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REP24211
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Last modified
8/24/2016 11:56:17 PM
Creation date
11/27/2007 3:55:03 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980001
IBM Index Class Name
Report
Doc Date
12/11/2001
Doc Name
1990 AHR text and data
Annual Report Year
1990
Permit Index Doc Type
HYDROLOGY REPORT
Media Type
D
Archive
No
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1 <br />r <br />However, surface water from sources outside the creek which contact the <br />' alluvium in passage to the creek may have an effect on alluvial water. <br />C VI. QUALITY ASSURANCE <br />One duplicate sample was collected during 1990 for laboratory quality <br />assurance purposes. The duplicate sample was taken at ground water monitoring <br />well TR-4 in May (sample date in Appendix II with an • indicates a duplicate <br />' sample). Results of the duplicate analyses were favorable for most of the <br />parameters tested. The duplicate sample showed eight of nine parameters to be <br />t within an acceptable range of the original values obtained. As previous <br />discussed, the TR-4 sample results for bicarbonate did not agree. The <br />duplicate value of 106 mg/1 is more consistent with historical values. The <br />L <br />quality assurance program will be continued during the 1991 report period. <br />VII, SPRING AND SEEP SURVEY <br />1 A survey was conducted on May 9, 1990 to located springs and seeps which <br />may be developing at the base of the ridge along Trout Creek from the north <br />Moffat boundary to the base of West Ridge. A total of 10 springs and 18 seeps <br />were located as a result of the survey (see enclosed map). Only one spring <br />had sufficient flow to be of interest. That spring is currently monitored on <br />a regular basis and is designated as NPDES discharge point No. 006. <br />VIII. M06'SAT STABILITY <br />' Four wells were installed in 1984 to monitor the ground water levels over <br />time. Elevations of the water in the Moffat wells are shown in Figure 16 with <br />' the data contained in Appendix II. Water levels in the Moffat area have <br />stabilized over the previous years. The data suggests that groundwater levels <br />are stable with recharge approximating discharge. Continued monitoring of the <br />' existing wells and the installation of spoil wells will provide additional <br />information concerning the site stability. <br />t <br /> <br />1 <br />
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