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HYDRO21695
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HYDRO21695
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Entry Properties
Last modified
8/24/2016 8:43:01 PM
Creation date
11/20/2007 2:27:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981071
IBM Index Class Name
Hydrology
Doc Date
12/12/1986
Doc Name
AQUIFER TESTING WELLS 026-SP-2 001-SP-6 & 7
From
YVCC
To
MLRD
Permit Index Doc Type
OTHER GROUND WATER
Media Type
D
Archive
No
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<br /> <br />INTEROFFICE MEMORANDUM <br />TO: <br />FROM: <br />SUBJECT: <br />R.A. Mills DATE: <br />Yampa Valley Coal Co. <br />October 21, 1986 <br />J.G. Nalven ~~ _ ~~ ~~ <br />YVCC - Aquifer Testing, Well 026-SP-2 <br />On September 16, 1986, a pumping test was performed on Well 026- <br />SP-2. The well was pumped for approximately 500 minutes at a <br />constant rate of 99 gpm. The pump was set at approximately 54 <br />feet below ground surface. Other than an initial water level for <br />calibration purposes measured with an electric water level <br />indicator, all water level measurements were made with a pressure <br />transducer which measures to the nearest 0.01 feet with an <br />accuracy of 0.03 feet. The pumping rate was measured with a 3 <br />inch by 2 inch orifice. The estimated accuracy of the orifice <br />was +/-2%. <br />The maximum drawdown during the test was 0.62 feet. The water <br />level recovered approximately 100% shortly after the end of the <br />test. The data from the test on Well 026-SP-2 was analyzed to <br />estimate aquifer properties. The data and results ire presented <br />in Appendix A. The test data indicates that the aquifer is <br />unconfined (water table) and that the transmissivity is <br />approximately 33,000 gallons/day/foot and the permeability is <br />approximately 2200 gallons/day/square foot (gpd/ft ). This is <br />approximately 100 times the permeability measured in Well 008-SP- <br />5 at Mine 3. Due to the very small drawdown the permeability is <br />estimated to be only accurate to +100% and -50°s. No barrier or <br />recharge boundaries were detected in the test data, 'but the <br />aquifer is believed to be bounded (of limited areal extent) by <br />the limits of the spoils. <br />The measured drawdowns were not corrected to the theoretical <br />artesian drawdowns because the maximum correction was only 0.01 <br />feet. The aquifer was assumed to be 15 feet thick under static <br />water level conditions. This value is derived frm the well depth <br />and the static water level. The actual aquifer thickness is <br />larger; however, the bottom of the well is approximately 16 feet <br />above the bottom of the aquifer. The specific yield could not be <br />calculated because no observation well was available. However, <br />the specific yield is estimated to be 0.15 (unitless). <br />Summary and Recommendations: <br />1. The permeability of the spoils ir~ the vicinity of well 026- <br />SP-2 is approximately 2200 gpd/ft +100°s, -50%. <br />2. The spoils behave as an unconfined aquifer. <br />
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