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REP14684
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REP14684
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Last modified
8/24/2016 11:44:29 PM
Creation date
11/27/2007 1:29:28 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Report
Doc Date
8/21/1996
Doc Name
1995 AHR Review
From
DMG
To
Twentymile Coal Company
Annual Report Year
1995
Permit Index Doc Type
HYDROLOGY REPORT
Media Type
D
Archive
No
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1. The mean quarterly conductivity on Foidel Creek at site <br />800 continues to increase, now at approximately 3400 <br />umhos/cm. <br />1995 comment <br />1. The increasing trend in mean quarterly field conductivity <br />at site 800 is still evident but is showing little change <br />from 1994 levels. <br />1994 comment <br />2. Excluding the 1993 high EC on Fish Creek at site 27A due <br />1st panel south dewatering, the two highest mean <br />quarterly values ever were calculated in 1994. <br />1995 comment <br />2. Mean quarterly conductivity <br />Creek have returned to <br />approximately 1000 umhos/cm. <br />values at site 27A on Fish <br />a more normal range of <br />1994 comment <br />3. An increasing trend in EC is observed after review of the <br />data recorded at downstream Fish Creek site 1003, with <br />values now averaging near 950 umhos/cm. <br />1995 comment <br />3. The same trend still appears to exist, although some <br />leveling off of the increasing EC is apparent at site <br />1003 on Fish Creek. <br />1994 comment <br />4. Downstream Trout Creek well 008-AT-1 shows a consistent <br />EC value above 1200 umhos/cm for its limited monitoring <br />period, with flows in the fall consistently around 6 cfs. <br />1995 comment <br />4. Field conductivity values for Trout Creek alluvial well <br />008-AT-1 continue to range from 1200-1400 umhos/cm. Low <br />flows at the adjacent surface water site 1005 range from <br />20-40 cfs and EC values range from 300-600 umhos/cm. <br />Borings <br />1. SW #1 and SW #2 have been subsided and were represented <br />as dry as of the last measurement in the 3rd quarter of <br />1995. Continued monitoring should determine whether <br />these springs will recover following subsidence. <br />
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