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2010-04-01_INSPECTION - M1977424
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2010-04-01_INSPECTION - M1977424
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Entry Properties
Last modified
8/24/2016 4:03:03 PM
Creation date
4/5/2010 8:53:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977424
IBM Index Class Name
INSPECTION
Doc Date
4/1/2010
Doc Name
Inspection report
From
DRMS
To
Occidental Oil Shale, Inc.
Inspection Date
3/18/2010
Email Name
THM
Media Type
D
Archive
No
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(Page 2) <br />MINE ID # OR PROSPECTING ID #: M-1977-424 <br />INSPECTION DATE: 03/18/2010 <br />OBSERVATIONS <br />INSPECTOR'S INITIALS THM <br />This inspection was conducted as part of the normal monitoring program established by the Colorado Division of <br />Reclamation, Mining and Safety (DRMS). Bruce Smith and 'Scotty Mann of Western Water & Land, Inc. (WWL) <br />were present representing Glen Springs Holdings, Inc. (GSHI) which manages Logan Wash for Occidental Oil <br />Shale, Inc. (OOSI). <br />This was a partial inspection with the primary focus to observe the evaporation pond located off of Logan Wash <br />Road approximately 4.5 miles west of the Logan Wash mine. No other components of the mine were inspected on <br />March 18, 2010 due to adverse road conditions that made the mine inaccessible during the inspection. <br />WWL verbally reported to the DRMS of a possible leak in the pond liner on February 5, 2010 followed by a written <br />report along with preliminary sample results on February 9, 2010. WWL set up a pump in the leachate collection <br />vault to pump discharge water, from the leak detection system, back into the pond as a temporary measure to <br />minimize impacts to the hydrologic balance. On March 10, 2010 WWL reported that no discharge was entering the <br />vault through the detection pipes. WWL's hypothesis is that the pond leak occurred late 2009 when the pond water <br />level was approximately 6 inches higher than what was observed during this inspection. Though no specific crack or <br />breach was identified as the culprit, it appears that a crack exists in the liner above the water level observed during <br />the inspection. <br />The inspection included observation of the flow measurements collected from the pipeline that carries mine <br />discharge retort water to the settling pond prior to entering the evaporation pond. The mine discharge inflow is <br />approximately 2.5 gallons per minute. The water observed (luring the flow measurement appeared to be yellow in <br />color and had a slight hydrocarbon odor. <br />The overall condition of the liner above the water surface appeared to be in okay condition considering it was <br />installed in 1984. Assessing the liner condition below the water surface was not possible due to a layer of <br />precipitates and sediment that have accumulated on the bottom of the liner. Numerous patches and repairs were <br />observed on the liner, typically above the water level. The rnajority of the patches appeared to be in good condition <br />but many of the patches appeared to be compromised due to weathering and aging. Different theories as to where <br />the liner was breached are held by WWL. Many areas observed at the top of the liner likely let surface water below <br />the liner during melting of snow and precipitation events. According to the results from samples collected from the <br />leachate collection vault the water has similar composition to the mine discharge water that is in the evaporation <br />pond. Therefore it is highly likely that the water in the leachate vault is from the mine discharge pond water. Two <br />potential leak sources observed during the inspection were at the point where -the inlet pipe from the settling pond <br />enters the evaporation pond and a cement vault located at the northwest corner of the evaporation pond. <br />According to a local liner vendor the common life expectancy of a HDPE liner is approximately 20 years. The liner <br />is well beyond its life expectancy and the liner is due for a complete replacement due to its age and condition. Per <br />Rule 3.1.6(1) , in order to minimize disturbance to the prevailing hydrologic balance of the affected land and the <br />surrounding area OOSI is required to replace the HDPE liner within 180 days of the mailing of this inspection <br />report. Other options that will minimize disturbance to the hydrologic balance will also be considered by the DRMS. <br />Photos that show the conditions observed during the March 18, 2010 inspection are included at the end of this <br />report.
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