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PERMFILE128154
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PERMFILE128154
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Last modified
8/24/2016 10:25:17 PM
Creation date
11/25/2007 5:43:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
table of contents through A-72
Section_Exhibit Name
APPENDIX V DESIGN & CONTRUCTION FOR GROUN WATER WELLS & PUMP TESTS
Media Type
D
Archive
No
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~~ <br />transmissivity to be higher than it actually should be. Permeability of [he KLM <br />aquifer near well GA-2 was calculated to be 0.14 ft/day. <br />A-2.1 GB-1 TEST <br />Well GB-1 was airlifted and then recovery was monitored to obtain the aquifer- <br />• <br />test data, on September 16, 1985, presented in Table A-2. Recovery data for well <br />GB-1 is presented in Figure A-2 on a semi-log plot. A transmissivity value of 21 <br />gal/day/ft is obtained for the KLM aquifer near well GB-1 from the straight line fit <br />of the data using the Theis Recovery method. Permeability was calculated to be 0.05 <br />ft/day. These values are similar to those observed from KLM well CA-2. <br />A-2.2 GB-2 TEST <br />A single well pump test on well GB-2 was conducted on September 10, 1986. <br />Recovery of the well was monitored after airlifting. The da[.a collected is <br />presented in Table A-3. <br />The plot of the recovery data for well CB-2 gives a good straight line fi.t of <br />the data (see Figure A-3). Applying the Theis Recovery method to the straight line <br />fit of the data yields a transmissivity value of 8 gal/day/ft for the Third White <br />Sandstone aquifer near well GB-2 <br />calculated to be .O1 ft/day. <br />Permeability of the. aquifer i^ this area was <br />A-2.3 GB-5 TEST <br /> <br />Data for the single well pump test conducted on well GB-5 is presented in <br />A-z BtEVISED FEB 13 '87 <br />
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