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The steady-state solution (sometimes called the Theim solution) <br />yields 0.7 ft. for the best estimate parameter assumptions. The <br />steady-state solution can be written as: <br />z <br />Q r <br />hz-h1= 2 . n . T.ln Z1 , <br />where h and r are heads and radii of two points from a pumping <br />well, and T is the aquifer transmissivity. If the first point is <br />taken a 1 ft radius (next to the pumping well) , and the second <br />5,200 feet away, the difference in head between the two points is <br />estimated to be 16 feet. The drawdown at the Okie Plaza Well is <br />estimated at 0.7 ft. <br />Drawdown @ 500 days @ okie Plaza Well Due to Pumping <br />@ No. 5 Mine Wells (by Theis solution) <br />Transmisaivity <br />(ft^2/d) <br />6 <br />40 <br />91 <br />Btorativity <br />0.0001 0.0005 0.001 <br />s (ft)= 7.1 s (ft)= 1.2 s (ft)= 0 2 <br />s (ft)= 2.7 s (ft)= 1.3 s (ft)= 0 8 <br />s (ft)= 1.5 s (ft)= 0.9 s (ft)= 0.6 <br />The shaded central box represents the drawdown calculated from the <br />best estimates for aquifer parameters. <br />The text on 2.005.6-12 has been revised to include these <br />calculations and a discussion of drawdowns in the Trout Creek <br />sandstone. <br />C. Cyprus Empire has no information on the screened interval for <br />the Okie Plaza Well, and feels that this is not a significant item <br />based upon the planned abandonment of this well within the coming <br />six months. <br />III. Renewal Application Review <br />A. Reclamation Coat $atimate <br />1. Cyprus Empire has received the Division's 1993 Reclamation <br />Estimate of $3,202,822.00 and has submitted to the Division <br />increased bond coverage of the appropriate amount. <br />B. Hydrologic Balance (PHC Dpdate) <br />2. Figures 11B and 11C (Figures 3 and 4 AHR), illustrating water <br />