comprehensive site investigation and remediation objectives report

10233
V3 Boring Log Report
Boring Name: SM-GP-07
Station Type: soil sampling/temp well
Spartans' Square *07292 Jeff Paddock
5' to the east of the backdoor
1053169.00 1815843.00
State Plane (Illinois East), USFeet
615
1520 1540
1/28/2008 1/28/2008
Paramount
Geoprobe
6600 DT Truck 16 2 Bentonite
Keith/Bob
N/A
Depth (ft)
PID (ppm)
PP (tsf)
Depth (ft PID (ppm PP (tsf )
% Recovery
Well
Recove Well
Lithologic Description
Lithologic Description
Observations
Samples Samples
0
0
50
Asphalt- - ------
Fill- brown- sand and gravel------
No odor or visual
2
4
0
0
1
1
50
100
CL (Lean Clay)- light brown and gray-7.5 5/8 silty clay with little to some sand
and gravel-low plasticity-medium cons.-high cohesion-moist--brown mottling
with rust
Becomes less cohesive
and less plastic with
depth. Becomes sandier
with depth. No odor or
visual
6
0
1
100
GW (Well Graded Gravel)- light gray- f ractured weathered
dolomite----moist-poorly sorted-
No odor or visual
8
SW (Well Graded Sand)- light brown- well-rounded coarse sand-----poorly
sorted-
No odor or visual
4.5
100
10
4.5
100
SM-GP-07(10-12)
12
0
100
GW (Well Graded Gravel)- light gray- well-rounded coarse gravel interbedded
with f ractured dolomite----wet/saturated-poorly sorted-
No odor or visual
14
0
100
16
18
END OF BORING (FT):