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PERMFILE122168
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PERMFILE122168
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Last modified
8/24/2016 10:20:17 PM
Creation date
11/25/2007 10:08:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 58 PROTECTION OF MINNESOTA CREEK WATER SUPPLY
Media Type
D
Archive
Yes
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<br />IPIPAC7 FIITIGATIOiJ PL.4p <br />The foregoing sections detail the measures Atlantic Richfield will <br />undertake to prevent subsidence to Dry Fork, Horse Creek and South <br />Prang and measure ~~tream-flours to be able to detect any changes in <br />water availability resulting from mining activities at the 1•lt. <br />Gunnison Mine. Hoa+ever, there i5 the potential {however remote) that <br />subsidence will af1`ect these streams in an adverse wa,y. The most <br />catactrophic event which can be hypothesized is total loss of water in <br />a stream channel into a subsidence crack. It is esti.nated that the <br />length of a hypothesized subsidence crack could be.the width of ona~ <br />mining panel (450 t.o 500 feet) because all panels are presently <br />planned to be oriented at approximately 90 degrees to the general <br />trend of Dry Fork. Atlantic Richfield will maintain 700 feet of st:eel <br />well casing and a ~.uitable pump so that should water from the Dry <br />Fork, Horse Creek or South Prong be inadvertently diverted into thEa <br />mine Atlantic Richfield can quickly drill and case a hole from the <br />surface to a sump in the mine and pump out *_he diverted water. <br />All water handled in this manner will be released to the affected <br />drainage at a location where it will not be rediverted to the mine. <br />Appropriate water quality monitoring and treatment efforts (as <br />necessary) will be used to insure non-degradation of •.vater quality. <br />Because of the low contact tune betvreen the water and the coal and the <br />absence of toxic or• undesirable materials in the overburden and coal <br />in sufficient quantities to affect o-ratar quality no water quality <br />problems are expected. <br />If the surface source of water into tYie mine is readily identifiable <br />the stream will be contained in a 36" culvert across the point of <br />leakage. As necessary, portable flumes in conjunction with the perma- <br />nent stream gaging stations will be used to delineate the point or <br />area undergoing'o-rater loss. Once the surface source of ~.vater is <br />defined, when feasible, the necessary pernics will be obtained and the <br />culvert installed. This technique will be used first fur readily <br />• <br />(20) <br />
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