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comprehensive site investigation and remediation objectives report

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10285<br />

V3 Boring Log Report<br />

Spartans' Square *07292 Jeff Paddock<br />

1054868.00 1814330.00 615<br />

State Plane (Illinois East), USFeet<br />

14<br />

Boring Name SM-GP-16<br />

soil sampling/temp well<br />

Northeast corner of building in front<br />

of Subway<br />

1210 1245<br />

4/11/2008 4/11/2008 11<br />

6600 DT Truck 14 2<br />

11<br />

Bentonite<br />

Paramount<br />

Geoprobe<br />

Rob/Bob<br />

Depth (ft)<br />

PID (ppm)<br />

PP (tsf)<br />

% Recovery<br />

Well<br />

Depth (ft) PID (ppm) PP (tsf) % Recov eryWell<br />

Lithologic Description<br />

Lithologic Description<br />

Observ ations<br />

Observ ations<br />

Samples<br />

0<br />

2<br />

0<br />

80<br />

Asphalt- - ------<br />

Fill- gray <strong>and</strong> brown- silty mottled clay with bricks <strong>and</strong> grav el-low<br />

plasticity --moderate cohesion-moist--brown mottling, becomes rusty with<br />

depth<br />

No odor or visual<br />

0<br />

4<br />

80<br />

4<br />

ML (Silt)- gray <strong>and</strong> brown- silt with trace<br />

s<strong>and</strong>-non-plastic--non-cohesiv e-moist--brown mottling<br />

No odor or visual<br />

0<br />

1.5<br />

80<br />

6<br />

0<br />

4<br />

80<br />

CL (Lean Clay)- gray <strong>and</strong> brown- silty clay with little s<strong>and</strong>-low<br />

plasticity --moderate cohesion-moist--brown mottling, becomes rusty with<br />

depth<br />

No odor or visual<br />

8<br />

10<br />

0<br />

80<br />

GW (Well Graded Gravel)- brown- sub-angular dolomite grav el with<br />

s<strong>and</strong>-non-plastic-loose-non-cohesiv e-wet/saturated-poorly sorted-<br />

No odor or visual<br />

0<br />

80<br />

12<br />

0<br />

4<br />

80<br />

GC (Clay ey Grav el)- gray - silty clay interbedded with 1-4 s<strong>and</strong> <strong>and</strong> grav el<br />

lenses-low plasticity ---wet/saturated-poorly sorted-<br />

14<br />

- - Ref usal at 14'------<br />

16<br />

18<br />

END OF BORING (FT): 14

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