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1992-07-22_GENERAL DOCUMENTS - C1981017
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1992-07-22_GENERAL DOCUMENTS - C1981017
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Last modified
1/22/2021 2:32:24 PM
Creation date
10/4/2012 8:46:48 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
7/22/1992
Doc Name
Bid Documents (IMP) Proposed Decision & Findings
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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-35- <br /> As a worst case condition, with all mines and preparations plant ponds <br /> discharging simultaneously under average flow conditions, the soluble salt <br /> level of Coal Creek immediately below the last discharge point would be <br /> increased by 177 mg/l to 544 mg/l . The water below the final discharge point <br /> would have a moderate salinity hazard for irrigation use. However, by the <br /> time the water reaches the Crystal River, which is the first point of <br /> diversion of Coal Creek water. The soluble salt level would be reduced to 440 <br /> mg/l which translates to a low salinity hazard. The Coal Basin Mines <br /> characteristically discharge more water during the late spring and early <br /> summer when stream flows are the greatest. Very little water is discharged <br /> during the low flow periods. Therefore, the worst case condition would rarely <br /> be met. <br /> The maximum increase in soluble salts concentrations are short-termed, and <br /> will occur only over the life-of-mine. Upon completion of mining, there will <br /> be no discharge from the mines and upon successful revegetation, the <br /> preparations plant ponds will be removed. Thus, upon reclamation, the soluble <br /> salt content of the surface water should approximate pre-mining concentrations. <br /> The mine discharge has not had an effect on the ion balance in the stream. <br /> The baseline information indicates that the surface and ground water is <br /> dominated by calcium bicarbonate. The mine discharge waters are likewise <br /> dominated by calcium bicarbonate. <br /> One projected surface water impact of the Coal Basin mining activities is an <br /> increase in the sediment loads contributed by the road system. It is not <br /> possible to determine the actual amount of sediment contributed by the road <br /> system by directly monitoring the streams. There are numerous small <br /> undisturbed tributaries to the streams along the reaches which could be <br /> affected by the road system. In addition, the natural erosion rates vary <br /> widely throughout Coal Basin due to the wide variety of rock types. Natural <br /> erosion rates, based on suspended solids and settleable solid measurements for <br /> undisturbed drainages, frequently exceed 200 tons per acre. Much of this <br /> natural erosion rate is due to the presence of the highly erosive Mancos shale <br /> throughout Coal Basin. <br /> It is projected that additional sediment contributions from the road system <br /> will be negligible because all haul roads are gravel surfaced, ditches and <br /> culverts are continually maintained, and culvert outlets are riprapped where <br /> necessary. <br /> The mining activities will not have an adverse effect on the quantity of <br /> surface water within or outside the permit area. Mid-Continent has a water <br /> right to withdraw water from Coal Creek up to 7.48 cfs. This is the only <br /> withdrawal of water from within the permit area. Through discharging <br /> underground mine waters, the flow in Coal Creek is increased on the average of <br /> 3.75 cfs. Thus the net depletion is 3.73 cfs, which is approximately one <br /> percent of the average low flow in the Crystal River. Most of the water is <br /> used during the summer months for dust suppression. Since the average monthly <br /> flow in the summer months are greater than the mean annual flows, the Crystal <br /> River will be depleted by less than one percent during the summer. Therefore, <br /> the proposed operation will not significantly affect the quantity of surface <br /> water in the hydrologic regime outside the permit area. <br />
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