north carolina cts committee meeting #7 april 17, 2001
TRANSCRIPT
North Carolina CTS North Carolina CTS Committee Meeting #7Committee Meeting #7
April 17, 2001
Introduction and Welcome Introduction and Welcome
Scoping/Basin Plans
Status Updates:Status Updates:
Schedule for Schedule for Completing Basin Completing Basin
PlansPlans
White Oak
Lumber
Tar-Pamlico
Cape Fear
Neuse
Pasquotank
12/14/00
12/27/00
1/23/01
2/27/01
4/13/00
5/1/01 (Est.)
May 2001
May 2001
End of May 2001
End of May 2001
June 2001
June 2001
River Basin Draft Date Final Date (Est.)
Final Scoping Final Scoping MeetingsMeetings
Three separate meetings will be held to present the Draft Plan for the Neuse River Basin. Dates and locations include: April 23rd — Raleigh, NC April 24th — Goldsboro, NC April 25th — New Bern, NC
All impacted counties & communities invited
Provides final opportunity for input
Final Scoping Final Scoping MeetingsMeetings
Two separate meetings are planned for the Pasquotank River Basin. Proposed dates and locations include: May 17th — Elizabeth City, NC May 18th — Manteo, NC
Draft Plan for Pasquotank River Basin under preparation
After the Final After the Final MeetingsMeetings
Draft Basin Plan may be revised State’s Floodplain Mapping Contractor
will develop business and technical proposals
Basin Plan will be finalized and notification provided to all impacted counties and communities
Production phase will then begin
Flood Data andMapping Development
Status Updates:Status Updates:
White Oak River White Oak River BasinBasin
Negotiations completed Delivery Order finalized Field survey of hydraulic
structures and streams completed Engineering analyses underway
Expected completion mid-May 2001
Lumber River BasinLumber River Basin
Negotiations completed Delivery Order finalized Field survey of hydraulic
structures and streams underway Engineering analyses underway
First of three phases expected to be completed end of May 2001
Tar-Pamlico River Tar-Pamlico River BasinBasin
Negotiations completed Delivery Order finalized Field survey of hydraulic
structures and streams underway Engineering analyses underway
First of three phases expected to be completed end of May 2001
Cape Fear River Cape Fear River BasinBasin
Negotiations completed Delivery Order finalized Field survey of hydraulic
structures and streams underway Engineering analyses underway
First of three phases expected to be completed end of May 2001
LIDAR Surveys andDEM Development
Status Updates:Status Updates:
Task 1 — LIDAR Data Task 1 — LIDAR Data Acquisition as of 4/10/01Acquisition as of 4/10/01
Watershed Concepts: Data collection is 100% complete
for the White Oak, Tar-Pamlico, Neuse, and Pasquotank River Basins
Greenhorne & O’Mara: Data collection is 90% complete for
the Lumber and Cape Fear River Basins
Task 2 — Generation Task 2 — Generation ofof
Bare-Earth DEMsBare-Earth DEMsWatershed Concepts
Task 2 — Generation Task 2 — Generation ofof
Bare-Earth DEMsBare-Earth DEMsGreenhorne & O’Mara
Task 3 — Generation Task 3 — Generation of TINs and Breaklinesof TINs and Breaklines
Watershed Concepts:
Green = Completed
Orange = In Progress
Blue = Approved Awaiting shipment
of new DOQQs from CGIA
Task 3 — Generation Task 3 — Generation of TINs and Breaklinesof TINs and Breaklines
Greenhorne & O’Mara: Breaklines for
Scotland, Hoke, Montgomery, Moore, and Richmond Counties are complete
TIN development has begun for 21 grids of the Lumber River Basin
LIDAR Quality Control Surveys
Selected Firms for RFQ #19-000018
Status Updates:Status Updates:
Quality Control Quality Control SurveysSurveys
LIDAR quality control field work has been completed for the White Oak and Lumber River Basins
LIDAR quality control field work is in progress for the Tar-Pamlico,Cape Fear, and Neuse River Basins
DFIRM Graphic Specifications
Status Updates:Status Updates:
NC DFIRM PrototypeNC DFIRM Prototype
North Carolina DFIRM prototype has been developed for review: Three colors Customized border, legend, and title block Customized map symbology 10,000’ x 10,000’ grid tiling “Statewide” mapping
One panel includes all communities/counties in that tile
DFIRM Database Specifications
Status Updates:Status Updates:
NC DFIRM DatabaseNC DFIRM Database
North Carolina DFIRM database design underway: Incorporates FEMA’s standard DFIRM
database items Base map data DFIRM features
Enhanced features Field inventory H&H model input and results
Supports future map updates
Partnering
Status Updates:Status Updates:
Information Technology Information Technology Requirements Analysis and Requirements Analysis and
Preliminary DesignPreliminary Design
User Requirements User Requirements AnalysisAnalysis
User Requirements Document produced in draft form Summarizes survey and interview
results Establishes set of functional and data
requirements Will serve as basis for system design
Review needed by CTS Committee Location is www.ncfloodmaps.com
Preliminary System Preliminary System DesignDesign
Preliminary System Design Document available in draft form by April 18th Builds on content of User Requirements
Document Establishes initial design parameters Enumerates options for future detailed
consideration Outlines potential implementation risks
Next Steps for IT Next Steps for IT ComponentComponent
Finalize User Requirements Document Finalize Preliminary System Design
Document Develop schedule and work content for
Detailed Design and Implementation Phase
Prepare and issue Delivery Order for next phase
Base Map Data Base Map Data Collection/Community Collection/Community
PartneringPartnering
Working Group Working Group Reports/Updates:Reports/Updates:
Higher Standards
Preliminary/Post-Preliminary/Post-Preliminary Processing forPreliminary Processing for
NC FISs and FIRMsNC FISs and FIRMs
Current FEMA Current FEMA ProcessingProcessing
Preliminary FIS and FIRM issued 30-day comment period Final Community Meeting Publication of proposed flood
elevation determination in Federal Register and twice in local newspaper
Community notified by letter
(continued)
Current FEMA Current FEMA ProcessingProcessing
90-day appeal period initiated by second newspaper publication
Any appeal/protests resolved Letter of Final Determination issued
(establishes effective date of FIS and FIRM and begins 6-month compliance period
FIS and FIRM become effective; distributed by Map Service Center
Process typically requires 1 to 1½ years
6-Month Compliance 6-Month Compliance PeriodPeriod
To participate in the NFIP, communities must comply with Section 60.3 of the NFIP regulations
Section 60.2 requires that FEMA give communities 6 months to adopt/update ordinances that comply with Section 60.3 criteria.
Land Management and Use Land Management and Use CriteriaCriteria
YesYesYesYes60.3(d) & (e)
YesNoYesYes60.3(e)
NoYesYesYes60.3(d)
NoNoYesYes60.3(c)
NoNoNoYes60.3(b)
NoNoNoNo60.3(a)
V Zones
Floodways
BFEs100-Year Flooding
Land-Use Classificati
on
Type of Flood Hazard InformationShown on FIRM
Compliance withCompliance with60.3 Criteria60.3 Criteria
Most North Carolina communities have adopted 60.3(d)- and 60.3(e)-level model ordinances even without a floodwayand V zones
Most NC community ordinances specify that they apply as of the date of initial community NFIP map and “to any subsequent revisions”
For these communities, current ordinances will be adequate, and 6-month compliance period will not be needed
Others will have to update ordinances
Post-Preliminary Processing for Post-Preliminary Processing for NC Counties in More than 1 NC Counties in More than 1
BasinBasin Majority of Phase I North Carolina
counties located in more thanone basin
Engineering for basins will not be completed at the same time
Engineering for portions of counties may be completed as much as a year before the other portions (longer for counties located partially in Phase II basins)
Post-Preliminary Processing for Post-Preliminary Processing for NC Counties in More than 1 NC Counties in More than 1
BasinBasin Method of post-Preliminary
processing must: Meet all statutory and regulatory
requirements for due process Reduce time frames as much as
possible Be cost effective
Recommended Recommended MethodMethod
Issue a Preliminary when the basin is completed, but include only the portion of the county in the basin
Initiate the 90-day appeal period for the Preliminary
When the other basin(s) are complete, issue a revised Preliminary(s) that includes the rest of the county and proceed with 90-day appeal period
Recommended Recommended MethodMethod
If a basin affects only a portion of a panel, the Preliminary will be issued for all panels affected by the basin
For portion of panel not affectedby basin, base map informationwill be shown but not flooding information—Note on FIRM will refer users to effective map for flood hazard information in that area
Recommended Recommended MethodMethod
To Expedite Processing: Schedule news releases to take place
within 1 week of issuance of the Preliminary
With Preliminary, notify community that 90-day appeal period will begin with the second news release and that the Final Meeting will be conducted during the first month of issuance of Preliminary
(continued)
Recommended Recommended MethodMethod
To Expedite Processing: Thorough outreach should reduce number
of technical appeals and protests, thus making it safe to initiate the appeal period prior to the final meeting
When the basins for other parts of county are completed, use the same process
(continued)
Recommended Recommended MethodMethod
To Expedite Processing: When State initiates engineering and
mapping for subsequent basins, give priority to areas within the basin that will complete the county
When last Preliminary for county is issued, provide notice of the appeal period and provide the effective date of the FIS and FIRM to begin the 6-month compliance period (continued)
Recommended Recommended MethodMethod
To Expedite Processing: 6-month compliance period and last 90-
day appeal period will run concurrently Final Meeting will be conducted during
first month of issuance of Preliminary FIRM
Appeals will be processed on acase-by-case basis, depending onextent of area affected
(continued)
Recommended Recommended MethodMethod
To Expedite Processing: Approach for counties partially in
Phase II basins will be more flexible If time lag might be more than a year,
effective information for portion in Phase II might be digitized and used to develop the initial county FIS and FIRM
When Phase II basin is complete, a revision would be processed
Recommended Recommended MethodMethod
Final maps will become effective within approximately 7 months after issuance of final Preliminary for the county as compared to 1 to 1½ years with FEMA’s standard process
Recommended Recommended MethodMethod
For 7 of the counties that are split between basins, Watershed Concepts is going to make complete county submissions.
For these counties, the complete countywide Preliminary FIS and FIRM can be issued and the 6-month compliance period will begin as soon as the Preliminary is issued. The90-day appeal period will begin with the second Public Notice.
Preparation for Preliminary Preparation for Preliminary and Post-Preliminary and Post-Preliminary
ProcessingProcessing State and FEMA will begin
researching community ordinances to identify communities that will have to update their ordinances
DFIRM Production:DFIRM Production:Priority Listing of Priority Listing of
CountiesCounties
Phase I CountiesPhase I Counties
Engineering, mapping, and DFIRM production in the White Oak, Lumber, and Tar-Pamlico River Basins prioritized by county
Priority consideration given to (1) the anticipated impact of new mapping,(2) if the county is within multiple basins, and (3) contractor’s ability to complete county study by 09/30/2001
White Oak River White Oak River Basin Priority ListingBasin Priority Listing
1.Carteret
2. Onslow
3. Jones
Yes
No
No
Mid-July
Mid-July*
Mid-July*
Complete County?
Estimated Prelim. Date
*For the portion of the White Oak River Basin
County
Lumber River Basin Lumber River Basin Priority ListingPriority Listing
1.Columbus
2.Brunswick
3. Scotland
4. Robeson
5. Hoke
No
No
No
No
No
End of Sept*
End of Sept*
End of Sept*
End of Oct*
Mid-Sept*
Complete County?
Estimated Prelim. Date
*For the portion of the Lumber River Basin
County
Lumber River Basin Lumber River Basin Priority Listing Priority Listing
(cont’d)(cont’d)
6. Bladen
7.Montgomery
8. Richmond
9. Moore
No
No
No
No
Mid-Sept*
End of Aug*
End of Aug*
Mid-Sept*
Complete County?
Estimated Prelim. Date
*For the portion of the Lumber River Basin
County
Tar-Pamlico River Tar-Pamlico River Basin Priority ListingBasin Priority Listing
1. Edgecombe
2. Franklin
3. Pitt
4. Nash
5. Beaufort
Yes
Yes
Yes
Yes
Yes
Mid-Aug
Mid-Sept
Mid-Aug
Mid-Aug
End of Sept
Complete County?
Estimated Prelim. DateCounty
Tar-Pamlico River Tar-Pamlico River Basin Priority ListingBasin Priority Listing
6. Hyde
7. Warren
8. Halifax
9. Granville
10. Martin
11. Vance
Yes
No
No
No
No
No
End of Sept
End of Sept*
Mid-Oct*
Mid-Oct*
End of Oct*
End of Oct*
Complete County?
Estimated Prelim. Date
*For the portion of the Tar-Pamlico River Basin
County
Overall County Overall County PriorityPriority
12) Beaufort13) Hyde14) Warren*15) Halifax*16) Hoke*17) Granville*18) Martin*19) Vance*20) Bladen*21) Montgomery*22) Richmond*23) Moore*
1) Carteret2) Onslow*3) Columbus*4) Jones*5) Brunswick*6) Edgecombe7) Franklin8) Pitt9) Scotland*10) Nash11) Robeson*
*DFIRM production completed for only a portion of the county by September 30, 2001.
How Will Flood Elevation How Will Flood Elevation Data for Approximate Data for Approximate Areas Be Depicted onAreas Be Depicted onNorth Carolina FIRMs?North Carolina FIRMs?
How were Zone A Areas How were Zone A Areas on FEMA’s FIRMs on FEMA’s FIRMs
determined?determined? Designate a Special Flood Hazard
Area where FEMA has not determinedBase Flood Elevations Regulatory definition of Zone A in 44 CFR 64.3
Typically based on rudimentary calculations or other data source For example, regression equations and normal
depth computations; USGS floodprone quadrangle maps; hydric soils data
What is Approximate Study What is Approximate Study Method Method
for NC Flood Mapping Program?for NC Flood Mapping Program? Based on H&H analyses using DEMs
Regression equations for discharges HEC-RAS models for flood profiles
Key difference from Detailed StudyMethod—bridge geometry will not be surveyed and cross sections will not include bathymetric data Where bridge geometry is readily available, coding
of bridge geometry will be attempted
“Buildable” analyses—can be upgraded later to full detailed study
How can NC’s Flood Elevation How can NC’s Flood Elevation Data for Approximate Areas be Data for Approximate Areas be
used?used? Floodplain management Flood insurance policy rating
Rates are typically higher in A zones than in AE zones because risk is less well known
If BFE can be provided, rates are more actuarially based
How Will Flood Elevation DataHow Will Flood Elevation Datafor Approximate Areas will be for Approximate Areas will be
depicted on NC FIRMs?depicted on NC FIRMs?
Publish on the FIRM as BFEs Designate zones as AE Provide Statutory 90-day appeal
period As required by 42 USC § 4104[a] Appeals must be based on scientific
or technical data
How will BFEs in Approximate How will BFEs in Approximate Areas be distinguishable from Areas be distinguishable from
Detailed Areas? Detailed Areas? On FIRM:
No floodway or 500-year floodplain Considering alternate symbology for BFEs
In Flood Insurance Study Report: Profiles will have only 100-year profile Peak discharge table will only have
100-year discharge No Floodway Data Table Different methodology for determining BFEs
will be explained
What are the What are the Benefits of this Benefits of this
Approach?Approach? Elevation data for approximate areas
will be readily available for floodplain managers and flood insurance agents
Elevation data will carry more weight Communities will be required to follow
more stringent 60.3(c) requirements versus 60.3(b) “best available data” requirements
What are the potential What are the potential drawbacks of this drawbacks of this
approach?approach? Showing BFEs may imply higher
degree of accuracy than warranted
May result in more appeals Impacts time and cost
Why not show the Why not show the approximate flood approximate flood
elevations as “AFEs” and elevations as “AFEs” and treat them as “Best treat them as “Best
Available Data”?Available Data”? FEMA’s regulations and governing
statutes do not permit this. In order to portray the AFEs on the
FIRMs and treat them as “Best Available Data,” an extensive rulemaking process would be required. Scheduling does not permit this.
Local Contributions toLocal Contributions tothe NC Mapping Effortthe NC Mapping Effort
Potential Pilot forPotential Pilot forLOMA DelegationLOMA Delegation
Potential Pilot for Potential Pilot for LOMA/LOMR-F LOMA/LOMR-F
DelegationDelegation FEMA is considering delegation of
LOMA/LOMR-F issuing authority to engineers and surveyors
North Carolina Society of Surveyorshas volunteered to work with North Carolina Geodetic Survey ona potential pilot
FEMA’s CommunityFEMA’s CommunityRating System (CRS)Rating System (CRS)
CRS BackgroundCRS Background
Founded in 1990 and Codified in the Flood Insurance Reform Act of 1994
Flood insurance premiums are adjusted to reflect reduced risk resulting from activities that meet the three CRS goals: Reduce flood losses Facilitate accurate insurance ratings Promote awareness of flood insurance
BenefitsBenefits
Reduced flood insurance premiums for property owners
Enhanced Public Safety Reduction in damage to property, public
infrastructure, and human suffering Avoidance of economic disruption and losses Protection of the environment Allows a community to evaluate itself against a
nationally recognized benchmark Provides technical assistance in providing and
implementing activities
Benefits (cont’d)Benefits (cont’d)
Reduced Premiums Class 1 — 45% Class 2 — 40% Class 3 — 35% Class 4 — 30% Class 5 — 25%
Class 6 — 20% Class 7 — 15% Class 8 — 10% Class 9 — 5% Class 10 — n/a
CRS Recognized CRS Recognized ActivitiesActivities
18 recognized activities eligible forCRS credit points 300 Series Activities — Public information
activities 400 Series Activities — Mapping and regulatory
programs focused on new development 500 Series Activities — Damage reduction
programs where current development is at risk 600 Series Activities — Flood preparedness
programs, flood warning and levee and dam safety programs
Participating Participating CommunitiesCommunities
Communities receive a ranking between 1 and 10
9 is for the minimum amount of activities required to receive a reduced premium (5%)
As of October 1, 2000, there were 926 participating communities nationwide: 5 with a Class 10 rating 431 with a Class 9 rating 352 with a Class 8 rating 110 with a Class 7 rating 27 with a Class 6 rating 1 with a Class 3 rating
ParticipatingParticipatingNorth Carolina North Carolina CommunitiesCommunities
North Carolina currently has 74 participating communities that are Class 9 and lower, including: 44 Class 9 24 Class 8 4 Class 7 2 Class 6 (the Towns of Southern Shores
and Wrightsville Beach)
Action Items/Wrap UpAction Items/Wrap Up