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GENERAL39591
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Last modified
8/24/2016 7:59:00 PM
Creation date
11/23/2007 10:14:40 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1994117
IBM Index Class Name
General Documents
Doc Date
3/27/1995
Doc Name
PERMIT APPICATION ADEQUACY REVIEW GOLD HILL MILL FN M-94-117
From
DMG
To
COM INC
Media Type
D
Archive
No
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~~ • <br />Gold Hill Mill 6 March 27, 1995 <br />implemented at the impoundment, which is obviously not the case since the <br />only embankment at the site is the original starter dam. As a point of <br />clarification, COM, Inc. should provide a statement that the existing <br />impoundment was not built by the upstream method. <br />19. The application states that the starter dike was built as a zoned <br />embankment that has an upstream gradation into sand. The Division does <br />not believe that this type of construction actually occurred, and cannot <br />conceive of a reason to employ this type of construction since the <br />upstream face of the starter dike is lined. The application states that <br />the starter dike was initially built to between 4 and 6 feet in height and <br />11 and 17 feet in width, and was built with an outslope of 2.8:1. Based <br />on the Division's field observations of the existing embankment, and on <br />the MSHA inspection report mentioned previously, it is obvious that the <br />dimensions for the starter dam provided in the application are grossly <br />inaccurate. As you will see in adequacy comments provided below, the <br />Division will require substantial information on the existing impoundment <br />in order to approve this application. Please clarify the inaccuracy of <br />the starter dam dimensions as provided in the application as submitted to <br />date. <br />20. The application states that seepage is collected below the tailing <br />impoundment, and is then piped to the Hazel A adit. To the Division's <br />knowledge, this is not occurring and would not be necessary since the <br />impoundment is lined. Please clarify this statement in the application. <br />21. The application states that soda ash, pine oil, and xanthate are the <br />chemicals used in the in the milling process. COM, Inc. should <br />acknowledge that if any changes to this list of chemicals is anticipated, <br />that a technical revision would have to be filed with the Division. It <br />is further stated that no more than 200 gallons of these chemicals would <br />be stored at the mill at any time. Please provide a break-down of the <br />quantity of each chemical that may be stored. You should refer to the <br />quantity of soda ash to be stored in pounds rather than in gallons. <br />22. Please provide a containment plan for the mill building itself. The <br />building will have to be modified such that the maximum potential spill <br />of water or tailing would be contained within the building. The maximum <br />potential spill would occur if the thickener tank were to fail, amounting <br />to 75,000 gallons requiring containment. <br />23. As discussed previously, each diversion ditch at the site must be <br />accurately located on the Mining Plan map. Please also provide the <br />following information on the ditches: <br />(a) divide the ditches into distinct reaches, the boundaries of <br />which will be defined by changes in pertinent ditch parameters, <br />depict the reach boundaries on a map; <br />(b) provide a ditch cross-section for each reach that is defined, <br />
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