (the box-cut area). <br />These roads were wet and muddy in some areas. The roads were well maintained <br />and appeared t~~ be stable at the time of the inspection. No erosional problems <br />were noted on tfie roads. <br />-The haul roads in the Anson project area (topsoil removal) were wet and muddy but <br />appeared to be stable. The Anson topsoil removal is in the bottom of Taylor draw in <br />the area of the East Taylor Fill. The lower-most portion of the Anson haul road was <br />very muddy with difficult conditions. The articulated trucks were sliding and pushing <br />through up to four inches of mud. These poor conditions were due to melting snow <br />running down into the work area. <br />-The light-use roads in the East Pit reclamation area were all more or less inaccessible <br />due to snow. <br />- The Sturgeon road (which is the access road for the Section 21 and Section 28 <br />Ponds) was very wet and muddy at the time of the inspection. This road has seen <br />considerable usE~ this winter and it is in pretty poor shape. Once conditions improve <br />(after runoff is complete) the road will need to be bladed again and the Missouri <br />crossings will need to be reestablished. At that time the gravel surface will need to <br />be placed on th~~ road (as all planned construction in the draw is complete). <br />Hydrologic Balance: -The wash bay pond (not a NPDES discharge point) contained <br />water approximately two feet below the top of the embankment and was not <br />discharging. This is a total containment pond and discharge into the Work Area Pond <br />triggers BTEX testing (in addition to regular NPDES testing). The operator and the <br />contractors use this pond for water for their water trucks. The pond embankment was <br />partially coverecl with snow but appeared to be well vegetated and stable at the <br />time of the inspection. No erosional problems were noted on the pond embankment <br />at the time of thE~ inspection. <br />-The work area K~ond (NPDES 002A) contained water approximately one foot below <br />the top of the discharge pipe and was not discharging at the time of the inspection. <br />The surface of th~° pond was frozen. The pond embankment was covered with snow <br />but it appeared 'to be well vegetated and stable at the time of the inspection. No <br />erosional problems were noted on the embankment at the time of the inspection. <br />-The Gossard Pond (NPDES 003A) contained water approximately three feet below <br />the riser pipe anct was not discharging at the time of the inspection. The surface of <br />the pond was frozen at the time of the inspection. The pond embankment was <br />covered with snow but appeared to be well vegetated and stable at the time of the <br />inspection. No erosional problems noted on the embankment at the time of the <br />inspection. The Emergency spillway is a 12" culvert. There is sediment in the pond <br />that will need to be cleaned out. The sump at the inlet of the pond seems to be <br />functioning as dE~signed, as it has trapped a fair amount of sediment (coal fines). <br />
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