comprehensive site investigation and remediation objectives report

10258
V3 Boring Log Report
Spartans' Square *07292 Jeff Paddock
18
Boring Name SM-MW-02
soil sampling/well
15' south of laundromat entrance
1053166.98 1815836.28 615
State Plane (Illinois East), USFeet
1500 1730
4/27/2009 4/27/2009 9
6600 DT Truck 18 2
9
Bentonite
OSE
Geoprobe
Jim/Mark
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
0.01
5
Asphalt- - ------
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
4
20
Fill- gray and brown- silty mottled clay with bricks and grav el-low
plasticity --moderate cohesion-moist--brown mottling, becomes rusty with
depth
0
6
50
GW (Well Graded Gravel)- gray- angular dolomite grav el with sand
matrix-non-plastic--non-cohesive-moist--clay content decreases with depth
No odor or visual
8
10
2.29
6
CL (Lean Clay )- gray- sandy clay with gravel-moderate plasticity--moderate
cohesion---
10.4
12
14
0.09
6
60
GW (Well Graded Gravel)- gray- angular dolomite grav el with sand
matrix-non-plastic--non-cohesive-moist--clay content decreases with depth
No odor or visual
0
16
0
50
18
CL (Lean Clay )- gray- sandy clay with gravel-moderate plasticity--moderate
cohesion---
- - Ref usal at 18', Bedrock------
END OF BORING (FT): 18