2008-11-26_PERMIT FILE - M2008080 ‎(10)‎

• Permit No: M2008080
• IBM Index Class Name: PERMIT FILE
• Doc Date: 11/26/2008
• Doc Name: Slope Stability- Appendix D
• From: Journey Ventures, LLC
• To: DRMS
• Media Type: D
• Archive: No

LOG OF BORING NO. 1
Page 1 of 1
CLIENT
Plumb Ridge, LLC
SITE Weld County Roads 58 & 51 PROJECT
Weld County, Colorado Todd Bean Gravel Stud
SAMPLES TESTS
DESCRIPTION > r
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TOPSOIL - 6 inches
3 CLAYEY SAND
light brown
5
POORLY GRADED SAND with GRAVEL
maximum gravel diameter -1 1/2"
10-

15 I

LEAN CLAY
d
k b
ar
rown
WELL GRADED GRAVEL with SAND 20
maximum gravel diameter - 2 112"

25

30

•

• `` 36 35
GW
RA
3---
WELL GRADED SAND with GRAVEL
maximum gravel diameter- 1"

-
40 Da b
42
POORLY GRADED GRAVEL with SAND
i
l
"
o h max
mum grave
diameter - 2112 4 IR RA 3-

0 5
-
'
C 47
-
. POORLY GRADED SAND
50
54

° POORLY GRADED GRAVEL with SAND 55
I 57 maximum gravel diameter - 3 1/2"
END OF BORING
The stratification lines represent the approximate boundary lines
between soil and rock types: in-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft BORING STARTED 2-21-08
WL Q 5 WD I
I BORING COMPLETED
-21-08
2
WL 1 rerracan RIG AP-1000 _
_
FOREMAN JSD
1NL LOGGED JRM JOB # 21085006
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