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

~
TEST BORING REPORT Boring No. LH-8
_ Sheet No. 1 of 2
_
Project: Loveland Ready Mix Slurry Wall File No. 1177021-000
Start: April 9, 2007
Client: Compass Environmental
- Finish: April 11, 2007
__ Contractor: Dakota Drilling Driller: Jerry/Justin
Casin Sam
ler Barrel Dullin
E
ui
ment and Procedures LH Rep.: G. Snyder
g p g
q
p

Type
HS
S/C
-
Rig Make 8 Model: CME-55 Elevation: 4818.71
Datum: na
Inside Diameter (in.) -- 1 3/8.2 - Drill Method: 4 1/2" HSA location: See Borin
Plan
Hammer Weight (Ib.) 140 740 -- Bit Type: Cuffing Head Casing: None g
_
Hammer Fall (in.) 30 30 in. - HoisVHammer: Cat-Head Safety Hammer _
Water Level Data Sample Identifcation Notes
Date Time aased
Time eoaom
o(casin~ eolmm
of Hole Depm to
Water
CS Continuous C California Barrel
-
4/11I07 Onll none - 30.3 3.8 ft Sampler R Core -
- - - - - - S Split Spoon B Bulk -
G Geoprobe T Thin Wall Tube
a1 Lab orat o R esu lts
y E h T
~^ ~ Visual-Manual Identification and Description E e

m
~)~
;
a C
o c t` N
Z v ~ U
v
N
m
m

N ..

°

c

e

Vl

a
y
~ m m ti
m (Density/consistency, color, GROUP NAME, max. particle size, m -- ,~
W, ~
E ~ structure. odor, moisture, optional descriptions, geologic interpretation) ~ m ~ ~ m ° o m v

rn
3
g
(7
rn c
ii
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d
~
m
Brown, sandy lean clay from 0 ft. to 5 ft.
ae1 Z
-s 4 C-1 Medium stiff, brown, sandy lean CLAY with gravel (CL), mostly clay, some fine
4 12" sand, some coarse gravel, MPS= 1/2", no odor, moist, quartz, trace lignite.
-FINE ALLUVIUM-
oar
: Duller indicates change a[ 9 ft.

-10 20 S-2 SP: Dense, red brown, poorly graded SAND with gravel (SP), mostly fine sand, some
25 13" ~ coarse gravel, few clay, MPS= 712", no odor, wet.
50
:~ -COARSE ALLUVIUM-
a80
1s
- 50l S-3 .SR. SAME AS ABOVE,
"
:~. Except very dense, MPS= 3/4
.
480

-~0 19 S-a :gip: SAME AS ABOVE,
10 18" G Except dense. MPS=1"
U Very soft, light brown, sandy LAY i N (B- ), moderately weathered, no odor,
moist to wet, blocky, moderate oxidation.
-PIERRE SHALE-
- - Soft, light gray. sandy CLAYSTONE (BR), slightly weathered, no odor, moist to
4" a" wet, blocky.

0 4]9
Maxiumum particle size is determined by direct opservation whin the limitations or the sampler LH-8
B
i
N
or
ng
o.
NOTE: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc.