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2012-01-24_PERMIT FILE - M2011054 (4)
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2012-01-24_PERMIT FILE - M2011054 (4)
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Last modified
8/24/2016 4:47:53 PM
Creation date
2/8/2012 11:00:07 AM
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Template:
DRMS Permit Index
Permit No
M2011054
IBM Index Class Name
PERMIT FILE
Doc Date
1/24/2012
Doc Name
Response to Adequacy Review
From
Paul Banks and Associates, LLC
To
DRMS
Email Name
THM
SSS
Media Type
D
Archive
No
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Mr. Alex Schatz <br />December 12, 2008 <br />Page 11 of 11 <br />Table 2: Maximum and minimum predicted drawdown at the wells listed in the SEO database for the 7 steady -state model <br />runs <br />Permit No. <br />Owner(s) <br />Name <br />32841 Fender, Marvin <br />and Roberta <br />36702 Jacquelin, <br />Bobbie Jo <br />93289 Barz, D. E. <br />208258 McKay, Dan <br />212437 Smith, Paul C. <br />228585 Tanner, <br />Michael A. <br />230013 James, <br />Christopher Z. <br />257258 Ryan, Jason <br />257420 Fender, Marvin <br />and Roberta <br />257421 Gurule, Art and <br />Georgia <br />C/O Shelton Drilling Corp, Box Basalt <br />1059 <br />Address' <br />C/0 Shelton Drilling Corp, Box Basalt <br />1060 <br />4520 T. Road <br />P.O. Box 349 <br />5261 W. Geddes PI. <br />P.O. Box 305 <br />P.O. Box 277 <br />P.O. Box 225 <br />P.O. Box 135 <br />Silt <br />City' Well Type' <br />De Beque <br />De Beque <br />De Beque <br />Littleton <br />De Beque <br />De Beque <br />De Beque <br />Monitoring <br />Hole <br />Monitoring <br />Hole <br />Stock, <br />Domestic <br />Domestic <br />Domestic <br />Household <br />Use Only <br />Domestic <br />Domestic <br />Domestic <br />Domestic <br />'Data Provided in the State Engineer's Office (SEO) Division of Water Resources Well Master List Database <br />B11,401 > „s u1Fo.,,; F . .ta' <br />Drawdown <br />in Base - <br />Case (ft) <br />7.7 0.0 <br />7.4 <br />0 <br />3.7 <br />5.1 <br />6.9 <br />2.3 <br />7.6 <br />7.0 <br />7.6 <br />Minimum <br />Drawdown <br />(ft) <br />4.8 <br />0.0 <br />0.0 <br />0.0 <br />4.4 <br />2.2 <br />0.0 <br />0.0 <br />6.6 <br />Maximum <br />D rawdown <br />(ft) <br />8.5 <br />8.4 <br />2.2 <br />4.4 <br />5.6 <br />7.8 <br />2.7 <br />7.6 <br />7.6 <br />8.4 <br />
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