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REP16533
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REP16533
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Entry Properties
Last modified
8/24/2016 11:45:48 PM
Creation date
11/27/2007 1:54:45 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
8/23/1996
Doc Name
REVIEW OF 1993 & 1994 ANNUAL HYDROLOGY REPORTS WEST ELK MINE PN C-80-007
From
DMG
To
MOUNTAIN COAL CO
Permit Index Doc Type
HYDROLOGY REPORT
Media Type
D
Archive
No
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Ms. Christine Johnston <br />Mountain Coal Company <br />Page 11 <br />August 23, 1996 <br />13. Under Section 1.5.3 Groundwater Inflows, there is not sufficient information <br />provided to support the calculation of natural inflow (8.7 acre feet as shown <br />in Table 1.6-1). Please clarify how 8.7 acre feet was calculated. For example, <br />the report states "inflows of 35-SO gallons per minute were measured during <br />a three week period". At 50 gallons per minute, this would account for as <br />much as 4.6 acre feet of the total 8.7 acre feet within only three weeks of the <br />entire water year. Please revise the text under Groundwater Inllows to <br />provide duration of flows in order to substantiate the total natural inflow <br />estimate provided in Table 1.6-1. <br />14. There are no Exhibits provided in the 1994 AHR. Please change Exhibit 3 <br />to Figure 3 in the last paragraph of Section 1.5.5. <br />15. Water quality of the mine inflows should not be .characterized by the <br />discharge from MB-1 (refer to last paragraph of page IS). MB-1 treats mine <br />surface water runoff and the water stored in the pond is treated prior to <br />discharge. Likewise, MB-2R treats surface water runoff from the refuse pile <br />and adjacent disturbed areas and any discharge from the tinderdrain. As <br />stated on page 24 under Mine Water, "discharge from ponds would normally <br />be dominated by water quality characteristics of disturbed area runoff'. Thus, <br />discharge from MB-1 and MB-2R should not be used to characterize mine <br />water quality. As previously stated, the Division recommends that mine <br />inflow water quality be characterized by sampling and analyzing the water at <br />the end of the pipe prior to discharge to either MB-1 or MB-2R. <br />16. The last paragraph on page 17 states that quality parameters of pond MB-2R <br />are presented in Appendix D, Table D-2. Table D-2 presents "Water Analysis <br />Report North Fork Gunnison Above Mine". Please clarify this and provide <br />a revised page 17. <br />17. Please correct Table F-1 in Appendix F. The baseline minimum values shown <br />are greater than the baseline maximum values throughout the table. In future <br />AHRs please perform quality assurance/quality control checks on laboratory <br />and field data that is transcribed from lab/field reports to AHR report tables. <br />Please submit a revised Table F-1. <br />18. In the last paragraph of page 19 it states that "samples from well SG-1 were <br />within the range of baseline parameters except for conductivity". "Fhe Division <br />disagrees with this interpretation. For example, the maximum baseline value <br />for iron as presented in Table H-1 is 0.690 mg/I. Three samples collected <br />
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