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comprehensive site investigation and remediation objectives report

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10242<br />

V3 Boring Log Report<br />

Spartans' Square *07292 Jeff Paddock<br />

8<br />

Boring Name SM-GP-11<br />

soil sampling<br />

Adjacent to central hydraulic lift<br />

1054593.00 1814132.00 615<br />

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

845 900<br />

4/11/2008 4/11/2008 5<br />

6600 DT Truck 8 2<br />

5<br />

Bentonite<br />

Paramount<br />

Geoprobe<br />

Rob/Bob<br />

Depth (ft)<br />

PID (ppm)<br />

Depth (ft) PID (ppm)<br />

PP (tsf)<br />

% Recovery .<br />

PP (tsf)% Recovery .<br />

Lithologic Description<br />

Lithologic Description<br />

Observ ations<br />

Observ ations<br />

Samples<br />

0<br />

0<br />

50<br />

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

Fill- brown- s<strong>and</strong> <strong>and</strong> grav el------<br />

No odor or visual<br />

2<br />

0<br />

50<br />

GW (Well Graded Grav el)- reddish brown- sub-angular grav el with some<br />

clay --loose--moist-poorly sorted-<br />

No odor or visual<br />

4<br />

0<br />

50<br />

6<br />

ML (Silt)- olive gray - s<strong>and</strong>y silt-non-plastic--low cohesion-wet/saturated--<br />

No odor or visual<br />

8<br />

0<br />

1.5<br />

50<br />

OL (Organic Clay /Silt - nonplastic)- oliv e gray- clayey silt---low cohesion-moist--<br />

- - End of Boring at 8'------<br />

No odor or visual<br />

SM-GP-11(6-8)<br />

10<br />

12<br />

14<br />

16<br />

18<br />

END OF BORING (FT): 8

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