Conditional Letter of Map Revision Information
What is a CLOMR?
What is a CLOMR
A Conditional Letter of Map Revision, or CLOMR, is FEMA’s comment on a proposed project that would affect the hydrologic or hydraulic characteristics of a flooding source.
A CLOMR does not revise the current National Flood Insurance Program map (NFIP). It just outlines whether the project, if built as proposed, would be recognized by FEMA.
Building permits cannot be issued based on a CLOMR, because a CLOMR does not change the NFIP map.
Once a project has been completed, the community must request a revision to the Flood Insurance Rate Map (FIRM) to reflect the project. “As-built” certification and other data must be submitted to support the revision request.
Does this affect my flood insurance?
No, not yet. The FM Area Diversion Project is a federal project that will provide certifiable flood protection for hundreds of thousands of people in the Fargo and Moorhead area.
The Project is being designed to prevent impacts from a 100-year flood event. Once built, it will remove the mandatory requirement of having flood insurance for thousands of people, once the Project is complete and FEMA agrees that flood protection is certified.
Receiving a CLOMR is the first step in certifying property is protected from a 100- year event.
What happens after a CLOMR?
The FM Area Diversion Project started construction in March of 2017. It is estimated to be operational in 2026. Once it’s ready to operate, the Flood Diversion Board of Authority will ask FEMA to look at their flood map and lift the insurance requirement because the Project provides certifiable protection. The requirement can be lifted with a Letter of Map Revision or LOMR.
Community Concurrence Documents
- Community Concurrence Documents
- Overview & Concurrence Form
- Berlin Township-Overview & Concurrence Form
- Cass County-Overview & Concurrence Form
- City of Argusville-Overview & Concurrence Form
- City of Briarwood-Overview & Concurrence Form
- City of Christine-Overview & Concurrence Form
- City of Comstock-Overview & Concurrence Form
- City of Fargo-Overview & Concurrence Form
- City of Frontier-Overview & Concurrence Form
- City of Harwood-Overview & Concurrence Form
- City of Horace-Overview & Concurrence Form
- City of Moorhead-Overview & Concurrence Form
- City of North River-Overview & Concurrence Form
- City of Oxbow-Overview & Concurrence Form
- City of Prairie Rose-Overview & Concurrence Form
- City of Reiles Acrs-Overview & Concurrence Form
- City of West Fargo-Overview & Concurrence Form
- City of Wolverton-Overview & Concurrence Form
- Clay County-Overview & Concurrence Form
- Eagle Township-Overview & Concurrence Form
- Gardner Township-Overview & Concurrence Form
- Harwood Township-Overview & Concurrence Form
- Mapleton Township-Overview & Concurrence Form
- Pleasant Township-Overview & Concurrence Form
- Raymond Township-Overview & Concurrence Form
- Reed Township-Overview & Concurrence Form
- Richland County-Overview & Concurrence Form
- Stanley Township-Overview & Concurrence Form
- Walcott Township-Overview & Concurrence Form
- Warren Township-Overview & Concurrence Form
- Wilkin County-Overview & Concurrence Form
- Wiser Township-Overview & Concurrence Form
- Levees and EMBs
- Diversion Channel and LFC
- Signed Vegetation
- Bridge Reassessment
- Approach Env. Mitigation
- Undulating Berm Coordination
- Utility Relocation Requirements
- Outlet to Maple Alignment Report
- Maple to Sheyenne Alignment
- Signed Survey Standards
- Native Vegetation
- Sponsor Constructed Features
- OHB Utility Relocation
- Sheyenne to Red Alignment
- OHB Levee Landscape Golf Course
- FMM Drain 30 Safety
- Final Technical Cert of Design Doc P&S for SCF
- Seismic Information
- Soil Exploration Section Locations
- Boring Logs CPT Soundings
- Testing Results
- Selected Parameters
- In-Town Levees Stratigraphy
- Preliminary In-Town Levee Analysis
- Revised In-Town Levee Analysis
- Diversion Analysis Phase 2
- Diversion Stratigraphy
- Mn Div P3 Results
- ND Div P4 Results
- Uplift
- Instrumentation
- Review
- Geotechnical Engineering
- Volume 2 Phase 4 Cover
- Volume 3 Phase 4 Cover
- Volume 4 Phase 4 Cover
- Executive Summary
- Hydraulics Existing Conditions Revised
- Hydraulic Structures
- Phase 4 Rev 2011.4.19
- Hydraulics with Project 4/11/11
- All Exhibits
- Civil 4/11/11
- 1b_EOE
- Bridge Structures 2.28.11
- 1c_HEC
- Appendix A-2
- Appendix A-3
- Appendix A-4a
- Appendix A-4b
- Fargo Moorhead General Report
- SEA 2019
- SEA Sept 2013
- Appendix A-Project Alignment
- Appendix B-In-Town Levees
- Appendix C-Oxbow Hickson Bakke Ring Levee
- Appendix D-Hydraulics and Hydrology
- Appendix E-Public Comments
- Appendix F- Comments and Responses
- Attachment 1-404(b)(1)
- Attachment 2-Programmatic Agreement
- Attachment 3-FONSI
- Supplemental Environmental Assessment
- MNDNR FINAL EIS November 2018
- Record of Decision December 2018
- Final Report and Appendices PFSAA Combined_20121010
- Governors Task Force Final Report
- TaskOrder14_WRR_I29_MicrositingTM_Final_2014_7_29
Diversion Inlet
- Amendments
- DDR
- DDR_FMM_Diversion_Inlet
- DDR_FMM_Diversion_Inlet_App_G_Mech_Att_LPD_GATE_HOIST_DRAWINGS
- DDR_FMM_Diversion_Inlet_App_N_Engineering_Considerations_w_Attach
- DDR_FMM_Diversion_Inlet_Appendix_C_hydrolics_20160503
- DDR_FMM_Diversion_Inlet_Appendix_Geotechnical
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_1
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_10
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_2
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_3
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_4
- DDR_FMM_DIversion_Inlet_Appendix_D_Geotechnical_Att_5
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_6
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_7
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_8
- DDR_FMM_Diversion_Inlet_Appendix_D_Geotechnical_Att_9
- DDR_FMM_Diversion_Inlet_Appendix_D_E_Civil
- DDR_FMM_Diversion_Inlet_Appendix_F_Stuctural
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment14
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment15
- DDR_FMM_Diversion_inlet_Appendix_F_Structural_02_26_16_Attachment2
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment3
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment4
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment5
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment6
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment7
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment8
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment1
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment10
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment15
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment5
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment11
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment12
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment13
- DDR_FMM_Diversion_Inlet_Appendix_F_Structural_02_26_16_Attachment9
- DDR_FMM_Diversion_Inlet_Appendix_G_Mechanical_4_15_16
- DDR_FMM_Diversion_Inlet_Appendix_G_Mechanical_Att_1_Lookout_Point_DDR
- DDR_FMM_Diversion_Inlet_Appendix_H_Electrical
- DDR_FMM_Diversion_Appendix_I_Architectural
- DDR_FMM_Diversion_Inlet_Appendix_K_Environmental_w_Attach
- DDR_FMM_Diversion_Inlet_Appendix_L_Quality_Control_w_Attach
- DDR_FMM_Diversion_Inlet_Appendix_M_MFRs_and_GMs_w_Attach
- Amended Plans Sheets
- Amendment_0002_CS308_FULL_AMEND0002
- Amendment_0002_CS308_HALF_AMEND0002
- Amendment_0002_S-002_FULL_AMEND0002
- Amendment_0002_S-002_HALF_AMEND0002
- W912ES-16-R-0002_CS304_FULL_AMEND0003
- W912ES-16-R-0002_CS304_HALF_AMEND0003
- W912ES-16-R-0002_CS505_FULL_AMEND0003
- W912ES-16-R-0002_CS505_HALF_AMEND0003
- W912ES-16-R-0002_G-101_FULL_AMEND0006
- W912ES-16-R-0002_G-101_HALF_AMEND0006
- W912ES-16-R-0002_PLANS_FULL_AMEND0004
- W912ES-16-R-0002_PLANS_HALF_AMEND0004
- W912ES-16-R-0002_PLANS_FULL_AMEND0005
- W912ES-16-R-0002_PLANS_HALF_AMEND0005
- W912ES-16-R-0002_FullSize
- W912ES-16-R-0002_HalfSize
- Bridge
- DDR Bridge Channel Reaches
- FMMDR1B
- Channel
- DDR
- 98Backcheck_DDR_FMM_R1_Appendix_C_HH_140912
- Apndx_C_Attach01_AdH
- Apndx_C_Attach02_AWD-005_LocalDrainage_2012-12-18
- Apndx_C_Attach03_AppA – Field Investigation Notes
- Apndx_C_Attach03_AppB – Field Investigation Results
- Apndx_C_Attach03_AppC – Current Conditions Discharge-Duration Curves
- Apndx_C_Attach03_AppD – Historic Conditions Discharge-Duration Curves
- Apndx_C_Attach03_AppE – Future Conditions Discharge-Duration Curves
- Apndx_C_Attach03_AppF – Current Conditions Elevation-Duration Curves
- Apndx_C_Attach03_AppG – Historic Conditions Elevation-Duration Curves
- Apndx_C_Attach03_AppH – Future Conditions Elevation-Duration Curves
- Apndx_C_Attach03_AppI – Specific Gage Records
- Apndx_C_Attach03_AppJ – Level II Rosgen Worksheets
- Apndx_C_Attach03_AppK – Level III Rosgen Worksheets
- Apndx_C_Attach03_AppL – Historic Cross Section Comparisons
- Apndx_C_Attach03_AppM – Future Conditions Hydrology Curves (FCP Alignment)
- Apndx_C_Attach03_AppN – Future Conditions Hydrology Curves (LPP Alignment)
- Apndx_C_Attach03_AppO – Monitoring Cross Section Endpoints
- Apndx_C_Attach03_AppP – SIAM Analysis
- Apndx_C_Attach03_AppR – Independent Review Comments and Comment Responses
- Apndx_C_Attach03_AppS – Incipient Bank Overtopping Analysis
- Apndx_C_Attach03_GeomorphologyReport
- Apndx_C_Attach04_AWD-001_MeanderBeltWidth_2012-07-31
- Apndx_C_Attach05_DRAFT_SedimentTransportForDiversions_Report_Jul2012
- DDR_FMM_R1_2013-07-15
- DDR_FMM_R1_Appendix_D_Geo_Report_Combined
- DDR_FMM_R1_Appendix_E_Civil_07-16-2013
- DDR_FMM_R1_Appendix_F_Str_w_Append_2013-07-15
- DDR_FMM_R1_Appendix_K_Environmental_2013-07-16 w Attach
- DDR_FMM_R1_Appendix_L_Quality_Control
- DDR_FMM_R1_Appendix_M_MFRs_and_GMs w Attach
- DDR_FMM_R1_Appendix_N_Engineering_Considerations-20130716
- Thumbs
- General Geotech Report
- FMM_General_Geo_Attach_01_Seismic_Information_20120224
- FMM_General_Geo_Attach_02_Soil_Expl_Atl_20120224
- FMM_General_Geo_Attach_03_Soil_Expl_ND_Div_20120513
- FMM_General_Geo_Attach_04_Instrumentation_20130513
- FMM_General_Geo_Attach_05_PED_Undistrubed_20130513
- FMM_General_Geo_Attach_06_Selected_Parameters_20130513
- FMM_General_Geo_Attach_07_Seepage_Calibration_20120427
- FMM_General_Geo_Attach_08_Num_Modeling_Report_20130124
- FMM_General_Geo_Attach_09_FSS_Testing_Report_20130124
- FMM_General_Geo_Attach_10_CPT_Nkt_Determination_20130513
- FMM_General_Geo_Report_REV5_20130513
- PLANS
- ROW
- SPECS
- DDR
Channel
- DDR
- PLANS
- ROWS
- SPECS
Bridge Channel
- DDR All Bridge Channel Reaches
- FMMDR3
- Bridge
- DDR All Bridge Channel Reaches
- FMMDR4B
- Channel
- DDR
- DDR_FMM_R4
- DDR_FMM_R4_AppendixD1_Geo_20121114
- DDR_FMM_R4_Appendix_C_HH
- DDR_FMM_R4_Appendix_C_HH_GeomorphologyReport_Attachment01
- DDR_FMM_R4_Appendix_C_HH_MeanderBeltWidthAnalysis_Attachment02
- DDR_FMM_R4_Appendix_E_Civil_20131114
- DDR_FMM_R4_Appendix_F_Structural_w_attachments
- DDR_FMM_R4_Appendix_K_Attachment_K-1_Planting Plan_20131114_97%ATR
- DDR_FMM_R4_Appendix_K_Attachment_K-2_20131114_ATR_97%
- DDR_FMM_R4_Appendix_K_Env_20131114_ATR_97%
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-1
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-10
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-11
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-12
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-13
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-14
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-15
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-16
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-2
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-3
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-4
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-5
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-6
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-7
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-8
- DDR_FMM_R4_Appendix_L_Quality Control_Attachment_L-9
- DDR_FMM_R4_Appendix_L_Quality_Control
- DDR_FMM_R4_Appendix_M_MFRs_andGMs_Attach_M8_Part_1
- DDR_FMM_R4_Appendix_M_MFRs_andGMs_Attach_M8_Part_2
- DDR_FMM_R4_Appendix_M_MFRs_and_GMs_w_Attach
- DDR_FMM_R4_Appendix_N_Engineering Considerations
- DDR_FMM_RR_Appendix_D2_Geo2013_11_14
- Plans
- ROW
- SPECS
- DDR
- Bridge
- DDR All Bridge Channel Reaches
- FMMDR5B
- Channel
- DDR
- VOL1_VOL3
- FTS_DDR_FMM_R5_Appendix_C_HH_141022
- FTS_DDR_FMM_R5_Appendix_D1_Geo_Rpt_20140930
- FTS_DDR_FMM_R5_Appendix_E_Civil_141022
- FTS_DDR_FMM_R5_Appendix_K_Enviro_141022
- FTS_DDR_FMM_R5_Appendix_L_Quality_Control_141022
- FTS_DDR_FMM_R5_Appendix_M_MFRs_andGMs_20140925
- FTS_DDR_FMM_R5_Appendix_N_Engineering_Considerations_141022
- FTS_DDR_FMM_R5_Appendix_O_Quantities_141023
- FTS_DDR_FMM_Reach_5_141022
- VOL2
- Thumbs
- VOL1_VOL3
- PLANS
- ROW
- SPECS
- DDR
-
- Bridge Channel
- FMMDR6 DDR 95pct Appendix C
- FMMDR6 DDR 95pct Appendix D
- FMMDR6 DDR 95pct Appendix E
- FMMDR6 DDR 95pct Appendix F
- FMMDR6 DDR 95pct Appendix K
- FMMDR6 DDR 95pct Appendix M
- FMMDR6 DDR 95pct
- FMMDR6 DDR 95pct_Full_w_appendices
- FMMDR6 PLANS Channel 95pct Half-Size
- FMMDR6 PLANS Real Estate 95pct Half-Size
- FMMDR6 Specs 95pct
- FMMDR6B_ROAD&BRIDGE_PLANS_95%_3-27-15
- Railroad 90 Percent Submittal
- Bridge Channel
- Maple River Aqueduct
- Channel
- DDR
- PER_ATR_FMM_R7_2015-06-12
- PER_ATR_FMM_R7_Appendix_C_HH_150612
- PER_ATR_FMM_R7_Appendix_D_Geo_20150612
- PER_ATR_FMM_R7_Appendix_E_Civil
- PER_ATR_FMM_R7_Appendix_F_Structures
- PER_ATR_FMM_R7_Appendix_K_Environmental
- PER_ATR_FMM_R7_Appendix_L_Quality_Control
- PER_ATR_FMM_R7_Appendix_M_Attachments
- PER_ATR_FMM_R7_Appendix_M_MFRs_and_GMs
- PLANS
- DDR
- Channel
- Reach 19_CH16_17
- Reach 19-Bridge
- WP28_PLANS_Vol-2A_Channel_CR_16-17-BridgeRoad_BCOE_2016-0610
- WP28_PLANS_Vol-2B_Road-Bridge_CR_16-17-BridgeRoad_BCOE_2016-0610
- WP28_PLANS_Vol-2C_Real-Estate_CR_16-17-BridgeRoad_BOCE_2016-0610
- WP28_RPT_DDR_Appendix-C_CR_16-17-BridgeRoad_BCOE_Hydraulics_2016-0610
- WP28_RPT_DDR_Appendix-D_CR_16-17-BridgeRoad_BCOE_Geotech_2016-0610
- WP28_RPT_DDR_Appendix-E_CR_16-17-BridgeRoad_BCOE_CivilSite_20160610
- WP28_RPT_DDR_Appendix-F_CR_16-17-BridgeRoad_BCOE_Structures_2016-0610
- WP28_RPT_DDR_Appendix-M_CR_16-17-BridgeRoad_BCOE_MFRs_GMs_2016-0610
- WP28_RPT_DDR_CR_16-17-BridgeRoad_BCOE_2016-0610
- WP28_SPECS_vol-1A_CR_16-17-BridgeRoad_BCOE_2016-0610
- Reach 19-Bridge
- WP-43A
- DDR
- Plans and Specs
- FMM43A_ChangeOrderNo1_2014-06-12_DigitalStamp
- FMM43A_ChangeOrderNo2_2014-08-15_DigitalStamp
- FMM43A_ContractAwardDoc_and_ChOrNo1_2014-06-12_DigitalStamp
- FMM43D3A_Gatewell_PVD_and_Surcharge_Installation_DigitalStamp
- FMM43D3A_Gatewell_PVD_and_Surcharge_Installation_SPECS_Publish_2014_07_22
- Phase_WP-43A_04-14-14
- Phase_WP-43A_Revised_Drawings_AddendaNo1
- Phase_WP-43A_Specs_04-14-14
- Revision List – Change Order No.1
- WP-43B
- DDR
- WP-43B-PLANS-V1_95pct_FTR_2015-0202
- WP-43B-PLANS-V2_95pct_FTR_2015_0202
- WP-43B-RPT_95pct_DDR_Appendix_C_H_H_140826
- WP-43B-RPT_95pct_DDR_Appendix_D_Geo_20141114
- WP-43B-RPT_95pct_DDR_Appendix_E_Civil_141114
- WP-43B-RPT_95pct_DDR_Appendix_K_Environmental_141114
- WP-43B_RPT_95pct_DDR_Appendix_L_Quality_Control_141114
- WP-43B-RPT_95pct_DDR_Appendix_M_MFRs_and_GMs_141114
- WP-43B_RPT_95pct_FTR_2015-0202
- WP-43B-RPT_95pct_SPECS_20141114
- DDR
- WP-43CD
- DDR
- FMM43CD_BCOE_DDR_Vol1_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_C_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_D_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_E_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_M_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_N_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Attachments_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixD_Geo_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixE_Civil_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixF_Structural_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixG_Mechanical_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_Appendixl_Architectural_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_Attachments_2017-05-05
- Plans and Specs
- DDR
- WP-43CD
- DDR
- FMM43CD_BCOE_DDR_Vol1_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_C_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_D_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_E_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_M_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Appendix_N_2017-05-05
- FMM43CD_BCOE_DDR_Vol1_Attachments_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixD_Geotech_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixE_Civil_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixF_Structural_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_AppendixG_Mechanical_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_Appendixl_Architectural_2017-05-05
- FMMWP43D_BCOE_DDR_Vol2_Attachments_2017-05-05
- Plans and Specs
- DDR
- WP-43D.5
- WP-43E.2.A
- WP-43E.2.B
- WP-43E.2.C
- WP-43E.2.D
- WP-43E.2.E
- WP-43E.2.F
- WP_43D
- FMM43D_BCOE_DDR
- Plans and Specs
- FMM43D_95%_ROAD_RAISE_PLANS_2015-02-13
- Notes
- Figures 1_7_RS37ft_Technical Memorandum 201080711
- Plan B River Stage 37′ Memo 20180711
- 2nd Street Downtown
- WP42A1_A3
- FARGO 4th Street Levee Spec CONFORMED SET PDF Binder 11-17-14
- FMM42A1_A3_Final_DDR_20140725
- FMM42A1_A3_Final_DDR_Attachments2_20140725
- FMM_4th Street Levee and PS Contract Award Plans 11-17-14
- FMM_4th Street Levee and PS Contract Award Plans 11-17-14
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix C_H&H_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix D_GEOTECH_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix M_MFR_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix F_STRUCTURAL_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix_E_CIVIL_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix_G_MECHANICAL_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix_H_ELECTRICAL_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_Final_Appendix_I_ARCHITECTURAL_20140725
- FMM_DDR_WP43A1_A3 4th St. S. PS_FW_FInal_Appendix_N_ENG CONSIDERATIONS_20140725
- WP-42A1-A3-BID-SPECS_20140806-Published
- WP42A2
- FARGO 2nd Street PS_CONTRACT AWARD Plans_20141009
- FARGO 2nd Street PS_CONTRACT AWARD Specs_20141009
- FMM_DDR_42A2_2nd Street N PS_FINAL_Appendix C_H&H_20140822
- FMM_DDR_42A2_2nd Street N PS_FINAL_Appendix D_Geotechnical_20140822
- FMM_DDR_42A2_2nd Street N PS_FINAL_Appendix E_CIVIL SITE_20140822
- FMM_DDR_42A2_2nd Street N PS_Final_Appendix F_STRUCTURAL_20140822
- FMM_DDR_42A2_2nd Street N PS_FINAL_Appendix G_MECHANICAL_FINAL_20140822
- FMM_DDR_42A2_2nd Street N PS_FINAL_Appendix H_ELECTRICAL_20140822
- FMM_DDR_42A2_2nd Street N_PS_FINAL_Appendix I_ARCHITECTURAL_20140822
- FMM_DDR42A2_2nd Street N PS_Final_Appendix M_MFR_20140822
- FMM_DDR_42A2_2nd Street N PS_FINAL_Appendix N_ENGR CONSIDER_20140822
- FMM_DDR_42A2_2nd Street North PS_Final_DDR_20140822
- FMM_DDR_42A2_2nd Street North PS_Final_DDR_Attachments_20140822
- WP-42A2-2nd-ST-LEVEE-BID-SPECS_2014-08
- WP42E
- Appendix F_Structural
- Appendix G
- Appendix H
- FMM_DDR_100%_WP42E_2nd St S_Main Ave_Appendix C_H&H_20180115
- FMM_DDR_100%_WP42E_2nd St S_Main Ave_Appendix D_Geotech_20180223
- FMM_DDR_95%_WP42E_2nd St S_Main Ave_Appendix M_MFR_20180115
- FMM_DDR_WP42E_10%_2nd St S_Main Ave_Appendix E_Civil_20180223
- WP42E_HMG_FINAL_DDR
- WP42E_PLANS_CONFORMED-SET_Vol-2_2StS-MainAve-FloodControl
- WP42E_SPECS_CONFORMED-SET_Vol-1A_2StS-MainAve-FloodControl
- WP42E_SPECS_CONFORMED-SET_Vol-1B_2StS-MainAve-FloodControl
- WP42F1N
- FMM_DDR_WP42F1-North_2nd St N FW_95%_Appendix E_Civil_20151009
- FMM_DDR_WP42F1-North_2nd St N FW_Final_Appendix C_H&H_20160304
- FMM_DDR_WP42F1-North_2nd St N FW_FINAL_Appendix D_Geotech_20160304
- FMM_DDR_WP42F1-North_2nd St N FW_Final_Appendix E_Civil_20160304
- FMM_DDR_WP42F1-North_2nd St N FW_Final_Appendix F_Structural_20160304
- FMM_DDR_WP42F1-North_2nd St N FW_Final_Appendix M_MFR_20160304
- FMM_DDR_WP42F1-North_2nd St N FW_Final_Attachments_20160304
- WP42F.1_North HMG Report 20160304
- WP42F1N_Vol1A_Specs_Flood Ctrl 2nd St N_Contract AWARD SET
- WP42F1N_Vol1B_Specs_Flood Ctrl 2nd St N_CONTRACT AWARD SET
- WP42F1N_Vol2_Plans_Flood_Ctrl_2nd_St_N_CONTRACT_AWARD_SET
- WP42F1S
- FMM_DDR_WP42F1-South_2nd St N FW_Final_Appendix C_H&H_201506112
- FMM_DDR_WP42F1-South_2nd St N FW_Final_Appendix D_Geotech_20150605
- FMM_DDR_WP42F1-South_2nd St N FW_Appendix E_Civil_20150605
- FMM_DDR_WP42F1-South_2nd St N FW_Final_Appendix F_Structural_20150612
- FMM_DDR_WP42F1-South St N FW_Final_Appendix M_MFR_20150605
- FMM_DDR_WP42F1-South_2nd St N FW_Final_DDR Report_20150612
- WP42F.1.S CONTRACT AWARD PLANS 8-13-15
- WP42F.1.S_Volume_1A_Flood Control 2nd St. N, South of PS_CONTRACT_AWARD-COMBINED
- WP42F.1S_Volume_1B_Flood Control 2nd St N, South of PS_CONTRACT_AWARD
- WP42F2
- FMM_DDR_WP42F2_2nd St S_Final_Appendix F_Structural_20160506
- FMM_DDR_WP42F2_2nd St S_Final_Appendix C_H&H_20160511
- FMM_DDR_WP42F2_2nd St S_Final_Appendix D_Geotech_20160506
- FMM_DDR_WP42F2_2nd St S_Final_Appendix E_Civil_20160506
- FMM_DDR_WP42F2_2nd St S_Final_Appendix M_MFR_20160506
- FMM_DDR_WP42F2_2nd St S_Final_Attachments_20160506
- WP42F2 CONTRACT AWARD PLANS
- WP42F2 HMG Final Report 20160506
- WP42F2S_Vol1A_FloodControl2nd-StS_ContractAwardSet
- WP42_35%
- Appendix A
- Appendix B
- Appendix C
- Appendix D
- Appendix E
- Appendix F
- Appendix G
- Appendix H
- Appendix I
- Appendix J
- Appendix K
- Appendix L
- Final TM 35percent – 7-10-2013
- WP42A1_A3
- 4th Street
- 50th Ave. S. LOMR Submittal
- EL Zagal LOMR
- Online LOMR-20170831
- 0-Cover Letter FEMA_Signed
- 1-MT-2 Form 1_Signed
- 1A-MT-2 Form Narrative
- 1B-Project Location Map
- 1C-FIRM 38017C0593G
- 1D-FIRM 38017C0594G
- 2-MT-2 Form 2
- 2A-RAS-PLOT FIRM Profile Panels
- 2B-Technical Memorandum_Signed
- 2C-Certified Topographic Work Map
- 2D-HEC-RAS Models
- 2E-GIS Map Package
- 3-MT-2 Form 3_Signed
- 3A-Supplement to MT-2 Form 3
- 3B-Phase 1 Record Drawings
- 3C-Phase 2 Record Drawings
- 3D-Phase 1 Interior Flood Control Report
- 3E-Phase 2 Interior Flood Control Report
- 3F-Geotechnical Report
- 3G-Operations and Maintenance Manual
- Responses
- 2018-01-17 Online Submittal to FEMA
- Online LOMR-20170831
- Flow Through Town Report_20120716
- Appendix A-Residual Flood Stage Inundation Maps – COMPLETE
- Appendix B-Hydraulic Evaluation Results – COMPLETE
- Appendix C-Operation and Maintenance Background Data – COMPLETE
- Appendix D-HTRW Review – COMPLETE
- Appendix E-Conceptual Mitigation Plans – COMPLETE
- Appendix F-Conceptual Mitigation Opinion of Probable Costs – COMPLETE
- Appendix G-Project Schedule – COMPLETE
- FINAL REPORT_2012_07_18
- Horn Park LOMR
- Mickelson LOMR Submittal
- Moorhead Country Club LOMR
- Ridgewood VA LOMR
- Levee Certification Submittal
- Levee Certification Submittal_Additional Data
- Interior Draingage
- MODEL_082614.ISDB
- Map
- Notes
- Outfall
- Base
- Pump
- Base
- Relate
- Scenario
- Select
- Soil
- Subcatch
- Base
- ALINK.DBF
- ALINK.MDX
- ANNO.DBF
- ANNO.MDX
- ANNODATA.DBF
- ANNODATA.MDX
- ANODE.DBF
- ANODE.MDX
- AQUIFER.DBF
- AQUIFER.MDX
- AQUIFSET.DBF
- AQUIFSET.MDX
- AREALDEP.DBF
- AREALDEP.MDX
- BUILDUP.DBF
- BUILDUP.MDX
- CBLINK.DBF
- CBLINK.MDX
- CBNODE.DBF
- CBNODE.MDX
- CLIMATE.DBF
- CLIMATE.MDX
- CONDUIT.DBF
- CONDUIT.MDX
- CONHYD.DBF
- CONHYD.MDX
- CONOUT.DBF
- CONOUT.MDX
- CONQUAL.DBF
- CONQUAL.MDX
- CONSET.DBF
- CONSET.MDX
- CONTOUR.DBF
- CONTOUR.MDX
- COVERAGE.DBF
- COVERAGE.MDX
- COVERSET.DBF
- COVERSET.MDX
- CTRDATA.DBF
- CTRDATA.MDX
- CTRLSET.DBF
- CTRLSET.MDX
- CURVE.DBF
- CURVE.MDX
- CURVESET.DBF
- CURVESET.MDX
- CUVDATA.DBF
- CUVDATA.MDX
- DIVHYD.DBF
- DIVHYD.MDX
- DIVIDER.DBF
- DIVIDER.MDX
- DIVSET.DBF
- DIVSET.MDX
- DMLINK.DBF
- DMLINK.MDX
- DMNODE.DBF
- DMNODE.MDX
- DWF.DBF
- DWF.MDX
- DWFSET.DBF
- DWFSET.MDX
- EVAPORAT.DBF
- EVAPORAT.MDX
- FDMDATA.DBF
- FDMDATA.MDX
- FDSDATA.DBF
- FDSDATA.MDX
- FILEOPT.DBF
- FILEOPT.MDX
- FLDMAP.DBF
- FLDMAP.MDX
- FLDSET.DBF
- FLDSET.MDX
- GDWATER.DBF
- GDWATER.MDX
- GISFDATA.DBF
- GISFDATA.MDX
- GISGATE.DBF
- GISGATE.MDX
- GWSET.DBF
- GWSET.MDX
- HYDGHSET.DBF
- HYDGHSET.MDX
- HYDRDATA.DBF
- HYDRADATA.MDX
- HYDROGRH.DBF
- HYDROGRH.MDX
- IFLOWSET.DBF
- IFLOWSET.MDX
- INFILSET.DBF
- INFILSET.MDX
- INFILTRA.DBF
- INFILTRA.MDX
- INFLOW.DBF
- INFLOW.MDX
- INLETHYD.DBF
- INLERHYD.MDX
- JCTHYD.DBF
- JCTHYD.MDX
- JCTOUT.DBF
- JCTOUT.MDX
- JCTSET.DBF
- JCTSET.MDX
- JUNCTION.DBF
- JUNCTION.MDX
- LANDUSE.DBF
- LANDUSE.MDX
- LIDCTRL.DBF
- LIDCTRL.MDX
- LIDSET.DBF
- LIDSET.MDX
- LINK.DBF
- LINK.MDX
- LINKCAL.DBF
- LINKCAL.MDX
- LINKNOTE.DBF
- LINKNOTE.MDX
- LKCTRL.DBF
- LKCTRL.MDX
- LKHLINKS.DBF
- LKHLINKS.MDX
- LKSTATUS.DBF
- LKSTATUS.MDX
- LOADING.DBF
- LOADING.MDX
- LUCOEFF.DBF
- LUCOEFF.MDX
- LUSET.DBF
- LUSET.MDX
- MRRULE.DBF
- MRRULE.MDX
- MRWARN.DBF
- MRWARN.MDX
- NAMEVIEW.DBF
- NDHLINKS.DBF
- NDHLINKS.MDX
- NODE.DBF
- NODE.MDX
- NODECAL.DBF
- NODECAL.MDX
- NODENOTE.DBF
- NODENOTE.MDX
- OFALLHYD.DBF
- OFALLHYD.MDX
- OFALLOUT.DBF
- OFALLOUT.MDX
- OFALLSET.DBF
- OFALLSET.MDX
- OLETHYD.DBF
- OLETHYD.MDX
- OLETSET.DBF
- OLETSET.MDX
- ORIFHYD.DBF
- ORIFHYD.MDX
- ORIFICE.DBF
- ORIFICE.MDX
- ORIFOUT.DBF
- ORIFOUT.MDX
- ORISET.DBF
- ORISET.MDX
- OUTFALL.DBF
- OUTFALL.MDX
- OUTLET.DBF
- OUTLET.MDX
- PATNDATA.DBF
- PATNADATA.MDX
- PATNSET.DBF
- PATNSET.MDX
- PATTERN.DBF
- PATTERN.MDX
- POLLUSET.DBF
- POLLUSET.MDX
- POLLUTNT.DBF
- POLLUTNT.MDX
- POLYGON.DBF
- POLYGON.MDX
- POLYREG.DBF
- PUMP.DBF
- PUMP.MDX
- PUMPEFF.DBF
- PUMPEFF.MDX
- PUMPHYD.DBF
- PUMPHYD.MDX
- PUMPOUT.DBF
- PUMPOUT.MDX
- PUMPRATE.DBF
- PUMPRATE.MDX
- PUMPSET.DBF
- PUMPSET.MDX
- Project.ini
- QRYSET.DBF
- QRYSET.MDX
- QSETDATA.DBF
- QSETDATA.MDX
- QUALSET.DBF
- QUALSET.MDX
- QUERY.DBF
- QUERY.MDX
- RAINGAGE.DBF
- RAINGAGE.MDX
- RDII.DBF
- RDII.MDX
- RDIIRSET.DBF
- RDIIRSET.MDX
- RELATE.DBF
- RELATE.MDX
- REPORT.DBF
- REPORT.MDX
- RGAGESET.DBF
- RGAGESET.MDX
- RPTDATA.DBF
- RPTDATA.MDX
- RULE.DBF
- RULE.MDX
- RULESET.DBF
- RULESET.MDX
- RULKACTF.DBF
- RULKACTF.MDX
- RULKACTT.DBF
- RULKACTT.MDX
- RULOGIC.DBF
- RULOGIC.MDX
- RUNOPT.DBF
- RUNOPT.MDX
- SCENARIO.DBF
- SCENARIO.MDX
- SD_IC.DBF
- SD_IC.MDX
- SELSET.DBF
- SELSET.MDX
- SNOWPACK.DBF
- SNOWPACK.MDX
- SNOWSET.DBF
- SNOWSET.MDX
- SOIL.DBF
- SOIL.MDX
- SOILSET.DBF
- SOILSET.MDX
- STATUSET.DBF
- STATUSET.MDX
- STORAGE.DBF
- STORAGE.MDX
- STORHYD.DBF
- STORHYD.MDX
- STOROUT.DBF
- STOROUT.MDX
- STORSET.DBF
- STORSET.MDX
- SUBCATCH.DBF
- SUBCATCH.MDX
- SUBHYD.DBF
- SUBHYD.MDX
- SUBLID.DBF
- SUBLID.MDX
- SUBLIDSET.DBF
- SUBLIDSET.MDX
- SUBOUT.DBF
- SUBOUT.MDX
- SUBSET.DBF
- SUBSET.MDX
- Settings.dat
- TIME.DBF
- TIME.MDX
- TIMESERI.DBF
- TIMESERI.MDX
- TRANDATA.DBF
- TRANDATA.MDX
- TRANSECT.DBF
- TRANSECT.MDX
- TREATMNT.DBF
- TREATMNT.MDX
- TREATSET.DBF
- TREATSET.MDX
- TSDATA.DBF
- TSDATA.MDX
- TSSET.DBF
- TSSET.MDX
- VERTEX.DBF
- VERTEX.MDX
- WASHOFF.DBF
- WASHOFF.MDX
- WEIR.DBF
- WEIR.MDX
- WEIRHYD.DBF
- WEIRHYD.MDX
- WEIRSET.DBF
- WEIRSET.MDX
- WINDSPD.DBF
- WINDSPD.MDX
- WQOPT.DBF
- MODEL1_082614.OUT
- SCENARIO
- Project.ini
- Model1-082614.mxd
- MODEL_082614.ISDB
- Interior Draingage
- Woodlawn Park LOMR
- Figures 1_7_RS37ft_Technical Memorandum 201080711
- Plan B River Stage 37′ Memo 20180711
- Final Report and Appendices PFSAA Combined_20121010
- FinalTFreport
- TaskOrder14_WRR_I29_MicrositingTM_Final_2014_7_29
- WP30_USACE_WRRCS_95pct
- WP30_95pct_FTR_WRRS_14Jan19
- WP30_PLAN_95pct_FTR_WRCS_FTR-ATR_PLANS
- WP30_RPT_95pct_FTR_WRRS_AppF-Attach02_Control_Building_Calcs
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach01_Approach_Apron_Calcs
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach03_Control_Structure_and_Pile_Design_REV1
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach04_Crane_Pad_Design
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach05_Dam_Wall_Bridge_Calcs
- WP30_RPT_95pct_FTR_WRRS_APPF_Attach06_Dewatering_Girder_and_Panel_Calcs
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach07_Dogging_Device_and_Platforms
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach08_Mechanical_Platform_Design
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach09_Tainter_Gate_Anch_and_Access_Gallery_and_Misc_Calc
- WP30_RPT_95pct_FTR_WRRS_AppF_Attach10_Vehicle_Service_Bridge
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure1_14JAN19
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_C_Hyrdaulics-14JAN19
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_D_Geotech_and_Geology
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_E_Civil-Site
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_F_Structural
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_G_Mechanical
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_H_Electrical
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_I_Architectrual
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_J_Dewatering_System_w_Attach
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_K_Environmental_Cultural
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_L_Quality_Control
- WP30_RPT_95pct_FTR_Wild_Rice_River_Structure_Appendix_M_MFRs_and_GMs
- WP30_SPEC_95pct_FTR_Jan_11_2019_Spec_WRRS
Appendix K-Levee Freeboard Profiles
- 2nd Street_Downtown Levee Profiles
- 4th Street Levee Profiles
- El Zagal Ph1 Levee Freeboard
- El Zagal Ph2 Levee Freeboard
- FMDiv_FEMA_plots_Levee_Phase9.1
- Horn Park Levee Profiles
- Mhd 50th Ave S Levee Profiles
- Mickelson Levee Profiles
- Moorhead Country Club Levee Profiles
- OHB FMM43A_100Y_Phase9.1
- OHB FMM43B-Vol1_100Y_Phase9.1
- OHB FMM43B-Vol2_100Y_Phase9.1
- OHB FMM43CD_100Y_Phase9.1
- Ridgewood_VA Levee Profiles
- Woodlawn Park Levee Profiles
- FM Diversion Phase 9.1 Hydrology and Hydraulics Report 4-25-2019
- Existing Conditions Models
- Historical Event – Calibration
- 2009EX_FP
- 2011 EX_FP
- Red River Peak EX
- 10yr_EX_NP_POR
- 20yr_EX_NP_POR
- 25yr_EX_NP_POR
- 50yr_EX_NP_POR
- 100yr_EX_NP_POR
- 500yr_Ex_NP_POR
- Trib Peak EX
- 10Yr_EXNP_Trib_POR
- 10yrTribPeak_EX_NP.IC.O01
- 10YrTribPeak_EX_NP.O01
- 10YrTribPeak_EX_NP.b01
- 10YrTribPeak_EX_NP.bco01
- 10YrTribPeak_EX_NP.c01
- 10YrTribPeak_EX_NP.dss
- 10YrTribPeak_EX_NP.g01
- 10YrTribPeak_EX_NP.g01.hdf
- 10YrTribPeak_EX_NP.p01
- 10YrTribPeak_EX_NP.p01.blf
- 10YrTribPeak_EX_NP.p01.hdf
- 10YrTribPeak_EX_NP.prj
- 10YrTribPeak_EX_NP.r01
- 10YrTribPeak_EX_NP.u01
- 10YrTribPeak_EX_NP.x01
- Phase8_TribPeak_10yr_Hydrology.dss
- 20Yr_EXNP_Trib_POR
- 20yrTribPeak_EX_NP.IC.O01
- 20yrTribPeak_EX_NP.O01
- 20yrTribPeak_EX_NP.b01
- 20yrTribPeak_EX_NP.bco01
- 20yrTribPeak_EX_NP.c01
- 20yrTribPeak_EX_NP.dss
- 20yrTribPeak_EX_NP.g01
- 20yrTribPeak_EX_NP.g01.hdf
- 20yrTribPeak_EX_NP.p01
- 20yrTribPeak_EX_NP.p01.blf
- 20yrTribPeak_EX_NP.p01.hdf
- 20yrTribPeak_EX_NP.prj
- 20yrTribPeak_EX_NP.r01
- 20yrTribPeak_EX_NP.u01
- 20yrTribPeak_EX_NP.x01
- Phase8_TribPeak_20yr_Hydrology.dss
- 50Yr_EXNP_Trib_POR
- 50yrTribPeak_EX_NP.IC.O01
- 50yrTribPeak_EX_NP.O01
- 50yrTribPeak_EX_NP.b01
- 50yrTribPeak_EX_NP.bco01
- 50yrTribPeak_EX_NP.c01
- 50yrTribPeak_EX_NP.dss
- 50yrTribPeak_EX_NP.g01
- 50yrTribPeak_EX_NP.g01.hdf
- 50yrTribPeak_EX_NP.p01
- 50yrTribPeak_EX_NP.p01.blf
- 50yrTribPeak_EX_NP.p01.hdf
- 50yrTribPeak_EX_NP.prj
- 50yrTribPeak_EX_NP.r01
- 50yrTribPeak_EX_NP.u01
- 50yrTribPeak_EX_NP.x01
- Phase8_TribPeak_50yr_Hydrology.dss
- 100Yr_EXNP_Trib_POR
- 100yrTribPeak_EX_NP.IC.O01
- 100yrTribPeak_EX_NP.O01
- 100yrTribPeak_EX_NP.b01
- 100yrTribPeak_EX_NP.bco01
- 100yrTribPeak_EX_NP.c01
- 100yrTribPeak_EX_NP.dss
- 100yrTribPeak_EX_NP.g01
- 100yrTribPeak_EX_NP.g01.hdf
- 100yrTribPeak_EX_NP.p01
- 100yrTribPeak_EX_NP.p01.blf
- 100yrTribPeak_EX_NP.p01.hdf
- 100yrTribPeak_EX_NP.prj
- 100yrTribPeak_EX_NP.r01
- 100yrTribPeak_EX_NP.u01
- 100yrTribPeak_EX_NP.x01
- Phase8_TribPeak_100yr_Hydrology.dss
- 500Yr_EXNP_Trib_POR
- 500yrTribPeak_EX_NP.IC.O01
- 500yrTribPeak_EX_NP.O01
- 500yrTribPeak_EX_NP.b01
- 500yrTribPeak_EX_NP.bco01
- 500yrTribPeak_EX_NP.c01
- 500yrTribPeak_EX_NP.dss
- 500yrTribPeak_EX_NP.g01
- 500yrTribPeak_EX_NP.g01.hdf
- 500yrTribPeak_EX_NP.p01
- 500yrTribPeak_EX_NP.p01.blf
- 500yrTribPeak_EX_NP.p01.hdf
- 500yrTribPeak_EX_NP.prj
- 500yrTribPeak_EX_NP.r01
- 500yrTribPeak_EX_NP.u01
- 500yrTribPeak_EX_NP.x01
- Phase8_TribPeak_500yr_Hydrology.dss
- 10Yr_EXNP_Trib_POR
- Historical Event – Calibration
- FloodWay Models
- 100Y_RRN_WP_FDRA FWE.zip
- FM Div FDRA Floodway TM 042219
- FM Div Staging Area Floodway TM 042419
- 100Y_RRN_WP_FDRA FWE
- 100YrWPFP.IC.O01
- 100YrWPFP.IC.O02
- 100YrWPFP.IC.O03
- 100YrWPFP.IC.O04
- 100YrWPFP.O01
- 100YrWPFP.O02
- 100YrWPFP.O03
- 100YrWPFP.O04
- 100YrWPFP.b01
- 100YrWPFP.b02
- 100YrWPFP.b03
- 100YrWPFP.b04
- 100YrWPFP.bco01
- 100YrWPFP.bco02
- 100YrWPFP.bco03
- 100YrWPFP.bco04
- 100YrWPFP.c01
- 100YrWPFP.c02
- 100YrWPFP.c03
- 100YrWPFP.dss
- 100YrWPFP.g01
- 100YrWPFP.g01.hdf
- 100YrWPFP.g02
- 100YrWPFP.g02.hdf
- 100YrWPFP.g03
- 100YrWPFP.g03.hdf
- 100YrWPFP.p01
- 100YrWPFP.p01.blf
- 100YrWPFP.p01.hdf
- 100YrWPFP.p02
- 100YrWPFP.p02.blf
- 100YrWPFP.p02.hdf
- 100YrWPFP.p03
- 100YrWPFP.p03.blf
- 100YrWPFP.p03.hdf
- 100YrWPFP.p04
- 100YrWPFP.p04.blf
- 100YrWPFP.p04.hdf
- 100YrWPFP.prj
- 100YrWPFP.r01
- 100YrWPFP.r02
- 100YrWPFP.r03
- 100YrWPFP.r04
- 100YrWPFP.rasmap
- 100YrWPFP.rasmap.backup
- 100YrWPFP.u01
- 100YrWPFP.u02
- 100YrWPFP.x01
- 100YrWPFP.x02
- 100YrWPFP.x03
- Backup.g01
- Backup.p01
- NAD_1983_UTM_Zone_14N_Us_Foot.prj
- Phase8_Synthetic_100yr_POR_Hydrology.dss
- 100Y_RRN_WP_Staging Area Floodway-Sens2
- Post-Project Condition Models
- RedPeak_WPFP_POR
- 10Y_RRN_WPFP
- 20Y_RRN_WPFP
- 25Y_RRN_WPFP
- 50Y_RNN_WPFP
- 100Y_RNN_WPFP
- 500Y_RNN_WPFP
- TribPeak_WPFP
- 10yrTribPeak_WPFP
- 10yrTribPeak_WPFP.IC.O01
- 10yrTribPeak_WPFP.O01
- 10yrTribPeak_WPFP.b01
- 10yrTribPeak_WPFP.bco01
- 10yrTribPeak_WPFP.c01
- 10yrTribPeak_WPFP.dss
- 10yrTribPeak_WPFP.g01
- 10yrTribPeak_WPFP.g01.hdf
- 10yrTribPeak_WPFP.p01
- 10yrTribPeak_WPFP.p01.blf
- 10yrTribPeak_WPFP.p01.hdf
- 10yrTribPeak_WPFP.prj
- 10yrTribPeak_WPFP.r01
- 10yrTribPeak_WPFP.u01
- 10yrTribPeak_WPFP.x01
- Phase8_Synthetic_10yr_POR_Hydrology.dss
- 20yrTribPeak_WPFP
- 20yrTribPeak_WPFP.IC.O01
- 20yrTribPeak_WPFP.O01
- 20yrTribPeak_WPFP.b01
- 20yrTribPeak_WPFP.bco01
- 20yrTribPeak_WPFP.c01
- 20yrTribPeak_WPFP.dss
- 20yrTribPeak_WPFP.g01
- 20yrTribPeak_WPFP.g01.hdf
- 20yrTribPeak_WPFP.p01
- 20yrTribPeak_WPFP.p01.blf
- 20yrTribPeak_WPFP.p01.hdf
- 20yrTribPeak_WPFP.prj
- 20yrTribPeak_WPFP.r01
- 20yrTribPeak_WPFP.u01
- 20yrTribPeak_WPFP.x01
- Phase8_Synthetic_20yr_POR_Hydrology.dss
- 50yrTribPeak_WPFP
- 50yrTribPeak_WPFP.IC.O01
- 50yrTribPeak_WPFP.O01
- 50yrTribPeak_WPFP.b01
- 50yrTribPeak_WPFP.bco01
- 50yrTribPeak_WPFP.c01
- 50yrTribPeak_WPFP.dss
- 50yrTribPeak_WPFP.g01
- 50TribPeak_WPFP.g01.hdf
- 50yrTribPeak_WPFP.p01
- 50yrTribPeak_WPFP.p01.blf
- 50yrTribPeak_WPFP.p01.hdf
- 50yrTribPeak_WPFP.prj
- 50yrTribPeak_WPFP.r01
- 50yrTribPeak_WPFP.u01
- 50yrTribPeak_WPFP.x01
- Phase8_Synthetic_20yr_POR_Hydrology.dss
- 100yrTribPeak_WPFP
- 100yrTribPeak_WPFP.IC.O01
- 100yrTribPeak_WPFP.O01
- 100yrTribPeak_WPFP.b01
- 100yrTribPeak_WPFP.bco01
- 100yrTribPeak_WPFP.c01
- 100yrTribPeak_WPFP.dss
- 100yrTribPeak_WPFP.g01
- 100yrTribPeak_WPFP.g01.hdf
- 100yrTribPeak_WPFP.p01
- 100yrTribPeak_WPFP.p01.blf
- 100yrTribPeak_WPFP.p01.hdf
- 100yrTribPeak_WPFP.prj
- 100yrTribPeak_WPFP.r01
- 100yrTribPeak_WPFP.u01
- 100yrTribPeak_WPFP.x01
- Phase8_Synthetic_100yr_POR_Hydrology.dss
- 500yrTribPeak_WPFP
- 500yrTribPeak_WPFP.IC.O01
- 500yrTribPeak_WPFP.O01
- 500yrTribPeak_WPFP.b01
- 500yrTribPeak_WPFP.bco01
- 500yrTribPeak_WPFP.c01
- 500yrTribPeak_WPFP.dss
- 500yrTribPeak_WPFP.g01
- 500yrTribPeak_WPFP.g01.hdf
- 500yrTribPeak_WPFP.p01
- 500yrTribPeak_WPFP.p01.blf
- 500yrTribPeak_WPFP.p01.hdf
- 500yrTribPeak_WPFP.prj
- 500yrTribPeak_WPFP.r01
- 500yrTribPeak_WPFP.u01
- 500yrTribPeak_WPFP.x01
- Phase8_Synthetic_500yr_POR_Hydrology.dss
- 10yrTribPeak_WPFP
- RedPeak_WPFP_POR
- LiDAR QA_QC Reports
- ShapeFiles
- CLOMR_Revision_Reach_Boundary.CPG
- CLOMR_Revision_Reach_Boundary.dbf
- CLOMR_Revision_Reach_Boundary.prj
- CLOMR_Revision_Reach_Boundary.sbn
- CLOMR_Revision_Reach_Boundary.sbx
- CLOMR_Revision_Reach_Boundary.shp
- CLMOR_Revision_Reach_Boundary.shp.xml
- CLOMR_Revision_Reach_Boundary.shx
- ECM_100yr.CPG
- ECM_100yr.dbf
- ECM_100yr.prj
- ECM_100yr.sbn
- ECM_100yr.sbx
- ECM_100yr.shp
- ECM_100yr.shp.xml
- ECM_100yr.shx
- EMC_500yr.CPG
- EMC_500yr.dbf
- EMC_500yr.prj
- EMC_500yr.sbn
- EMC_500yr.sbx
- EMC_500yr.shp
- EMC_500yr.shp.xml
- EMC_500yr.shx
- Ex_NP_SA.CPG
- Ex_NP_SA.dbf
- Ex_NP_SA.prj
- Ex_NP_SA.sbn
- Ex_NP_SA.sbx
- Ex_NP_SA.shp
- Ex_NP_SA.shp.xml
- Ex_NP_SA.shx
- Ex_NP_XS.CPG
- Ex_NP_XS.dbf
- Ex_NP_XS.prj
- Ex_NP_XS.sbn
- Ex_NP_XS.sbx
- Ex_NP_XS.shp
- Ex_NP_XS.shp.xml
- Ex_NP_XS.shx
- Floodway.CPG
- Floodway.dbf
- Floodway.prj
- Floodway.sbn
- Floodway.sbx
- Floodway.shp
- Floodway.shp.xml
- Floodway.shx
- Floodway_Staging_Area.CPG
- Floodway_Staging_Area.dbf
- Floodway_Staging_Area.prj
- Floodway_Staging_Area.sbn
- Floodway_Staging_Area.sbx
- Floodway_Staging_Area.shp
- Floodway_Staging_Area.shp.xml
- Floodway_Staging_Area.shx
- RCM_100yr.CPG
- RCM_100yr.dbf
- RCM_100yr.prj
- RCM_100yr.sbn
- RCM_100yr.sbx
- RCM_100yr.shp
- RCM_100yr.shp.xml
- RCM_100yr.shx
- RCM_500yr.CPG
- RCM_500yr.dbf
- RCM_500yr.prj
- RCM_500yr.sbn
- RCM_500yr.sbx
- RCM_500yr.shp
- RCM_500yr.shp.xml
- RCM_500yr.shx
- WP_SA_RNN.CPG
- WP_SA_RNN.dbf
- WP_SA_RNN.prj
- WP_SA_RNN.sbn
- WP_SA_RNN.sbx
- WP_SA_RNN.shp
- WP_SA_RNN.shp.xml
- WP_SA_RNN.shx
- WP_XS_RNN.CPG
- WP_XS_RNN.dbf
- WP_XS_RNN.prj
- WP_XS_RNN.sbn
- WP_XS_RNN.sbx
- WP_XS_RNN.shp
- WP_XS_RNN.shp.xml
- WP_XS_RNN.shx
-
-
-
- Cass_County
- Clay_County
- Richland_County
- Wilkin_County
-
-