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REP30857
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REP30857
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Entry Properties
Last modified
8/25/2016 12:01:21 AM
Creation date
11/27/2007 5:45:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980001
IBM Index Class Name
Report
Doc Date
3/5/1999
Doc Name
INTERNAL MEMO EDNA 1998 ANNUAL HYDROLOGY REPORT
From
SANDY BROWN
To
JIM BURNELL
Permit Index Doc Type
HYDROLOGY REPORT
Media Type
D
Archive
No
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:~ <br />Spring and Seep blonitoring <br />Performed annually in May (or as soon as practical after snowmelt) along the base of <br />reclaimed areas along Trout Creek. Flows exceeding 20 gpm will be measured and water <br />quality samples taken. Lesser flows will be estimated, field measurements of pH, <br />conductivity and TDS taken. <br />REVIEW NOTES: <br />1. The permit is not updated to reflect: TCS-l, <br />2. Exhibit 4.6-26 shows water monitoring locations. I can't find TCS-1. (Should be SE, <br />SE, NW Section 36) <br />3. Table 4.6-54 does not include TCS-1. <br />4. Data for TCS-1 is presented in Appendix F. Is there enough data to reduce <br />monitoring since three years worth has now been submitted? <br />5. The springs and seeps were not monitored for the full suite of pazazneters identified in <br />Table 4.6-54. Specifically, temperature, pH, specific conductance, and TDS aze <br />missing. (TSS not required) <br />6. No water level or water quality data for the Moffat spoils well, M892S was presented. <br />The permit on p. 4.6-146 says the monitoring will be consistent with monitoring <br />performed on the West Ridge spoil well , WR-l. <br />7. No data for M892L was presented. <br />PHC SUMMARY <br />The PHC predicts the principle effects of mining to occur in the Trout Creek Basin as <br />listed below: <br />1. Increased TDS concentrations in Trout Creek. Expected to reach an upper limit <br />of approximately 1050 mg/1 during the irrigation season. (page 2.SA-9) (Findings <br />document says 1090 mg/1). <br />2. A small change in the partitioning of total runoff into surface and subsurface <br />components. Prior to mining ratio was 7% surface runoff to 93% infiltration. <br />Predicted ratio changes to 4% surface flow and 96% subsurface flow. <br />cc. Larry Routten <br />
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