1993-01-20_REVISION - M1988112 ‎(11)‎

• Permit No: M1988112
• IBM Index Class Name: Revision
• Doc Date: 1/20/1993
• Doc Name: FIGURE 4
• Type & Sequence: TR8
• Media Type: M
• Archive: No

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Permit Number '"'( 1 "t ('�._
Cla s ❑Pe n
Section /Exhibit
Class: C�Revision >
Class: ❑ Report O Hydro General
Doc Type:
200.0 400.0 600.0 800.0 1000.0 1200.0 1400.0 1600.0 1800.0 2000.0
Distance Long ltudlnal to Ground Water Flow (Ft)
- _— ._ —__— ___.Bond_.
DApplipation (Coal only) ❑good ❑Enforcement ❑Inspection
JOHN C. HALEPASKA Alit) ASSOCIATES, INC
LEGEND
Porostty = 0.20
Poroelty = 0.25
(base case)
Porostty = 0.35
No to e: 1) Constant source strength of 2.5 * /day
for 20 years.
2) Monitoring wells ore shown at the
max lmum transverse dletance from
any hypothet Loa plume.
3) Only outer detectable limps of the
hypo that tool plume are shown.
4) Long ltud final distance measured from
southwest corner of collection pond.
0 0 0 1 3 1 9 6
POROSITY SENSITIVITY
ANALYSIS
T = 20 years
PROJECT NO. 5284 FIG.4