2018-07-02_PERMIT FILE - M2017013

• Permit No: M2017013
• IBM Index Class Name: Permit File
• Doc Date: 7/2/2018
• Doc Name Note: RE: Comment Dated 6/8/2018
• Doc Name: Adequacy Review Response #2
• From: Todd Creek Village
• To: DRMS
• Email Name: JLE
• Media Type: D
• Archive: No

TABLE OF CONTENTS
Page No.
INTRODUCTION.......................................................................................................................................I
EXPLORATION AND TESTING PROCEDURES................................................................................2
SUBSURFACECONDITIONS.................................................................................................................3
GROUNDWATER CONDITIONS ..........................................................................................................5
GREOLOGYREVIEW.............................................................................................................................6
ANALYSIS AND RECOMMENDATIONS ............................................................................................7
Moisture Density Relationship-Standard Proctor Density .................................................................7
DirectShear Test Results ..............................................._...................................................................8
Laboratory Falling Head Permeability Test Results...........................................................................9
Evaluation of Existing Dam Alignment and Proposed Modifications ...............................................9
SlopeStability Analysis .................................................... .............................................................. 10
General Geotechnical Considerations............................................................................................... 13
Earthen Liner/Wetted Perimeter Improvements............................................................................. 13
GENERALCOMMENTS........................................................................................................................12
APPENDIX A
Site Photographs
Figure Nos. 1 through 3: Test Boring Location Diagrams
General Notes
APPENDIX B
Log of Borings—Nos. 1 through 17
APPENDIX C
Standard Proctor Densitv Test Results
Atterberg Limits/Soil Classification Test Results
Direct Shear Test Results
Falling Head Penneability Test Results
Filter Criteria—Grain-Size Distribution Analyses
APPENDIX D—Slope Stability Analyses
Steady State— Design Criteria and Diagram
Rapid Dra«down— Design Criteria and Diagram
End of Construction— Design Criteria and Diagram
Seismic—Design Criteria and Diagram