Laserfiche WebLink
Table 2.1 Flood Hydrology [FEMA 1982] 2.1 <br />Table 3.1 Comparison of 100 -Year Water Surface Elevation for the Effective, Duplicate Effective <br />Corrected Effective and Existing Conditions 3.5 <br />Table 4.1 Results of Hydraulic Analysis of Berm A Spillway with NAG P550 TRM 4.3 <br />Table 5.1 Comparison of 100 -Year Water Surface Elevation for Corrected Effective, Existing and <br />Proposed Conditions 5.2 <br />Table 5.2 Berm A Spillway Rating Curve With and Without Tailwater I Pit #1 5.6 <br />Figure 1.1 Vicinity Map 1.2 <br />Figure 1.2 Site Map 1.3 <br />Figure 2.1 Peak Annual Discharge 1949 - 2009 2.2 <br />Figure 2.2 Arkansas River at Lamar Total Annual Discharge Volume 1949 - 2009 2.3 <br />Figure 2.3 Arkansas River at Lamar Annual Flow Duration Curves 2.3 <br />Figure 2.4 Arkansas River May 1996 Hydrograph 2.4 <br />Figure 2.5 Arkansas River August 1997 Hydrograph 2.5 <br />Figure 3.1 Effective and Duplicate Effective Cross Section Location Map 3.2 <br />Figure 3.2 Cross Section Location Map Existing Conditions 3.4 <br />Figure 3.3 1977 and 2005 Aerial Photo Comparison 3.7 <br />Figure 3.4 Channel and Overbank Profile of Corrected Effective and Existing Conditions 3.8 <br />Figure 3.5 South East Property Line Berm F Profiles of Corrected Effective and Existing Conditions 3.9 <br />Figure 5.1 Channel and Overbank Profile of Corrected Effective, Existing, and Proposed Conditions 5.3 <br />Figure 5.2 Berm F Profile of Corrected Effective, Existing, and Proposed Conditions 5.4 <br />Figure 5.3 Arkansas River at Lamar Annual Flow Duration through Berm A Spillway 5.5 <br />Figure 5.4 May 1996 Hydrograph of Total Arkansas River and Proposed Berm A Spillway Discharge 5.6 <br />Figure 5.5 August 1997 Hydrograph of Total Arkansas River and Proposed Berm A <br />Spillway Discharge 5.7 <br />Figure 5.6 Pit #1 Stage vs Volume Rating Curve 5.7 <br />Figure 5.7 May 1996 Hydrograph of Proposed Berm A Discharge and Pit #1 Volume 5.8 <br />Figure 5.8 August 1997 Hydrograph of Proposed Berm A Discharge and Pit #1 Volume 5.9 <br />Appendix A: <br />Appendix B: <br />B.1 Northbound Structure <br />B.2 Southbound Structure <br />TABLE OF CONTENTS (Continued) <br />LIST OF FIGURES <br />LIST OF TABLES <br />LIST OF APPENDICES <br />Arkansas River Realignment Hydraulic Analysis [WRC 1987] <br />Highway 50 Bridge As -Built Drawings <br />Appendix C: Flood Mitigation and Reclamation Plan Construction Drawings <br />COVALCOO1_Phase 11 Report_082211.docx 11 ANdERSON CONSULTING ENGINEERS, INC. <br />