2014-04-22_REVISION - M2000041

• Permit No: M2000041
• IBM Index Class Name: REVISION
• Doc Date: 4/22/2014
• Doc Name: Response to January 13, 2014 letter AM01
• From: John Sliman
• To: Fremont Paving & RediMix, Inc.
• Type & Sequence: AM1
• Email Name: TC1
• Email Name: TAK
• Media Type: D
• Archive: No

Lean CLAY (CL), brown, moist, stiff to firm.
1
2
3
4
67
%// 1
7 % " Poorly Graded SAND (SP), red -brown to
8 brown, saturated, with scattered cobbles.
9 '
)
10
12 -"
13
14
164
17
18
19- ' {
Gravel and cobbles from 20' to 21'.
21
i; 22
s:
23.1_
24 :.)$3} Gravel and cobbles from 23.5' to 25'.
N ; �S
25 !
7
Q
'A
K L E I N F E L D E R
Drafted Sy: S. Hyskelt Project Number:
Date: August, 2007 84173
:WTILZu NUKx QZY, Inc tuu;
BORING LOG
Southwest Farms
SE of Highway 50 and Highway 231
Pueblo County, Colorado
B-4
Page 1 of 2
Date Started:
5114/2007
Locabon:
See Baring Location Plan
Date Completed_
5114/2007
Groundwater (ft):
initial f): 6.5 feet while drifting.
Drilling Company:
GDl Drilling Equipment:
Diedrich D-90
Logged By:
L. Frank
Auger Diameter (in):
4" Drilling Method:
Solid Stem Auger
Hammer Type
Automatic
FIELD
LABORATORY
DESCRIP71ON
`
rn
E
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c
i'
°
E
aXr
om
m
c a�i
r
Surface Condition: Grass
o
U
—�
in m
S
:2
a
"
•m oI
:°
cif
C7
`°m
sn
.
a�
n
y
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00
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_
Lean CLAY (CL), brown, moist, stiff to firm.
1
2
3
4
67
%// 1
7 % " Poorly Graded SAND (SP), red -brown to
8 brown, saturated, with scattered cobbles.
9 '
)
10
12 -"
13
14
164
17
18
19- ' {
Gravel and cobbles from 20' to 21'.
21
i; 22
s:
23.1_
24 :.)$3} Gravel and cobbles from 23.5' to 25'.
N ; �S
25 !
7
Q
'A
K L E I N F E L D E R
Drafted Sy: S. Hyskelt Project Number:
Date: August, 2007 84173
:WTILZu NUKx QZY, Inc tuu;
BORING LOG
Southwest Farms
SE of Highway 50 and Highway 231
Pueblo County, Colorado
B-4
Page 1 of 2