2019 Spring NCBIWA Conference Emerald Isle, NC - 2 - - 3 - - 4 - - - PowerPoint PPT Presentation
2019 Spring NCBIWA Conference Emerald Isle, NC - 2 - - 3 - - 4 - - - PowerPoint PPT Presentation
2019 Spring NCBIWA Conference Emerald Isle, NC - 2 - - 3 - - 4 - Project Objectives: Two Interrelated Efforts City of Elizabeth City Waterfront Master Plan Assemble a long range, actionable plan for Elizabeth Citys +/- 1.2 miles
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Project Objectives: Two Interrelated Efforts
- City of Elizabeth City Waterfront Master Plan
- Assemble a long range, actionable plan for Elizabeth City’s +/- 1.2 miles of
Downtown waterfront
- Meaningfully engage the community in the plan making process, helping
channel their voice and desires to reshape the waterfront
- Ensure the plan accurately reflects current land use, economic and social
conditions in Elizabeth City
- Charles Creek Flooding Mitigation Plan
- Assist the City with improvement efforts along Charles Creek designed to
reduce / eliminate the long term risk to people and property caused by the continuing flooding issues experienced in that area
- Explore the way Charles Creek and the overall waterfront can be more
resilient to flooding events
- Meet the requirements stipulated under the Local Planning and Management
Grant by the Division of Coastal Management (CAMA)
Sources: CIN, CLIA and LandDesign, 2016
KEY SURVEY RESULTS AND FINDINGS
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Community Survey Effort
- Three week survey effort to measure community preferences and
gain insights on initial planning options
- www.harborofhospitality.com
- Survey effort ran from January 17 to February 9
- Tremendous feedback, with over 368 unique respondents and
nearly 3,000 website views
- Feedback was used to guide refined draft planning concepts
- Complete survey results and comments available from the project
website
Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
Selected Survey Responses and Feedback
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Sources: CIN, CLIA and LandDesign, 2016
Selected Survey Responses and Feedback
WATERFRONT MASTER PLANNING CONCEPTS
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
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Sources: CIN, CLIA and LandDesign, 2016
CHARLES CREEK FLOOD MITIGATION
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Model Selection
- XPSWMM 1D/2D selected due to low-lying ground elevations that
allow wind tides to cause overland flow that also interacts with pipe networks
Stormwater inlets Stormwater pipes __ __ Water level boundary condition 2D topographical surface color gradient (lower elevations in blue, higher elevations in
- range)
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Model Setup – Tides/River Levels
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Model Setup – Tides/River Levels
___________________________________________________ 10 year surge elevation
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Model Results – 10 yr Rainfall with 1.0’ and 1.8’ Tides
10 yr, 1.0’ Surge 10 yr, 1.8’ Surge
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Model Results – 25 and 50 yr Rainfall with Corresponding Tides
25 yr, 3.0’ Surge 50 yr, 3.6’ Surge
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Potential Flood Mitigation Options
- Protective berms
- Flood gate and pumps
- Green infrastructure
- Policy/ordinance revisions
Water Side of Berm Land Side of Berm
Earthen Berm
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Potential Flood Mitigation Options - Berms
- Protective berms along Charles Creek
shoreline where needed to mitigate river and wind tide flooding
- 25 yr return period storm selected (3 - 4.5’
NAVD)
- ~7200 ft. of berm needed, 2 - 4 ft. high
- Road raises needed where berms cross
roadways (~1300 ft. of road, 2 – 4 ft. raise)
- Conceptual level opinion of probable costs
= $2 - $2.25M (berm and interior drainage)
- Damages averted = $ 2.0M (taken from
FIMAN website)
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Model Results - Berms
Existing Conditions – 25 yr event With Berms – 25 yr event
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Potential Flood Mitigation Options – Flood Gate and Pumps
- Flood gate immediately downstream
- f Riverside/Shepard St. Bridge
- 50 yr return period storm selected (4
- 5’ NAVD)
- 250’ ft. long gate structure, 25 – 100
cfs pumps – (24-36 in., 10k – 50k gpm)
- Conceptual level opinion of probable
costs = $6.0 – 8.5M
- Damages mitigated = $6.0M (taken
from FIMAN website)
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Model Results – Flood Gate and Pumps
Existing Conditions – 50 yr event With Gate/Pump – 50 yr event
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Potential Flooding Mitigation Options – Green Infrastructure
- Reduce impervious % to
decrease runoff to stormwater infrastructure systems
- Soil conditions are
somewhat challenging
- More of an add-on to other
- ptions to improve existing
stormwater system behavior
- Model results show that
peak flows may be reduced by 5 - 10 %
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Funding Options and Approaches
- FEMA Funding
- Hazard Mitigation Grant Program
- Pre-Disaster Mitigation Program
- Flood Mitigation Assistance Program
- HUD Community Development Block Grant
Disaster Recovery
- Clean Water Management Trust Fund Grants
- NCDEQ Water Resources Development Grant
Program
- NOAA Coastal Resilience Grants Program
- Clean Water State Revolving Fund
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Potential Flood Mitigation Options – Policy & Ordinance Revisions
- Stormwater Ordinance
- Update to reflect recent changes in stormwater
rules, design guidance, and minimum criteria (DEQ, 2017)
- Simplify design criteria storm events for
consistency amongst land uses and development size
- Encourage implementation of green
infrastructure through language modification of Section G
- Floods (Chapter 154 Code of Ordinances)
- Add up to 1.5 feet of freeboard to FEMA flood
elevations to provide additional safety and resilience
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Alternatives Analysis
Flood Mitigation Option Probable Cost Probable Cost Protective Berms $2,200,000 $2,200,000 Flood Gate and Pumps $7,000,000 $7,000,000 Property Buyout and Demolition $7,600,000 $10,100,000 Raise Buildings $1,600,000 $2,100,000 Move Buildings $3,500,000 $4,000,000 Approximate Flood Damages $2,000,000 $6,000,000
25-yr storm event 50-yr storm event
*berms do not provide full flood protection for 50-yr event
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Recommendations
- Elevating or relocating structures or protective berms are
recommended flood mitigation alternatives
- Protective berms can be used with greenway/walkway to improve
connectivity between Elizabeth City universities
- Green infrastructure can serve as an add-on to improve existing
stormwater system behavior
- Ordinance/policy revisions:
- Update ordinance to reflect more 2017 stormwater rules and design guidance
- Promote green infrastructure for water quantity and quality improvement with
- rdinance modifications
- Provide additional freeboard on top of FEMA flood elevations