PERMFILE55390

• Permit No: C1984065
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: core logs
• Section_Exhibit Name: Appendix 3.3-2 Drill Log Info Part 2
• Media Type: D
• Archive: No

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c[[[ La
Jai No. 25.999/ fMet ~ ~ o! 3
froJact Storm Ki np Mines locntlw Coal slurry dam on centerline
[roved Total Myth o}
Mola DH r5 [lawtlon 5970 feet Dyth 146.9 feet OwrOurdan 4 leer
Mgla from 90, Maritq of ___ Myth of 27 (eet Mqun P-21-F3
Norlaonul Myla Ibla Wtu TaEla finlshad ~~•
G[OLOGIC LOC [MIMIC LOC OIGCOIfTIW ITT LOG = [QD7
{ MWVer
Gravel: (LC), brown, sandy, clayey, [alto and [larwtlw (Iwt) 0
cobbles, slightly moist. O Tw[ [aaulta O I .1 I
Clay: (CC), gray brwn, stl(/, LLWJJJJJJ
sandstone fragments, moist.
Veat he red Shale: blue, gray,
mode ra[ely hard, moderately cell S 2$/12 S
cemented: closely spaced fractures.
Shale. Siltstone: medium arav. 10 50/0 _ l0
dark arav, hard, well cemented.
moderately to widely spaced joints: 'i
masse ve, indistinct beds, dipping
at approximately 45°-90°, trace
oy.ite, talc i[e in matrix,
e ((ervescent. 1S 50/3 15
Inancos Shale)
20

5

[=269 20
----- Joint, 55°, open
97/97
Joint, 35°, ooen
15 _ Joint, 55 ,open
TD _2.Q_ Joint, 60°. ooen 100/100 .~ _
___ Joint, 30°, healed, calcite
filled
- Joint, 40°, ooen _ -~
TS SS
---- Joint, 600, ooen -
100/100 ;.-•
___ Join[. 50°, ooen -
~0 b
Joint, 50°. wavev, clayey

~5 -S
-- Joint. 9°, waver, calcite 100/lp
filletl ~_
a
`o
m

N
SO
qD

S 1
~ ::Oii is 3. y Orive Sample p Core Sample Te st etl
~ I. Angles of joints are measuretl from core axis. ^ Packer Permeabi iity
~
_ n
. Test Zone
2. ROO (ROOM Quality Designation) is arcentc ge
O o` core 4 inches or larger in each core r
n 4. Ib le advanced f: om svr(ace to 19.0 feet with
- Core breakage only along bedding or joints
is 4 inch tliame[e~ so:id stem auger.
vt ilixd in calculation of POD.