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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 />A-43. The straight line fit of the data yields a transmissivity value of 190 <br />gal/day/ft using Jacob's method. Permeability of the HI aquifer using the <br />transmissivity value of 190 gal/day/ft was calculated to be 0.54 ft/day. Both <br />methods used to analyze the drawdown data result in similar transmissivity values. <br />The transmissivity values of 200 gal/day/ft and 190 gal/day/ft agree very well and <br />are thought to well represent the transmitting ability of the HI aquifer near well <br />GP-3A. <br />A-2.30 GP-4 TEST <br />A single well constant head flow test was conducted on well GP-4 on September <br />23, 1985. The discharge rate was monitored through approximately 100 minutes of <br />~ flow on September 23 and at the 587 minute point on September 24, 1985. The <br />~` <br />aquifer-test data collected during the flow test conducted on well GP-4 is presented <br />in Table A-36. <br />Flow data .f or well GP-4 is presented in Figure A-44. A good straight line fit <br />of the data yields a transmissivity value of 18 gal/day/ft for the KLM aquifer near <br />well CP-4. Permeability of the KLM aquifer was calculated to be 0.04 ft/day. This <br />transmissivity is thought to be indicative of the KLM aquifer near well GP-4. <br />A-2.31 GP-5 TEST <br />A single well pump test on well GP-5 was conducted on September 21, 1985. <br />Water Level and discharge rate were monitored during 85 minutes of pumping. <br />Aquifer-test data for well GP-5 is presented in Table A-37. The discharge rate of 7 <br />• <br />A-2o [~~~8~~® FED 13'87 <br />
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