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1994-10-19_HYDROLOGY - M1977378
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1994-10-19_HYDROLOGY - M1977378
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Last modified
2/5/2021 8:25:34 PM
Creation date
6/20/2012 7:48:26 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977378
IBM Index Class Name
HYDROLOGY
Doc Date
10/19/1994
Doc Name
Cement Creek Conjunctive Flow Characterization
From
Golder Associates
To
DMG
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Input Data Page 1 of 3 <br /> Well No. A <br /> Golder Name BU6 <br /> Test Type Rising Head <br /> Test date 23�Iwifi4 <br /> Well diameter 3.56 inches <br /> Cuing diameter 200 inches <br /> Total depth of borehole 51-50 feet below ground surface <br /> Lithology of screened interval Alluvium (Z(Bedrock=1,Alluvium=2) <br /> Depth to bedrock dt feet below top of casing(fbtc) <br /> Screened interval Top 12.00 feet below top of casing(fbtc) <br /> Bottom 22.00 - feet below top of casing(fbtc) <br /> Sand Pack interval Top 8,00 - feet below top of casing(fbtc) <br /> Bottom 22.50''` ' feet below top of casing(fbtc) <br /> Water level before test(static) 10,97 feet below top of casing(fbtc) <br /> Is the interval confined or unconfined? unconfined Treat as unconfined <br /> Water level immediately after slug 12.03 feet below top of casing(fbtc) <br /> Length of water column above top of sand pack -2.97 feet <br /> Effective saturated thickness of aquifer 11.53 feet <br /> Length tested 10.00 feet <br /> Effective casing radius 1.31 inches <br /> Effective well radius 1.31 inches <br /> Time Reading Elapsed time Residual Head <br /> (minutes) (ibtc) (rains) (feet) <br /> 0.000 12.03 0.000 1.06 <br /> 0.000 12.03 0 000 1.06 <br /> 0.010 1203 0.010 1.06 <br /> 0.010 12.02 0 010 1.05 <br /> 0 010 1202 0.010 1.05 <br /> 0.020 1202 0.020 1.05 <br /> 0.020 1202 0.020 1.05 <br /> 0.020 12.02 0 020 1.05 <br /> 0.030 1202 0.030 1.05 <br /> 0.030 12.02 0.030 1.05 <br /> 0 030 12.02 0 030 1.05 <br /> 0 040 12.02 0.040 105 <br /> 0 040 12.02 0 040 103 <br /> 0 040 12.02 0 040 1.05 <br /> 0.050 12.02 0 050 103 <br /> 0 050 12.02 0 050 1.03 <br /> 0 030 1202 0 050 1.05 <br /> 0 060 1202 0 060 1.05 <br /> 0 060 1202 0 060 1.03 <br /> 0 060 12.02 0 060 1.05 <br /> 0 070 12.02 0 070 1.05 <br /> 0 070 12.02 0 070 1 05 <br /> 0 070 1202 0.070 103 <br /> 0 080 12.02 0 030 105 <br /> 0 040 12.02 0 080 1.05 <br /> 0.080 1202 0.080 LO5 <br /> 0 090 12.02 0.090 105 <br /> 0 090 12.02 0.090 1.05 <br /> 0 090 12.02 0 090 1.05 <br /> 0 100 1202 0.100 1.05 <br /> 0 100 12.02 0.100 1.03 <br /> 0 100 1202 0 100 1.05 <br /> 0.110 12.02 0.110 1 05 <br /> 0.110 12.02 0.110 1.05 <br /> 0.110 12.02 0.110 1 05 <br /> 0.120 1202 0.120 1.05 <br /> 0.120 12.02 0.120 1.05 <br /> 0120 12.02 0.120 1.05 <br /> 0 130 1202 0.130 1.05 <br /> 0.130 1202 0 130 1.05 <br /> 0.130 12.02 0130 1.05 <br /> 0.140 1202 0 140 103 <br /> 0.140 1202 0.140 1.05 <br /> 0 140 1202 0.140 1.05 <br /> 0.150 12.02 0150 105 <br /> 0.150 1202 0.150 1.05 <br /> 0.150 1202 0 130 105 <br /> 0.160 1201 0 160 104 <br /> 0.160 12.02 0.160 105 <br /> 0.160 1201 0.160 104 <br /> 0 170 1201 0 170 1 04 <br /> 0 170 1201 0 170 1 04 <br /> 0 170 12.01 0 170 1.04 <br /> 0 180 1201 0 130 1.04 <br /> 0 180 12.01 0 180 1.04 <br /> 0 180 12.01 0 130 1.04 <br /> 0 190 12.01 0 190 1 04 <br /> 0 190 12.01 0.190 1.04 <br /> 0.190 12.01 0.190 104 <br /> AMS.ANL <br />
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