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