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comprehensive site investigation and remediation objectives report

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10331<br />

V3 Boring Log Report<br />

Spartans' Square *07292 Jeff Paddock<br />

16<br />

Boring Name SM-GP-108<br />

soil sampling/temp well<br />

South of former mexican restuarant<br />

1053181.43 1815845.16 615<br />

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

815 900<br />

11/19/2008 11/19/2008 11<br />

6600 DT Truck 16 2<br />

11<br />

Bentonite<br />

OSE<br />

Geoprobe<br />

Ken/Mark<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 />

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

0<br />

1.5<br />

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

bricks-non-plastic--non-cohesive-moist--clay content increases with depth<br />

No odor or visual<br />

2<br />

4<br />

0<br />

3<br />

40<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 />

SM-GP-108(X-108A)<br />

0<br />

2<br />

6<br />

8<br />

0<br />

80<br />

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

matrix-non-plastic--non-cohesive-moist--clay content decreases with depth<br />

No odor or visual<br />

0<br />

10<br />

3.1<br />

CL (Lean Clay )- gray- silty clay with trace s<strong>and</strong> <strong>and</strong> gravel-high<br />

plasticity ---moist--<br />

SM-GP-108(X-108B)<br />

12<br />

0.38<br />

7<br />

90<br />

14<br />

GW (Well Graded Gravel)- light gray - well graded<br />

grav el-non-plastic---wet/saturated--<br />

No odor or visual<br />

16<br />

- - Ref usal at 16', Bedrock------<br />

18<br />

END OF BORING (FT): 16

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