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Appendix G - Geotechnical Analysis - Chicago District - U.S. Army

Appendix G - Geotechnical Analysis - Chicago District - U.S. Army

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GEOTECHNICAL DESIGN APPENDIX<br />

APPENDIX G<br />

TABLE OF CONTENTS<br />

INTRODUCTION..............................................................................................................1<br />

PROJECT BACKGROUND ....................................................................................................1<br />

REGIONAL GEOLOGY ..................................................................................................3<br />

PHYSIOGRAPHY .................................................................................................................3<br />

BEDROCK GEOLOGY .........................................................................................................5<br />

SURFICIAL GEOLOGY ........................................................................................................6<br />

LOCAL GEOLOGY ..........................................................................................................8<br />

BEDROCK GEOLOGY .........................................................................................................8<br />

SURFICIAL GEOLOGY ........................................................................................................8<br />

Subsurface Investigations ............................................................................................9<br />

Structure Modifications: ............................................................................................10<br />

Reservoirs: ................................................................................................................. 11<br />

Levees: .......................................................................................................................12<br />

Structure Modification: ..............................................................................................14<br />

Dam Removal Sites: ..................................................................................................14<br />

DESIGN ANALYSIS ........................................................................................................15<br />

PURPOSE .........................................................................................................................15<br />

Lake Mary Anne Pump Station (FPCI01) – Plate 1 ...................................................15<br />

Bull Creek Reservoir (BCRS02) – Plate 2, 2a (removed from consideration) ..........15<br />

Aptakisic Creek Reservoir (ACRS08) – Plate 3 ........................................................18<br />

Campground Road Reservoir (DPRS15) – Plate 4 (removed from consideration) ...18<br />

DPLV09 Levee/Floodwall – Plate 5, 5a .....................................................................18<br />

DPLV04 Levee/Floodwall – Plate 8 ..........................................................................20<br />

DPLV05 Levee/Floodwall – Plate 9 ..........................................................................20<br />

Groveland Avenue Levee (DPLV01) – Plate 6, 6a ....................................................20<br />

Adler Park Levee (DPLV15) – Plate 7 (removed from consideration) ......................21<br />

SUMMARY AND CONCLUSIONS ...............................................................................23<br />

LEVEES AND FLOODWALLS .............................................................................................24<br />

RESERVOIRS ....................................................................................................................24<br />

REFERENCES .................................................................................................................25<br />

LIST OF TABLES<br />

Table 1. Surface Soils at Reservoir, Levee, and Pump Station Sites ................................. 9<br />

Table 2. Summary Table of Design Considerations ......................................................... 24<br />

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