Presentation is loading. Please wait.

Presentation is loading. Please wait.

Friday, September 30, 2011 Coordinated Needs Management Strategy (CNMS) 2011 Ohio GIS Statewide Conference Tim Beck, CFM – ODNR James Laine, GISP, CFM.

Similar presentations


Presentation on theme: "Friday, September 30, 2011 Coordinated Needs Management Strategy (CNMS) 2011 Ohio GIS Statewide Conference Tim Beck, CFM – ODNR James Laine, GISP, CFM."— Presentation transcript:

1 Friday, September 30, 2011 Coordinated Needs Management Strategy (CNMS) 2011 Ohio GIS Statewide Conference Tim Beck, CFM – ODNR James Laine, GISP, CFM - Stantec

2 CNMS Background and Overview Data Model Checks Ohio CNMS Stats Look at data in your community Agenda

3 What is CNMS? Geospatial inventory of FEMA studies and mapping needs “Living” Database –Continuous new input and assessment –“Valid” Streams reassessed every five years Tracks needs, requests, and study status Risk MAP – Mapping Assessment and Planning Critical component for multi-year planning National Level Reporting Tool –NVUE (80% by FY14)

4 CNMS Objectives and Overview CNMS allows for: –Nationally consistent practice –Means for recording the voice of communities –Complete visibility –Record of the inventory –Status of the inventory –Means for measuring progress (metric) toward an operational goal – accountability –Means for tracking current activities –Means for projecting progress and planning for success

5 CNMS Data Model

6 CNMS Inventory (S_Studies_Ln) Flooding source Centerlines –FEMA’s FIRM inventory (both mapped and unmapped hydrologic features) Store pertinent attributes and features associated with each study or unmapped feature. These lines enable NVUE tracking.

7 CNMS Data Structure Key fields include: –Reach ID –FIPS –Validation Status –Flood Zone and Study Type –HUC8 Key –Status Type –Miles Leverage both Attribute & Spatial queries –Watershed based

8 CNMS Request Records (S_Requests_Ar and _Pt) Either flood data or cartographic requests In most instances, determined by the lack of an existing floodplain model Enables community, state, and other POCs to document requests Are reviewed and determined to either warrant action, or are deferred Considered during prioritization

9 Simplified CNMS Lifecycle Diagram Input CNMS Phase 3 Mapped Inventory NO Restudy makes stream Valid Stream Studied YES Input Unmapped Requests

10 CNMS Phase 3 Phases 1 and 2 built the inventory First Nationwide CNMS Validation effort –First attempt of assessment through 17 elements Further builds and refines FEMA study inventory Conducts initial validation assessment for most detailed studies Essential to long-term success of CNMS –Lays framework for CNMS use for years ahead

11 CNMS Phase 3 “Before” HUC 02030103 Status"Before" Miles NVUE Compliant182.5 Being Studied- To Be Studied- Unknown1069 Total inventory1251.5 NVUE14.6%

12 CNMS Phase 3 “After” HUC 02030103 Status"After" Miles NVUE Compliant707.2 Being Studied42 To Be Studied215 Unknown142 Total inventory1106.2 NVUE63.9% "Future" NVUE67.7%

13 Validation Elements Study determined Unverified if: –One critical element fails, or –Four or more secondary elements fail Elements assess change in Engineering study data, for instance: –Change in gage record –New or removed dam, reservoir, or levee –Change in Land use and land cover –High Water Marks –New or removed hydraulic structures (bridges, culverts) –Channel reconfiguration or improvements –New regression equations –Availability of new topo

14 Critical Elements Elements 1.Major Change in Gage Record 2.Updated and Effective Discharges Differ Significantly 3.Inappropriate Model Methodology 4.Addition / removal of a Major Flood Control Structure 5.Channel reconfiguration outside SFHA 6.5 or More New or Removed Hydraulic Structures 7.Significant channel fill or scour If one or more elements are true then Flood Hazard Information is invalid ---Yes = FAIL No = PASS

15 Secondary Elements Elements 1.Use of rural regression equations in urban area 2.Repetitive Losses outside SFHA 3.Increase of 50% or more in impervious area 4.4 or less new or removed hydraulic structures 5.Channel Improvements / Shoreline Changes 6.Availability of better topographic / bathymetry 7.Changes in vegetation or landuse 8.Failure to identify Primary Frontal Dune 9.Significant storms with High Water Marks 10.New Regression Equations If four or more elements are true then Flood Hazard Information is invalid

16 GIS Role – Data Used Data sources –Gage Data: USGS or USACE gage data, PeakFQ WIN –FEMA, USGS – High Watermark Data –National Bridge Inventory – Scour –National Land Cover Dataset (NLCD 1992 & 2001) –National Urban Change Indicator (NUCI) –OSIP Imagery, –local and state knowledge

17 GIS Role – Workflow STARR Workflow Automate Processes Data Processing Tools –Standardize, streamline and simplify procedures –Decrease the potential for error –Standardize data formatting and storage Flood Insurance Study (FIS) Pre-Processing Rasters –Grouping Landuse/ Impervious types

18 S1: Tool Use of rural regression equations in urbanized areas: Check the FIS for analysis type: –If regression was not used to develop discharges, elements becomes NO. S1 Tool –Determines % urban area in sub- watershed. –Checks against FEMA tolerance (15%) –Checks against regression type used. –If >15%(FEMA tolerance) and regression used…YES –Joined back to S_Studies_Ln (Y/N) If regression was used and watershed has changed from rural to urban, this becomes YES. Simple tool – could process Statewide

19 S3: Tool Increase in impervious area in the basin of more than 50% (from 10% to 15%)?  Analysis of land use data, if urban area increases by 50% or more since Study Date, this element “Fails”.  Tool  Automated Toolbox process  Runs comparisons against multiple raster datasets to FEMA specified tolerances  Determines if there’s a significant change HUC  Compares the % change to tolerance (50%)can’t be greater than 50%,  Calc’s results and joins to STARR DB

20 S7: Tool 30% change in land use in watershed since Study Date causes this element to “Fail”.  Tool  Automated Toolbox process  Runs comparisons against multiple raster datasets to FEMA specified tolerances  Determines if there’s a significant change HUC  Compares the % change to tolerance (30%)can’t be greater than 30%, did 3 or more land use types change significantly  Calc’s results and joins to STARR DB

21 C4: Tool Addition/removal of a major flood control structure If 30% of the drainage area for a study is impacted by a new/removed dam then causes the element to “Fail”. Tool: –Compares date of Dam with Flood Study Date and assesses drainage area for each study. –Series of Toolbox tools.

22 C7:Significant channel fill or scour Inputs: NBI, Imagery, local and state knowledge National Bridge Inventory dataset Item 113 can show scour; also FIS text may show fill or scour. If fill or scour is suspected, community outreach may be necessary to confirm.

23 S2: Repetitive losses outside the SFHA FEMA to provide repetitive loss data; data to be used as-is. If repetitive loss point plots outside of SFHA, then element “Fails”. Repetitive losses outside SFHA indicate that SFHA may be inaccurate. Repetitive losses far outside SFHA may not count against element; flooding may be caused by local drainage issues or unmapped streams.

24 C5: Channel Reconfiguration outside SFHA Inputs are DFIRM SFHA, current imagery. Direct comparison of stream on imagery to SFHA. Stream outside SFHA warrants a YES, and “Fails”. Minor deviations can be classified as “mapping errors”, and would not necessarily cause element to fail.

25 C6/ S4: New or removed hydraulic structures Direct comparison between profile and roads shown on imagery/transportation lines. C6 Check - Element “Fails” if 5 or more new or removed structures. S4 Check – Element “Fails” if there are 1 to 4 new or removed structures. Check FIS for mention of bridges that were intentionally not modeled/omitted from profile. Document name and location of new/removed structure

26 S6: Better topo available Input updated topo info from National Topo Inventory, RSC, Federal, State, and local governments and agencies. “Better” topo defined as having better resolution and being newer than topo used for study. Element Fails if better topo available. Redelineated streams incorporating new topo pass this check, but check for newer topo or better resolution since date of redelineation.

27 Benefits of CNMS Allows spatial use of the information. –Queries, Maps and etc. –Now have Relational information. Sequencing – Know what check it failed portion of the check it failed –Qualifying Studies: Valid/Unverified –Quantifying Studies: # miles Used to Prioritize Watersheds for Risk Map. –Trifecta of Data Risk Need Topo

28 Ohio CNMS

29 How do I access the data and get my needs recorded? Short Term - Housed at Regional Support Center in Chicago –Contact RSC Bradford Hartley bradford.hartley@starr-team.com 312-780-7782 –Contact ODNR Matt Lesher matt.lesher@dnr.state.oh.us 614-265-6751 Long Term – National Portal development underway

30 Breakout Session Look at the data in your community Questions?


Download ppt "Friday, September 30, 2011 Coordinated Needs Management Strategy (CNMS) 2011 Ohio GIS Statewide Conference Tim Beck, CFM – ODNR James Laine, GISP, CFM."

Similar presentations


Ads by Google