Dead Run Stream Restoration Public meeting February 18, 2015

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Middle Potomac Watershed Plan Implementation Dead Run Stream Restoration Project Public Meeting McLean Community Center February 18, 2015 Stormwater Planning Division Department of Public Works and Environmental Services

Transcript of Dead Run Stream Restoration Public meeting February 18, 2015

Page 1: Dead Run Stream Restoration Public meeting February 18, 2015

Middle Potomac Watershed Plan Implementation

Dead Run Stream Restoration Project

Public MeetingMcLean Community Center

February 18, 2015

Stormwater Planning DivisionDepartment of Public Works and Environmental Services

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Meeting Outline

• Fairfax County DPWES and Stormwater Management

• Countywide Watershed Plan Implementation• Project Introduction and Objectives• Natural Channel Design Principles• Existing Conditions• Proposed Improvements • Next Steps• Questions?

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Fairfax County Department of Public Works and Environmental Services (DPWES)

Department of Public Works and Environmental Services

Land Development

Services

CapitalFacilities Solid Waste Stormwater

Stormwater Planning Division

Maintenance and Stormwater

Management Division

Wastewater

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Stormwater Infrastructure

• Conveyance System– 1,600 miles pipe and

paved channel– 43,000 structures– 6,800 outfalls

• Management Facilities– 1,540 County Maintained – 3,720 Privately Maintained

• State Regulated Dams

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Service Drivers

In response to The Clean Water Act of 1972…

National Pollutant Discharge Elimination System (NPDES)Virginia Stormwater Management Program (VSMP)

RegulationsMunicipal Separate Storm Sewer Permit (MS4)Total Maximum Daily Loads (TMDLs)

Chesapeake BayLocal Streams

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Countywide Watershed Planning

“Healthy Watersheds, Healthy Communities”

• 30 Designated Watersheds

• All 15 watershed plans have been adopted by Fairfax County

http://www.fairfaxcounty.gov/dpwes/watersheds/

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Middle Potomac Watershed Plan

• Watershed Characterization– Water Quality Monitoring– Land Use Change– Pollutant Loading

• Structural Project– 25 year plan

• Non-Structural Practices– Policy and Regulations

http://www.fairfaxcounty.gov/dpwes/watersheds/

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Dead Run Watershed Plan

• Dead Run has a drainage area just over 3 mi2

• 24 priority projects identified in the watershed management plan

• Pond retrofits• LID Stormwater Enhancements• Stream Restoration• Neighborhood Stormwater

Improvementshttp://www.fairfaxcounty.gov/dpwes/stormwater/projects/project_list.htm

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Approximately 1/3 of the roof is covered in vegetation. The benefits of a “living roof” include:• Reduces the amount of stormwater runoff• Absorbs air pollution and carbon dioxide• Reduces the energy needed to cool the building in summer

Partnership: LID Stormwater EnhancementsDolley Madison Library

Vegetated Roof- Delosperma and Allium plants in bloom

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Partnership: LID Stormwater EnhancementsDolley Madison Library

Sustainable Site Design

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Dead Run – Before & After

Drainage Area(acres)

Phosphorous Removal(lbs/yr)

Nitrogen Removal(lbs/yr)

Sediment Removal(tons/yr)

415 15 283 3

Stream Restoration

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Dead Run – Stream Restoration

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Stream Monitoring Program

Study Objectives1. Generate long-term monitoring

data.

2. Evaluate relations between observed conditions/trends and BMP implementation.

3. Transfer the understanding gained to other less-intensively monitored watersheds.

http://va.water.usgs.gov/projects/ffx_co_monitoring.htm

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Dead Run Stream Restoration

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Dead Run Stream Restoration

Segment 1 – Dominican Retreat• 2,000 Linear Feet

• Extends to Old Dominion Drive

• Residential lots along Merrimac Drive and Van Ness Court

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Dead Run Stream Restoration

Segment 2 – McLean Central Park• 800 Linear Feet

• Completely in Park

• Starts below previously restored section near library

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Dead Run Stream Restoration

Segment 3 – Dead Run Stream Valley Park• 1,500 Linear Feet

• Extends to Churchill Road

• Residential lots along Elizabeth Drive and Carol Rayes Street

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Natural Channel Design

Background and Design Approach

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Geomorphic Assessment of Stream Channel.

Dead Run Stream is between Stage III and V.

Understanding channel evolution informs the design process.

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Dead Run Watershed Assessment

• Drainage area at upstream of Segment 2 is 380-acres

• Drainage area at downstream end of Segment 2 is 492-acres

• Drainage area at downstream end of Segment 3 is 685-acres

Evaluate Bankfull Channel design parameters and 100 year floodplain

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Assessment of Channel Conditions using BANCS method, Bank Erosion Hazard Index (BEHI) and Near Bank Stress (NBS)

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Representative photograph of Dead Run Stream channel conditions. Note tree impacts due to soil loss.

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Representative photograph of Dead Run Stream channel conditions. This is tributary going up to tennis courts.

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Representative photograph of Dead Run Stream channel conditions. This is within Segment 3.

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Representative photograph of Dead Run Stream channel conditions. This is within Segment 3.

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Representative photograph of Dead Run Stream channel conditions. Bottom of Segment 3 at Churchill Road.

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What benefit does stream restoration provide? • Reduces soil loss, phosphorus and nitrogen nutrients. • TP reduction credits up to 2.6x the CBPO interim value and TN

reduction credits up to 5x the CBPO interim value.

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• Evaluate tree conditions.• Inform design and

decision making.• Trees 12” and larger

located.• Significant effort has

been made to re-design channel to save and protect trees.

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Concept Design Dead Run Stream Restoration

Segment 2 and 3

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Representative Design Strategies• Dead Run Restoration will primarily

include a combination of Priority 3 and 4.

Priority 4Stabilize Channel In-Place

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Concept DesignSegment 2 Upper

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Concept Design Segment 2 Lower

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Segment 3: Existing Conditions Analysis, Floodplain Areas

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Segment 3: Existing Conditions AnalysisEasements, Utilities, Trails, Bridges, Properties

Ex. Sanitary Sewer

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Segment 3: Concept Channel Layout

Proposed Channel

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Segment 3: Evaluate Trees and Channel Design

Proposed Channel

Potential Tree Removal

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Segment 3: Proposed In-Stream Structures Analysis

Proposed Channel

Potential Tree Removal

Proposed Structures

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Modified Cross Vane

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Looking upstream at boulder rock toe and constructed riffle

Looking upstream at boulder rock toe – 2 and 3 courses

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Infill mix comprised of cobbles, gravels, sand, silt, topsoil

Larger material, usually cobble

Constructed Riffle(aka Reinforced Streambed)

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Constructed Riffle

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Segment 3: Evaluate the project limits and the area necessary to restore the stream* Save trees and minimize disturbance

Proposed Limits of Work

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Segment 3: Evaluate Access Routes and StagingBenefits: Save trees, reduce trail closures, opportunities to re-landscape.

EntranceAccess

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Next Steps

• Complete Preliminary Design including access options

• Public Meeting• Final Design• Project Construction

• FY2017/FY2018 - dependent on available funding• Community Coordination: Pardon our Dust

• Maintenance and Operation

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Dipmani Kumar, [email protected]

Matt Meyers, [email protected]

Stormwater Planning DivisionDepartment of Public Works and Environmental ServicesFairfax County12000 Government Center Parkway, Suite 449Fairfax, Virginia 22035(703)-324-5500

www.fairfaxcounty.gov/dpwes/stormwater

Questions ?

• Contact Information

A Fairfax County Publication, February 18, 2015To request this information in an alternate format call 703-324-5500, TTY 711