comprehensive site investigation and remediation objectives report

10233
V3 Boring Log Report
Spartans' Square *07292 Jeff Paddock
1053149.23 1815883.19 615
State Plane (Illinois East), USFeet
12
Boring Name SM-GP-110
soil sampling/well
In laundromat, located between
second row of washers
730 845
11/18/2008 11/18/2008 11
6600 DT Truck 12 2
11
Bentonite
Johnson Probing
Geoprobe
Erik
Depth (ft)
PID (ppm)
PP (tsf)
% Recovery
Well
Depth (ft) PID (ppm) PP (tsf) % Recov eryWell
Lithologic Description
Lithologic Description
Observ ations
Observ ations
Samples
0
Concrete- - ------
0
Fill- gray and brown- mixed sand and grav el with
bricks-non-plastic--non-cohesive-moist--clay content increases with depth
No odor or visual
2
2.7
1
90
SM-GP-110(X-110A)
0
3
Fill- gray and brown- silty mottled clay with bricks and grav el-low
plasticity --moderate cohesion-moist--brown mottling, becomes rusty with
depth
4
0
1
6
0
GC (Clay ey Grav el)- light brown- clay ey grav el, well
graded-non-plastic--non-cohesiv e-moist--
90
8
0
10
0
SW (Well Graded Sand)- light brown- fine to medium sand with
grav el-non-plastic--non-cohesiv e-moist--
SM-GP-110(X-110B)
20
0
GW (Well Graded Gravel)- light gray - well graded
grav el-non-plastic---wet/saturated--
No odor or visual
12
- - Ref usal at 12'------
END OF BORING (FT): 12