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INSPEC36680
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INSPEC36680
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Last modified
8/24/2016 9:38:42 PM
Creation date
11/18/2007 10:57:25 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Inspection
Doc Name
MINERALS PROGRAM INSPECTION REPORT
Inspection Date
10/13/1999
Media Type
D
Archive
No
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` ~~ • (Page 2) • <br />' MINE ID # OR PROSPECTING ID #M-80-244 <br />INSPECTION DATE 10-13-99 INSPECTOR'S INITIALS BK_ <br />OBSERVATIONS <br />The Division conducted a monitoring inspection of the site in response to the operators's <br />report of a Cyanide Spill that occurred outside of the protected area on 10-12-99. On 10-12- <br />99, late in the afternoon, CC&V contacted the Division to inform the fact that a cyanide <br />spill had taken place outside of the protected area and that the operator had implemented all <br />the necessary emergency response plan for such spill as approved in the Emergency Spill <br />prevention plan for the site. The phone message also stated that none of the spill reached <br />the waters of the United States. On 10-13-99, the Division's representative arrived on site <br />at 7:OOam and proceeded to the spill area. Present during the inspection was, Mr. Scott Lewis <br />of CC&V, the Manger of Environmental Affairs. Mr. Lewis explained how the spill occurred. It <br />appeared, a weld in one of the 24" header pipe ruptured along the south side of the toe dam <br />and allowed the spill to occur. Again, according to Mr. Lewis, APPROX. 1271 gallons of <br />solution containing a total of .96 lbs of Sodium Cyanide or 0.51 lbs of cyanide was released <br />outside of the protected area. Since the existing solution application system has in place <br />a sensor that detects changes in both pressure and flow with in 11 seconds, the computer <br />shut off the pumps. The print out from the computer shut off system was provided showing what <br />was reported by Mr. Lewis. The solution that existed with in the Header Pipe prior to rupture <br />& shut off time was what was released on to the unprotected areas. <br />All the contaminated soli was removed and placed on to the leach pad or protected areas. The <br />area where contamination occurred after removal of the contaminated soil was treated with <br />Calcium hypochlorite to make sure, all the residual cyanide was detoxified. According to Mr. <br />Lewis, all the clean up was completed by 10:30am on 10-12-99. water sampling in Arequa gulch <br />was initiated immediately. Samples from AG 1.5 NPDES COMPLIANCE POINT OOlA AND GROUND WATER <br />monitoring points 3A-36 AND 3B-63 were collected and the operator plans to collect samples <br />on a daily basis to make sure no contaminants reached the waters of the United States. <br />Results are requested to be expedited and should be reported to the Division as soon as <br />available. The Division also collected a sample from AG 1.5 AND SAMPLE WAS DELIVERED TO THE <br />CDOH&E LAB THE SAME DAY and requested an expedited result. Operator was offered a split but <br />declined and collected its own sample. <br />Inspected the low volume and high volume solution collection system area for phase II had <br />recorded the following readings. <br />LOW VOLUME PUMP #1 READ .43 FEET OF HEAD <br />LOW VOLUME PUMP #2 READ .26 FEET OF HEAD <br />HIGH VOLUME PUMP #4 READ 24.9 FEET OF HEAD <br />HIGH VOLUME PUMP #5 READ 27.0 FEET OF HEAD <br />HIGH VOLUME PUMP #6 READ 31.2 FEET OF HEAD <br />Inspected the Phase II& III expansion areas, work was continuing in both areas. Clay liner <br />was being deployed and being compacted along the West facing slopes of the Phase II expansion <br />areas.Drain cover was being placed along the North facing slopes of the Phase II expansion <br />areas. In the upper area of the Phase ii leach pad area where the valley of the leach pad and <br />under drain were located which was completed in 1996, the operator had removed the ore, drain <br />cover fill and geomembrane liner to determine why the AREA WAS CONTRIBUTING A LOT OF WATER <br />TO THE LEAK DETECTION SYSTEM. According to Mr. Lewis, after the liner was removed, all they <br />found was a very wet spot but clay liner was measured to be 14" in thickness. He stated that <br />the clay liner was dried prior to placement of geomambrane. At the time of the inspection, <br />Poly flex the liner installers were finishing up deploying liner and conducting minor repair <br />work. Two Golder QA/ QC personnel were on site making sure the work was being conducted in <br />accordance wit the approved specification. Inspected a small area approx. 150 square feet <br />
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