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10280<br />

V3 Boring Log Report<br />

Spartans' Square *07292 Jeff Paddock<br />

1053128.16 1815867.29 615<br />

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

19<br />

Boring Name SM-GP-103<br />

soil sampling<br />

6' south of Chinese Buffet in asphalt<br />

parking lot<br />

1645 1730<br />

11/17/2008 11/17/2008 12<br />

6600 DT Truck 19 2<br />

12<br />

Bentonite<br />

OSE<br />

Geoprobe<br />

Ken/Mark<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 />

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

0<br />

2<br />

0<br />

10<br />

Fill- gray <strong>and</strong> brown- mixed s<strong>and</strong> <strong>and</strong> gravel-non-plastic--non-cohesive-moist--<br />

No odor or visual<br />

4<br />

0<br />

Fill- gray <strong>and</strong> brown- silty mottled clay with bricks <strong>and</strong> gravel-low plasticity--moderate<br />

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

6<br />

8<br />

0<br />

60<br />

ML (Silt)- light brown- silt with trace gravel-non-plastic--moderate cohesion-moist--<br />

0<br />

10<br />

0<br />

SW (Well Graded S<strong>and</strong>)- light gray- well graded s<strong>and</strong> interbedded with small gravel lenses,<br />

clay matrix-non-plastic--non-cohesive-moist--<br />

SM-GP-103(X-103)<br />

12<br />

0<br />

70<br />

14<br />

0<br />

16<br />

GW (Well Graded Grav el)- light gray- well graded grav el-non-plastic---wet/saturated--<br />

No odor or visual<br />

0<br />

80<br />

18<br />

0<br />

- - Ref usal at 19', Bedrock------<br />

END OF BORING (FT): 19

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