FLOOD10377 ‎(2)‎

• County: Weld
• Community: Fort Collins
• Stream Name: Cache La Poudre River
• Title: Volume II - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave. - Table of Contents and Appendix G.1
• Date: 4/11/2006
• Prepared For: Fort Collins
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

.

"

.

.

Table 5.3
Table 5.4
Table 6.1
Table 6.2
Table 6.3
Table 6.4
Table 6.5
Table 7.1
Table 7.2
Table 7.3
Table 7.4
Table 7.5

VOLUME I - TABLE OF CONTENTS (Continued)

Duplicate and Corrected One-Foot Floodway Results .........................................5.7
Duplicate and Corrected Tenth-Foot Floodway Results.......................................5.9
Existing Condition Model Cross Section Adjustments ........................................6.3
Corrected and Existing FEMA Water Surface Profiles ........................................6.4
Corrected and Existing One-Foot Floodway Results............................................ 6.7
Existing Tenth-Foot Floodway Encroachment Station Adjustments....................6.6
Corrected and Existing Tenth-Foot Floodway Results.........................................6.9
Hydraulic Design ofthe Oxbow Levee; Required and As-Built Profile ..............7.2
Existing and Revised FEMA Water Surface Profiles ...........................................7.5
Revised One-Foot Floodway Encroachment Station Adjustments.......................7.7
Existing and Revised One-Foot Floodway Results .............................................. 7.8
Existing and Revised Tenth-Foot Floodway Results..........................................7.10

LIST OF APPENDICES

Appendix A: Cache La Poudre River Hydrology
Appendix B: Topography & Assorted Backup Information

Appendix B.l: Effective Condition

Appendix B.l.l: 1999 LOMR
Appendix B.I.2: 1996 FIS
Appendix B.I.3: 2005 Removal Action LOMR
Appendix B.l.4: COFC Tenth-Foot Floodway Data Tables (Ayers 2001 & ACE 2005)
Appendix B.l.5: Elevation Certificates

Appendix B.2: Corrected Effective

Appendix B.2.1: LOMA Case # 01-08-153A
Appendix B.2.2: LOMA Case # 02-08-485A
Appendix B.2.3 LOMA Case # 05-08-0658A

Appendix B.3

Existing Condition

Appendix B.3.1: Existing Oxbow Topography
Appendix B.3.2: Centerline Survey Information

Appendix B.4: Revised Condition

Appendix B.4.1:
Appendix B.4.2:
Appendix B.4.3:
Appendix BA.4:

As-Built Certified Topography
As-Built Construction Plans
Geotech Design Report and Compaction Data
Interior Drainage Analysis -
Existing and Proposed Calculations

111

ANdERSON CONsulTiNG ENGiNEERS, INC.

COFC2003.l0 FINAL LOMR TOC.doc