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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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SC <br />value of 700 gal/day/ft is yielded from the straight line fit of the recovery data. <br />A permeability of 9.4 ft/day was calculated for the Second While Sandstone near well <br />P-5. The Second White Sandstone aquifer near well P-5 is more transmissive than <br />near well P-4. <br />A-2.23 P-6 TEST <br />The Second White Sandstone was tested through well P-6 on October 3, 1980. <br />Well P-5 was bailed for 12 minutes at an average discharge rate of 2.5 gpm. Table <br />A-26 presents the aquifer-test data for well P-6. <br />The plot of the recovery data from well P-6 yields [ransmissivity and <br />permeability values of 1500 gal/day ft and 4.5 ft/day, respectively. Figure A--30 <br />presents recovery data for pumping well P-6. <br />A-2.24 P-8 TEST <br />Well P-8 was bailed at an average discharge rate of 4.5 gpm for nearly 11 <br />minutes. Water levels were monitored in well P-8 throughout recovery. Table A-27 <br />presents the aquifer-test data corrected for aquifer thinning in well P-8. <br />Figure A-31 presents the recovery data plotted on a semi-log plot. The <br />straight line fit of the data yields transmissivity and permeability values of 9900 <br />gal/day/ft and 53 ft/day for the Third White Sandstone aquifer near well P-8. <br />•`, <br />A-14 (~L 4B~~D FE613 °87 <br />
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