2007-10-31_REVISION - M2006080 ‎(2)‎

• Permit No: M2006080
• IBM Index Class Name: Revision
• Doc Date: 10/31/2007
• Doc Name: Submittal
• From: WSI
• To: DRMS
• Type & Sequence: TR1
• Media Type: D
• Archive: No

.._ ~
CORE BORING REPORT Boring No. LHP-3
__ Sheet No.l oft
Project: Loveland Ready Nlix Slurry Wall File No. 707021-000
- ~ Start: April 17, 2007
- Client: Compass Environmental Finish: April 19, 2007
is
Contractor: Dakota Drilling Driller. ,josh/Blake
_
Casing Sampler Barrel Dollin
E
ui
ment and Procedures LH Rep.: G. Snyder
g
q
p

Type
HSA
"
S/C
NO
Rig Make & Model: CME-56 Elevation: 4824.09
Datum: na
Inside Diameter (inJ 4.25 1 3/8, 2 - Drill Mud: Water Location: See Boring Plan
Hammer Weight (IbJ - - - Bit Type: Cutting Head N; .-
Hammer Fall (in.) -- 30 in. - HoisUHammer: Cat-Head Safety Hammer E: --
Water Level Data Sample Identification Notes
Date Time Elapsed Bottom Botto m Deplh to
Time (hr.) of casing of do le Water U Undisturbed Sam
le R Core
4H 9/07 - - - 34 3.7ft p
- - - - - - S Split Spoon B Bulk
T Thin Wall Tube G Geoprobe
a a d ~ ~ ? t Visual-Manual Identification and Description
~
p N~ ~~ N y ~ Q v NU N
m rn >
~ m c
..., o. > ~
~ ~ .°-'ut (Soil: Density/consistency, color, GROUP NAME, max. particle size,
W E m ~ ~ °5' i° ~ structure, odor, moisture, optional descriptions, geologic interpretation
' m m ~ o c rn Rock: hartlness, color, weathering, lithology, texture, joint spacing) 3
~ o
. ~ Ligh[ brown, sandy lean clay 0 k. to 5
-FINE ALLUVIUM-
aezo
s
- C-1 1" 2 ~ Very loose, light brown clayey SAND (SC), mosty fine grained sand, Borne clay, no odor,
1 moist.
-COARSE ALLUVIUM-

401$ -
n ---------------------'-------------------------

o ~.~ Driller indicates change at 9 R
t S-2 6" 2 Medium dense, red brown, poorly graded GRAVEL with sand (GP), mostly coarse gravel,
5 ~ ~ some fine sand, MPs= 1.5", no odor, wet, quartz.
10 ~
Da
:.~0 -COARSE ALLUVIUM-
De
~O
~a
4810 ~O
O
1s n
5-3 18" 15 ~ SAME AS ABOVE.
36 a Except dense, MPs= 1"
15 0
~
~n
~O
~a
~O
4805 Qa

zo ~O
S-4 78" 6 SAME AS ABOVE.
21 ~ ~~ Except some moderately oxidized quartz.
2D Od
Driller indicates bedrock at 22 k.
Very sok, slightly to moderately weathered, light gray, CLAYSTONE (BR), very tine grained;
close to moderately spaced horizontal joints, tight to partly open, slightly rough, slightly
4aoo weathered, planar, no inflling.
zs -PIERRE SHALE-
NOTES: Soil itlentification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. LhIP-3
BOring NO
~4taximum particle srze (MPS) is determined by direct obsenreticn within the limitations of the sampler. .