2019 Spring NCBIWA Conference Emerald Isle, NC - 2 - - 3 - - 4 - - - PowerPoint PPT Presentation

2019 spring ncbiwa conference emerald isle nc 2 3 4
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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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2019 Spring NCBIWA Conference – Emerald Isle, NC

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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

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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

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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

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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