comprehensive site investigation and remediation objectives report

10361
V3 Boring Log Report
Spartans' Square *07292 Jeff Paddock
1053207.27 1815775.19 615
State Plane (Illinois East), USFeet
15
Boring Name SM-GP-118
soil sampling
45' south of southwest corner of
building
1245 1400
11/19/2008 11/19/2008 10
6600 DT Truck 15 2
10
Bentonite
OSE
Geoprobe
Ken/Mark
Depth (ft)
PID (ppm)
Depth (ft) PID (ppm)
PP (tsf)
% Recovery .
PP (tsf)% Recovery .
Lithologic Description
Lithologic Description
Observ ations
Observ ations
Samples
0
Asphalt- - ------
0
Fill- gray and brown- mixed sand and gravel with
bricks-non-plastic--non-cohesiv e-moist--clay content increases with depth
No odor or visual
2
0
3
50
Fill- gray and brown- silty mottled clay with bricks and gravel-low plasticity--moderate
cohesion-moist--brown mottling, becomes rusty with depth
SM-GP-118(X-118A)
4
0
SC (Clayey Sand)- light brown- clayey sand interbedded with clay ey
grav el-non-plastic--low cohesion-moist--
No odor or visual
6
8
0
90
GC (Clayey Grav el)- reddish gravel- clay ey gravel, well
graded-non-plastic--non-cohesiv e-moist--
0
CL (Lean Clay )- gray - sandy clay with gravel-moderate plasticity --moderate cohesion---
SM-GP-118(X-118B)
10
12
0
0
50
GW (Well Graded Grav el)- gray - angular dolomite grav el with clay
matrix-non-plastic--non-cohesive-moist--clay content decreases with depth
No odor or visual
14
0
SW (Well Graded Sand)- gray - f ine to medium sand with
grav el-non-plastic--non-cohesiv e-moist--
No odor or visual
- - Ref usal at 15', Bedrock------
16
18
END OF BORING (FT): 15