PERMFILE121316

• Permit No: C1982056
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: EXHIBIT 39 MINE INFLOW ESTIMATES
• Media Type: D
• Archive: No

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Getty Task 2
Page 9
hfarch 1, 1983

Table 1
Aquifer Test Results
Hole Hydraulic Storage
Number Conductivity Coefficient
(ft/day) •
001-Fhf-1(S) 0.39
008-77-58 0.495
008-79-6 0.455 .0000112
006-62-48A 0.032
006-82-48B 0.09
006-82-74A 0.278 .00077
006-82-74H 0.035 •
006-82-74C 0.618 .001
001-SW-7 0.401 .0003
006-80-1 0.02
021-82-47A 0.076 .000013
021-81-12 0.001 .00000029
021-81-26 0.008 .00046
A table of me asnred piezome tr is head elevations was presented is the Task
1 report (Table 3-1, Task 1 Report). These values were used to construct a
poteatiometric map, Figure 1, for the overburden aquifer. It wss assumed that
this distribution of piezometric head represents the steady state conditions
for the aquifer sad values of initial head for the numerical model were taken
from Figure 1.
The computer program also requires the aquifer recharge/discharge amounts
and locations. Although the amount of recharge and discharge from the •
overburden squifer sre not known, Figure 1 provides insight into the location