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GENERAL38956
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GENERAL38956
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Last modified
8/24/2016 7:58:32 PM
Creation date
11/23/2007 9:55:24 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
General Documents
Doc Date
6/27/1984
Doc Name
PROPOSED DECISION And FINDINGS OF COMPLIANCE
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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-24- <br />result in an increase in dissolved <br />calculations below). This impact <br />total ground water quality in the <br />any water quality criteria. <br />solids of approximately 80 mg/l. (See <br />is considered to be insignificant to the <br />basin and will not result in exceedance of <br />Dissooved Solid Concentration <br />Unmined portions of the Vermejo Formation - 829 mg/1 <br />Mined area within Twin Pines permit area - 1019 mg/1 <br />Mined area within Dorchester permit area - 1660 mg/1 <br />Concentration of TDS = <br />.004 (1019)mg/1) + .03 (166Qng/1) + ,966 (829mg/1) = 909 mg/1 <br />.0 <br />Net increase in TDS = 909 mg/1 - 829 mg/1 = 80 mg/1 <br />Impacts on Surface Waters <br />The Division, based on review of the permit applications for the mining <br />operations considered in this assessment, has identified several possible <br />effects of mining on surface water quality and quantity in the Canon City Coal <br />Field. Surface water quality may be effected by: 1) Erosion and subsequent <br />increased sediment loads to streams; 2) Discharge of mine water to receiving <br />streams; 3) Seepage water through waste rock or coal a refuse material; or <br />4) Depletion of stream flow via subsidence-induced infiltrations. <br />1) Surface flow from disturbed areas from the one proposed and three <br />permitted coal operations would carry higher sediment concentrations <br />than natural runoff. However, Rule 4.05.2 requires that all disturbed <br />flow pass through a properly designed sediment control pond. Effluent <br />from the pond is required to meet NPDES limitations prior to discharge. <br />During operation, monitoring and inspection by the Division ensures that <br />the sediment control system is maintained to function as designed. At <br />the close of operations, surface disturbances would be reclaimed and the <br />sediment control system would be removed following the ensuing liability <br />period. As a result, the increased sediment load carried by disturbed <br />flows would not be expected to reach receiving streams. Furthermore, <br />discharge points for each of the four mines are into ephemeral drainages <br />which are characterized by very high sediment loads in their natural <br />states. <br />2) Only one mine, the Dorchester No. 1 Mine, has proposed to discharge <br />mine water into a receiving stream. The mine water will pass through a <br />treatment facility prior to discharge. The company has stated, in <br />Section 2.05.6(3) of their Second Adequacy Response, that the quality of <br />the discharges will comply with effluent limitations. Quantitative <br />assessments of the impact of this potential discharge have not been <br />made. (See the Probable Hydrologic Impact of the Dorchester Mine for a <br />further discussion.) <br />
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