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Martin KY HWMs and Inundation
Limit: A May 2009 Retrospective
Joe Trimboli, MSc, CFM
Community Planner
Huntington District
11 May 2011




US Army Corps of Engineers
BUILDING STRONG®
Town of Martin
   Floyd County
   Redevelopment
   Evacuation
   Flood Proofing
   Acquisition
   Relocation of
    public facilities

            BUILDING STRONG®
Town of Martin




                 BUILDING STRONG®
Status
 The Phase 1 redevelopment site has been
  completed
 Fire Station has been relocated to a
  temporary facility
 Phase 2 real estate acquisition continues
 Phase 3 real estate activities in those
  areas impacted by the May 2009 flooding


                                   BUILDING STRONG®
Town of Martin




                 BUILDING STRONG®
Town of Martin




Redevelopment Site
                     BUILDING STRONG®
BUILDING STRONG®
High Water Marks
 Immediate Response to Sever Flooding
 Areas of Interest
  ► District
  ► Repetitive Flooding
  ► Project Areas

 Standard Equipment
 Resulting Report


                                 BUILDING STRONG®
Standard Form




                BUILDING STRONG®
Equipment
GPS
         Survey
          Rod




       Digital
       Camera
                  BUILDING STRONG®
Teams
   2 People
   Rod Person: Rod and GPS
   Camera Person: Camera and Form
   Select Site
   Place Rod
   Record Coordinates
   Take Pictures
   Fill in Form
                                 BUILDING STRONG®
Collection and Processing
   Teams provided data to central POC
   Data was evaluated and standardized
   Gaps or questions answered by Team(s)
   Database created in Microsoft Access®
   Reports created and printed
   Archived for record


                                   BUILDING STRONG®
Results




          BUILDING STRONG®
Results




          BUILDING STRONG®
Results




          BUILDING STRONG®
Results




          BUILDING STRONG®
Results




          BUILDING STRONG®
Best Practices
 Be aware of GPS Accuracy
 Large Flat Areas Preferable
 Watch Separation Distance
  ► 500   foot maximum interval
 Include structural impediments
  ► BridgesCulverts
  ► Naturally   Formed Barriers


                                   BUILDING STRONG®
May 2009 - July 2010




                   BUILDING STRONG®
Situation
 Flooding occurred in active project area
  (15 May 2009)
 Coordination Activities began with FEMA
 Special Studies Section received request
  (10 July 2010)
  ► What  properties and structures where
    affected by event?



                                        BUILDING STRONG®
High Water Marks




                   BUILDING STRONG®
Cross Section Derived




                   BUILDING STRONG®
Ground Surface Created




                    BUILDING STRONG®
Water Surface Created




                   BUILDING STRONG®
Depth and Inundation




                   BUILDING STRONG®
Delineation Toolbox




                      BUILDING STRONG®
May 2009 - July 2010




                   BUILDING STRONG®
3D Visualization




                   BUILDING STRONG®
QUESTIONS?




SEAMLESS, CURRENT, and AUTOMATED




                               BUILDING STRONG®

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Martin Ky HWMs and Inundation Limit: A May 2009 Retrospective

  • 1. Martin KY HWMs and Inundation Limit: A May 2009 Retrospective Joe Trimboli, MSc, CFM Community Planner Huntington District 11 May 2011 US Army Corps of Engineers BUILDING STRONG®
  • 2. Town of Martin  Floyd County  Redevelopment  Evacuation  Flood Proofing  Acquisition  Relocation of public facilities BUILDING STRONG®
  • 3. Town of Martin BUILDING STRONG®
  • 4. Status  The Phase 1 redevelopment site has been completed  Fire Station has been relocated to a temporary facility  Phase 2 real estate acquisition continues  Phase 3 real estate activities in those areas impacted by the May 2009 flooding BUILDING STRONG®
  • 5. Town of Martin BUILDING STRONG®
  • 6. Town of Martin Redevelopment Site BUILDING STRONG®
  • 8. High Water Marks  Immediate Response to Sever Flooding  Areas of Interest ► District ► Repetitive Flooding ► Project Areas  Standard Equipment  Resulting Report BUILDING STRONG®
  • 9. Standard Form BUILDING STRONG®
  • 10. Equipment GPS Survey Rod Digital Camera BUILDING STRONG®
  • 11. Teams  2 People  Rod Person: Rod and GPS  Camera Person: Camera and Form  Select Site  Place Rod  Record Coordinates  Take Pictures  Fill in Form BUILDING STRONG®
  • 12. Collection and Processing  Teams provided data to central POC  Data was evaluated and standardized  Gaps or questions answered by Team(s)  Database created in Microsoft Access®  Reports created and printed  Archived for record BUILDING STRONG®
  • 13. Results BUILDING STRONG®
  • 14. Results BUILDING STRONG®
  • 15. Results BUILDING STRONG®
  • 16. Results BUILDING STRONG®
  • 17. Results BUILDING STRONG®
  • 18. Best Practices  Be aware of GPS Accuracy  Large Flat Areas Preferable  Watch Separation Distance ► 500 foot maximum interval  Include structural impediments ► BridgesCulverts ► Naturally Formed Barriers BUILDING STRONG®
  • 19. May 2009 - July 2010 BUILDING STRONG®
  • 20. Situation  Flooding occurred in active project area (15 May 2009)  Coordination Activities began with FEMA  Special Studies Section received request (10 July 2010) ► What properties and structures where affected by event? BUILDING STRONG®
  • 21. High Water Marks BUILDING STRONG®
  • 22. Cross Section Derived BUILDING STRONG®
  • 23. Ground Surface Created BUILDING STRONG®
  • 24. Water Surface Created BUILDING STRONG®
  • 25. Depth and Inundation BUILDING STRONG®
  • 26. Delineation Toolbox BUILDING STRONG®
  • 27. May 2009 - July 2010 BUILDING STRONG®
  • 28. 3D Visualization BUILDING STRONG®
  • 29. QUESTIONS? SEAMLESS, CURRENT, and AUTOMATED BUILDING STRONG®