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2010-11-03_INSPECTION - M1977300
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2010-11-03_INSPECTION - M1977300
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Last modified
8/24/2016 4:26:29 PM
Creation date
11/5/2010 7:55:31 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977300
IBM Index Class Name
INSPECTION
Doc Date
11/3/2010
Doc Name
Insp Rpt
From
DRMS
To
Cotter Corporation
Inspection Date
10/18/2010
Email Name
DB2
AJW
Media Type
D
Archive
No
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(Page 2) <br />MINE ID # OR PROSPECTING ID #: M-1977-300 <br />INSPECTION DATE: 18 October ?010 INSPECTOR'S INITIALS: DR? <br />OBSERVATIONS <br />This inspection was conducted by Tony Waldron and David Bird of DRMS to check the progress of Technical <br />Revision TR-14, characterization of source term materials, and Technical Revision TR-15, expansion of the alluvial <br />ground water capture and treat system. DBMS was also following up on recent incidents at the site, including: 1) <br />The failure of a pipe associated with the pump and treat system that resulted in a small quantity of alluvial ground <br />water being spilled on the ground surface, 2) new discoveries pertaining to the mystery pipe, and 3) an overflow <br />condition at the treatment plant that resulted in transfer of pre-treated water to the concrete holding ponds and <br />subsequent discovery of a leak in the holding pond. Representing the operator on the inspection were Gus <br />Gaviotis, Vice-President of Accounting and Finance; John Hamrick, Vice President of Milling, Amory Quinn, <br />President of Cotter Corporation, and Randy Whicker, Health Physicist. <br />Excavation of trenches was well underway for the purpose of burying water lines associated with the water <br />treatment plant, and for installation of the new sumps approved under TR-15. However, due to an unexpected <br />release from an upstream source, Ralston Creek was flowing at a relatively high discharge rate (100-200 gpm), <br />which had the unfortunate consequence of re-saturating the alluvium and inundating the newly excavated <br />trenches. Activity on the trenches and sumps has been suspended pending approval from CDPHE under the <br />discharge permit to install pumps and relocate the water in the trenches to the stormwater retention pond. The <br />installation of additional sumps under TR-15 was initiated in part by the discovery that, prior to the upstream <br />release, stream flow volumes measured near surface sampling point BPL were significantly exceeding the <br />discharge volumes from the alluvial water treatment plant. At that time, which was prior to the upstream release, <br />the treatment plant discharge appeared to be the sole source of surface water flow in Ralston Creek. There was <br />also the discovery of what appeared to be a surface seep on the south bank of Ralston Creek near sampling point <br />BOS. These observations seemed to indicate that the existing network of sumps ( Sump #1, MW 9 & Sump # <br />4)_have not been able to fully intercept and capture the entire alluvial flow. As a result, uranium levels in Ralston <br />Creek continue to be elevated above drinking water standards. <br />Concurrently with the excavation of the trenches for the water transmission lines, Cotter has also started sampling <br />and analytical activities approved under TR-14. Cotter is gathering soil samples from the trenches and has set up a <br />small analytical lab inside the office trailer to analyze the soil samples for gamma emission and for X-Ray <br />fluorescence using a hand-held Innov-X Systems analyzer. <br />New findings regarding the mystery pipe, originally discovered discharging water to the stormwater retention <br />pond, now suggest that the pipe is the remnant of an angled core hole drilled toward the mine at about a 45 <br />degree downward angle. Cotter speculates that the hole was drilled in the 1960's as an exploration core hole to <br />evaluate ore at depth beneath existing workings at the time. Due to mine pool and pond water levels that appear <br />to fluctuate in concert, it appears that the hole is connected to the mine pool. However, the water in the pipe is <br />not under hydrostatic pressure and the flow is easily stopped by either plugging or by raising the pipe a few feet <br />above the pond. Mr. Quinn was quick to point out that the situation was being properly managed and all <br />discharges from the pipe have been stopped. <br />The treatment system overflow was a result of overloaded filters, which was caused by excess sedimentation of the <br />sumps that resulted from the flooding situation due to the upstream release. DRMS feels that neither the treatment <br />overflow nor the pipe failure event warrants a violation at this time because: 1) The events occurred either as a <br />consequence of or in conjunction with corrective actions ordered by DRMS, 2) Cotter responded promptly to the <br />incidents, 3) the quantities of release from both events were relatively minor, and 4) the waters released are within <br />the area of capture of the pump and treat system and are essentially the same water as that occupying the <br />alluvium. DRMS does regard these events as spills under Rule 3.1.13 and will cite this as a problem under item 1 <br />on page 4 of this report along with the corrective actions, and the Division will continue to review this matter with <br />respect to a possible violation.
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