Alternative Evaluation Report
Replacement of Upper Batavia Dam
Kane County, Illinois
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The file is 19 megs in size and includes the Table of Contents, Background,
Design Objectives, Fish Passage Criteria, Recreation, Planning,
Concept Development, Dam Removal, Project Alternatives and Alternate Evaluation
sections. The Appendices can be downloaded
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TABLE OF CONTENTS
INTRODUCTION
Summary
Location
Figure 1: Vicinity Map
Project History
Figure 2: Location of Dams Along Fox River
Figure 3: 1946 Aerial Photograph
Figure 4: 1998 Aerial Photograph
BACKGROUND
Site Conditions
Previous Studies
Figure 5: Bathtub Spillway
Figure 6: Rock Dam
Figure 7: 2-sided spillway or Modified Ogee
Spillway Hydrology
Figure 8: Location of Gaging Stations
Figure 9: Percent Exceedence Curve
Table 1: Design Flows
Table 2: Dam Surface Elevations
Water Quality
Dangers with Dams
Figure 10: Cross Section of Ogee Crest Dam
Figure 11: Upstream Flip
Figure 12: Stepped Dam
Sediment and Dams
Figure 13: 1939 Aerial Photograph
Figure 14: 1970 Aerial Photograph
Figure 15: 1981 Aerial Photograpt
Approach
DESIGN OBJECTIVES
FISH PASSAGE CRITERIA
Fisheries Data
Figure 16: Number of Species of Fish Found
in the Upstream and Downstream Reaches
Figure 17: Index of Biotic Integrity
Figure 18: Harvestable Sport Fish
Figure 19: Number of Channel Catfish
Figure 20: Number of Smallmouth Bass
Figure 21: Habitat Assessment QHEI
Table 3: Fish Swimming Speeds
Table 4: Typical Spawning and Migration Patterns
Fish Passage Criteria
Figure 22: Slope and Cost vs. Fish Passage Velocity for a
Roughened Channel at Batavia, Illinois
Table 5: Fish Passage Criteria
Table 6: Target Species
Conclusions
RECREATION
River-Based Recreation
Motorized Craft
Canoe/Kayak
Whitewater Canoe/Kayak
Slalom
Rodeo
Open Deck Canoe
Recreation on Depot Pond
Land-Based Recreation
PLANNING
Impact of Planning Considerations
CONCEPT DEVELOPMENT
Concept A - Natural Whitewater Rapid
Figure 23: Natural Whitewater Rapid
Figure 24: Artist's Conception of Farad Dam Replacement
Concept B - Whitewater Bypass Channel
Figure 25: Whitewater Bypass Channel
Figure 26: Confluence Park in Denver, CO
Concept C - Off -River Channel
Figure 27: Off-river Channel
Figure 28: Off-River Channel in Nottingham, England
Concept D - Dam Lowering/Removal
Figure 29a: Edwards Dam on the Kennebec RiverPrior to Removal
Figure 29b: Edwards Dam on the Kennebec River After Removal
DAM REMOVAL
Sediment
Figure 30: Soil Boring Results Just Upstream of Dam
Figure 31: Sediment Volume Calculation
PROJECT ALTERNATIVES
Alternative 1 - Full-Width Whitewater Rapid
Figure 32: Artist's Rendering of Alternative 1
Figure 33: Comparison of Difficulty and Gradient for Various
River and Man-Made Whitewater Courses
Alternative 2 - River-Right Whitewater Bypass
Alternative 3 - Whitewater Course Through the Cut
Alternative 4 - Small Whitewater Rapid with Depot Pond
Figure 34: Milwaukee River, Wisconsin,Woolen Mills Dam Removal
Figure 35: Cross-section of a Channel Showing the Hydrologic or
Bankfull Floodplain and the Entire Floodplain
Alternative 4a - Riffle/Pool River Restoration with Depot Pond
Figure 36: Artist's Rendering of Alternative 4,a
Figure 37: Channel Restoration/Enhancement
Figure 38: Dam Removal
Figure 39: Aerial Photo from the Early 1970s
Figure 40: Looking Downstream from the Overbank Area
Figure 41: Stabilized Overbank Area
Figure 42: Riffle and Pool
Figure 43: Photograph of Impervious Jetty Made of "Faux" Rock
on the South Platte River, Denver, CO
Figure 44: Toe Protection on the South Plafte River, Denver, CO
Alternative 5 - Whitewater Rapid Through Town Center
ALTERNATIVE EVALUATION
Design Objectives
Table 7: Fish Passage Evaluation Summary Matrix
Cost Evaluation
Table 8: Statement of Probable Costs
Qualitative Evaluation
Figure 45: Whitewater Recreational Quality
Figure 46: Open Deck Canoeing Recreational Quality
Figure 47: Aquatic Habitat Quality
Table 9: Alternative Ranking
Table 10: Sample Matrix
Alternative Selection and Modeling
SUMMARY
DRAWINGS
REFERENCES
APPENDIX A - Hydraulic Model
APPENDIX B - Fish Species List
APPENDIX C - Boring Results
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