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_INSPECTION - C1981019 (54)
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_INSPECTION - C1981019 (54)
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Last modified
11/6/2020 2:57:48 PM
Creation date
8/10/2010 9:54:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
INSPECTION
Doc Name
Inspection Report
From
DRMS
To
Colowyo Coal Company L.P.
Inspection Date
7/19/2010
Email Name
JRS
SB1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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July 19,2010 C-1981-019/Colowyo Coal Mine JRS <br /> -The backfilling and grading work completed in the West Pit will require Colowyo to construct the Taylor <br /> Tributary Ditch to approximately station 45+00,the Taylor Ditch in its entirety(from station 0+00 to station <br /> 15+00)and the East Taylor Ditch to approximately station 40+00. The approved location of these ditches is <br /> shown on Map 41. <br /> -Colowyo has backfilled and regraded two additional small areas in 2010 that are not shown on Map 29. The first <br /> area is the old R3 coal stockpile area,which is approximately 9 acres. The second area is a small wedge area <br /> between the East Pit and Haul Road A,which is approximately 17 acres. Colowyo is reminded that these areas <br /> will need to have the topsoil replaced and will need to be reseeded in 2010. <br /> -Colowyo has not completed any backfilling and grading in the East Pit in 2010. Colowyo is scheduled to <br /> complete approximately 36.5 acres of backfilling and grading in the East Pit in 2010. This backfilling and grading <br /> will include the completion of the Prospect Ditch(from approximately station 15+00 to approximately station <br /> 22+00)and construction of the portion of the North Tributary,East Pit Ditch that lies in the 2010 East Pit <br /> reclamation block. The approved location of these channels is shown on Map 41. (Based on an overlay of Map <br /> 41 and Map 29 there may be a very small 50-100 foot portion of the North tributary, East Pit Ditch that lies in the <br /> 2011 reclamation block.) <br /> -Colowyo will need to perform overburden monitoring at all regraded locations in 2010 per the"Overburden <br /> Monitoring Plan",which is detailed on page 2.05-3 in Permit Section 2.05.3. <br /> EXCESS SPOIL and DEVELOPMENT WASTE—Rule 4.09 Placement;Drainage Control; Surface Stabilization: <br /> -Colowyo is currently using the A-A'and B-B' underdrain areas of the West Taylor Fill to dispose of spoil <br /> material at this time. The material is coming from the box-cut of the South Taylor Pit. Colowyo is working on the <br /> first lift of the A-A' underdrain area. <br /> -A small amount of water was flowing out of both the A-A' and B-B' underdrains of the West Taylor Fill. This <br /> water was flowing into the West Taylor Pond. <br /> -Colowyo was not placing any material on either the C-C' underdrain area of the East Taylor Fill or the final cut <br /> area of the Section 16 Pit at the time of the inspection. It was indicated that spoil placement in the final cut of the <br /> Section 16 Pit area has been completed. <br /> HYDROLOGIC BALANCE -Rule 4.05 Drainage Control 4.05.1,4.05.2,4.05.3; Siltation Structures 4.05.5, <br /> 4.05.6; Discharge Structures 4.05.7,4.05.10; Diversions 4.05.4; Effluent Limits 4.05.2; Ground Water <br /> Monitoring 4.05.13; Surface Water Monitoring 4.05.13; Drainage—Acid and Toxic Materials 4.05.8; <br /> Impoundments 4.05.6,4.05.9; Stream Buffer Zones 4.05.18: <br /> -The Streeter Pond(NPDES 001A)contained water and was discharging through the weep hole at the time of the <br /> inspection.The discharge looked clean. The electric conductivity was 2,800 umhos/cm and the pH was 7.4. The <br /> pond embankment was well vegetated and stable and no erosional problems were noted. <br /> -The Gulch A Pond(NPDES 004A)was dry at the time of the inspection. The pond embankment was well <br /> vegetated and stable and no erosional problems were noted. Colowyo is planning on cleaning the Gulch A Pond <br /> this summer but there is no date set. <br /> -The Prospect Pond(NPDES 007A)contained water approximately six feet below the top of the riser pipe and <br /> just below the weep hole and was not discharging at the time of the inspection. There was a small amount of <br /> sediment at the pond inlet and water was flowing into the pond. The pond embankment was well vegetated and no <br /> erosional problems were noted. <br /> Number of Partial Inspection this Fiscal Year: 1 <br /> Number of Complete Inspections this Fiscal Year: 0 <br /> Page 3 of 13 <br />
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