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comprehensive site investigation and remediation objectives report

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10233<br />

V3 Boring Log Report<br />

Spartans' Square *07292 Jeff Paddock<br />

1053169.00 1815843.00 615<br />

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

16<br />

Boring Name SM-GP-07<br />

soil sampling/temp well<br />

5' to the east of the laundromat<br />

backdoor<br />

1520 1540<br />

1/28/2008 1/28/2008 12<br />

6600 DT Truck 16 2<br />

9.6<br />

Bentonite<br />

Paramount<br />

Geoprobe<br />

Keith/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 />

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 />

4<br />

0<br />

0<br />

1<br />

1<br />

50<br />

100<br />

Fill- light brown <strong>and</strong> gray -7.5 5/8 silty clay with little to some s<strong>and</strong> <strong>and</strong><br />

grav el-low plasticity -medium cons.-high cohesion-moist--brown mottling with<br />

rust<br />

Becomes less cohesiv e<br />

<strong>and</strong> less plastic with<br />

depth. Becomes s<strong>and</strong>ier<br />

with depth. No odor or<br />

v isual<br />

6<br />

8<br />

0<br />

1<br />

100<br />

GW (Well Graded Gravel)- light gray - fractured weathered<br />

dolomite----moist-poorly sorted-<br />

SW (Well Graded S<strong>and</strong>)- light brown- well-rounded coarse s<strong>and</strong>-----poorly<br />

sorted-<br />

No odor or visual<br />

No odor or visual<br />

4.5<br />

100<br />

10<br />

4.5<br />

100<br />

SM-GP-07(10-12)<br />

12<br />

0<br />

100<br />

GW (Well Graded Gravel)- light gray- well-rounded coarse gravel interbedded<br />

with fractured dolomite----wet/saturated-poorly sorted-<br />

No odor or visual<br />

14<br />

0<br />

100<br />

16<br />

- - End of boring at 16'------<br />

18<br />

END OF BORING (FT): 16

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