PERMFILE55325

• Permit No: C1980003
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: SOIL AND FOUNDATION INVESTIGATION FOR A PROPOSED RAILROAD SPUR ALIGNMENT
• Section_Exhibit Name: APPENDIX O
• Media Type: D
• Archive: No

•
CORE LOO
Job No. 15.450 Sheet I of ~
1
Project Reyden Oulch Location Sca. IIB+65
Oro untl Total Depth of
Mole B Elevation 643~~ De ptn 45 feet Overburden 6 feet
Angle from Bearing of Depth of Begun 11/8/77
Rorl zontal Ye rtlcal Angle Role NSA Va ter Table Nane Finished II/IO/77
GEOLOGIC LOG GRAPHIC LOG DISCOHTINOITY L04
Gep th and Elevation (Feet) 0 50 10
0 Test Results 0 Orouna Surface ~~~
Hole advanced through clay
soils and clays tone from I
0 [0 10} feet with 8-Inch ~
holies stem augers.
5 5
- --- Bedrock encouctered a[
6 feet. Casing set from '
0 tp 101 feet, hole cored ~.
using IIY dl arond bit from
10} [0 31} feet.
10 10
_____ I
•
1r 11
u
n
P
D
SD
0
n
T NOTES:
o VC ~ Yatar Can tent (Y):
OD ~ Ory Oensi ty (ocf);
+, - m Joint angle re Pe rented to core axis.
u
50
a Lora Semple tested. I ~
r.,
i ~°"~n~mm l+"`aA•#~i ~l'Sf~1.jry'~a~~Mt ~in i~~'yM9~F~r?f~Mn~Ndbid'1 ~~A~ ~~ VrtrRMM~~h~Y~yM-1
Iq4
Cla stone: Brown-gray mixed; thinly I
e ed, navi ly Jointed and fractured,
v - --- ID° Joint oxidized ~
oxidized to gypsiferaus below + 24 feet,
noncemen [ed to weak iy cemented 90 I
t 5 i 15 t
`
+' ----5° joint, oxldl zed
loo 4D
~' ---- 30° joint, oxidized
20 tlC~13.4 ~ 20
. DO.103.8 ----20° Jolnc, vlcl to
:. ~~ -_.--40° Joint, oxidl ud b7 t
: '
~ '
25
-- 70a Joint, gypsum 100
25
$0
Average 5-foot run 100 ml nutea. YC-13.0
DD~110
0 ~ - --- 4 o Joint, gypsum
---- 4go
Minimal drilling fluid loss. . ~ Joint, gypsum
Occasional loss of circulation. ~~r 67 0
Sj
;D s 30
6]
B
f 0
----
ottom o
core at (
31} feet
35 35

40 40
r
45 -45-- Bo[[om of Hole 45 feet