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REP43088
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REP43088
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Last modified
8/25/2016 12:45:09 AM
Creation date
11/27/2007 9:47:47 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981034
IBM Index Class Name
Report
Doc Date
10/29/1984
Doc Name
1983 HYDROLOGIC REPORT
Annual Report Year
1983
Permit Index Doc Type
HYDROLOGY REPORT
Media Type
D
Archive
No
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-4- <br />• Ground Water <br />There are four types of ground water monitoring done by wells <br />and piezometers: coal seam, alluvial, refuse, and sediment pond. <br />The monthly monitoring results can be found in the Monitoring Data <br />Section. Average water level, pH and conductivity have been tabulated <br />in Table G-83. <br />The coal seam monitoring consists of a well for the D, E, and <br />F seams, and two piezometers each for the E and D seams. The water <br />7eve1 in the wells and piezometers is monitored monthly. The water <br />level in all but the F-1 well generally increased during the year. <br />The F-1 exhibited a seasonal variation. Recharge for the coal seam <br />aquifers is from the north, possibly somewhere under Grand Mesa. <br />The higher than normal snow pack and precipitation on the Mesa may <br />have been the cause of higher water levels. The sampling was reduced <br />• from a quarterly full list analysis to a monthly field analysis. The <br />reduction in the pH on the D-1 and E-1 wells may be a result of the <br />amount of pumping done in 1982 for the Kaman Tempo Hydrologic Report <br />of September, 1982. The conductivity on the D-1 and F-1 wells remained <br />relatively constant. The conductivity on the E-1 has been declining, <br />possibly due to outcrop-subcrop inflows. <br />The alluvial ground water monitoring consists of three wells and <br />ten piezometers. These piezometers generally showed a seasonal <br />variation in water level, with the low level being in February and the <br />high level in mid-summer. These variations may correspond to the <br />irrigation practices in the area. No observations were made associated <br />with the pH and conductivity. The S-1 piezometer was drilled for the <br />Kaman Tempo report, but was not listed because it is in formation, <br />rather than alluvial material. It is included in this list because <br />it is in line with A-8 through A-12 along R-50 Road. <br />The refuse piezometers were installed to monitor the ground water <br />level and quality associated with the disposal of underground development <br />
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