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Urban Stream Restoration Case Studies: Challenges and Opportunities. Alabama Cooperative Extension System ADEM CAWACO RC&D Samford University Goodwyn Mills & Cawood LBYD Volkert Stantec Cities of Auburn, Daphne, Jasper, Montgomery, Vestavia Hills. Alabama Water Resources Conference
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Urban Stream Restoration Case Studies: Challenges and Opportunities Alabama Cooperative Extension System ADEM CAWACO RC&D Samford University Goodwyn Mills & Cawood LBYD Volkert Stantec Cities of Auburn, Daphne, Jasper, Montgomery, Vestavia Hills Alabama Water Resources Conference September 6-7, 2012 Greg Jennings, Darrell Westmoreland, Eve Brantley
Stream Restoration “activities that initiate or accelerate the recovery of ecosystem health, integrity, and sustainability” (SER, 2004) Jasper Town Creek Auburn UT Town Creek
Stream Restoration is a Systematic Process Planning & Assessment Engineering Construction & Planting Monitoring, Maintenance, Adjustments SamfordUniv Shades Creek Daphne UT D’Olive Creek
Goals of Stream Restoration Projects • Improve habitats & water quality • Improve recreation & aesthetics • Protect infrastructure & land value • Educate citizens & decision-makers Daphne UT D’Olive Creek SamfordUnivShades Creek
Case Studies Jasper Town Creek Vestavia Hills Little Shades Creek Samford University Shades Creek Auburn UT Town Creek Montgomery White Slough Daphne UT D’OliveCreek
Auburn Town Creek Trib (2008) Project Mgmt: Auburn Univ Funding: ADEM 319, USEPA Design:Stantec, Jennings Construction: North State Environmental Vegetation:Auburn Univ 2007 2009
Jasper Town Creek (2008) Project Mgmt: CAWACO RC&D Funding: ADEM 319 Design:Stantec, Jennings Construction: North State Environmental Vegetation:Auburn Univ, NSE 2007 2010
Montgomery White Slough (2009) Project Mgmt: Auburn Univ Funding: ADEM 319 Design: GMC, Jennings Construction: GMC Vegetation:GMC, Auburn Univ 2008 2010
Vestavia Hills Little Shades Creek (2010) Project Mgmt: CAWACO RC&D Funding: ADEM 319 Design: GMC, Jennings Construction: North State Environmental Vegetation:Auburn Univ, NSE 2009 2011
Daphne UT D’OliveCreek (2010) Project Mgmt: Daphne Funding:NRCS Design:Volkert, Jennings Construction: North State Environmental Vegetation:Daphne 2010 2012
Samford University Shades Creek (2011) Project Mgmt:SamfordUniv Funding:SamfordUniv Design: LBYD, Jennings Construction: North State Environmental Vegetation:Auburn Univ, NSE 2010 2011
Stream Restoration as a BMP • Sediment control • Nutrient cycling (instream & floodplain) • Peak discharge attenuation • Habitats (aquatic & terrestrial) • Infrastructure protection
Challenges for Stream Restoration High Flows Low Flows Lateral Constraints Road Crossings Stormwater Outfalls Invasive Plants Beavers & Other Critters
1. High Flows • Floodplain is critical for stress relief • Design/construct for maximum flood Shades Creek one month following construction (March 2011)
High Flows: Solutions • Reconnect floodplain to carry “bankfull” flows • Resist bed shear stress with grade controls & riffles • Protect soil on banks & floodplain (temporary & permanent) White Slough floodplain UT D’OliveCreek log vanes & weirs
Reconnect Floodplain: Priority 1 Replace incised channel with shallow channel raised to existing floodplain elevation 2006 Town Creek Tributary 2007
Reconnect Floodplain: Priority 2 Excavate wide floodplain and meander channel at a lower elevation ER = 6; W/d = 11 2008 White Slough 2010
Resist Bed Shear Stress • Log & rock weirs • Reinforced riffles • Vanes
Protect Soil: Temporary • Biodegradable matting • Straw& annual grasses • Rushes & sedges
Protect Soil: Permanent • Native grasses • Rushes & sedges • Shrubs & trees
2. Low Flows • Maintain pools for habitat • Connection to ground water (hyporheic zone) Shades Creek before project – plane bed, over-wide, mid-channel bars
Low Flows: Solutions • Narrow low-flow channel with benches • Bed-form diversity • Natural substrate for hyporheic connection Shades Creek log vane & pool UT D’OliveCreek log vane & pool
3. Lateral Constraints • Protect infrastructure • Optimize ecosystem services UT D’OliveCreek before project – constrained by house and hillslope
Lateral Constraints: Solutions • Structures to direct flow • Vegetated benches • Consider flood flows UT D’OliveCreek realignment, floodplain bench, structures, vegetation
Little Shades Creek • Houses • Sewer lines • Roads & bridges February 2010
Entrenchment Ratio = Wfpa / Wbkf = 60/38 = 1.6 Wfpa Wbkf March 2010
Entrenchment Ratio = Wfpa / Wbkf = 60/38 = 1.6 Wfpa Wbkf August 2010
Shades Creek • Athletic fields • Roads & bridges January 2011
Entrenchment Ratio = Wfpa / Wbkf = 55/45 = 1.2 Wfpa Wbkf May 2011
Saugahatchee Creek – Sewer Line Protection 3 Log Vanes 2007 2008
Saugahatchee Creek – Sewer Line Protection 3 Log Vanes 2009 January 2009 July Photo Credit: Dan Ballard, Town of Auburn
4. Road Crossings • Aquatic organism passage • Minimize geomorphic impacts • Pass flood flows
Road Crossings: Solutions • Hydraulic opening to pass flows & sediment • Vanes to direct flow & control grade Jasper Town Creek W-vane upstream of bridge
Hydraulic Opening • Bridge • Arch culvert • Bottomless or buried bottom • Floodplain openings
Flow Direction & Grade Control • Vanes • Cross vanes • W-vanes
5. Stormwater Outfalls • Minimize erosion & scour in channel • Improve water quality
Stormwater Outfalls: Solutions • Energy dissipation basins • Floodplain wetlands • Watershed stormwater retention & infiltration
Stormwater Outfall Channels (10) • Vegetated bio-swales (low slope) • Rock step-pools (high slope)
Stormwater Wetland Enhancement • Runoff from 90 acres • Sediment retention (78% reduction) • Native plants – nutrient cycling
6. Invasive Plants Diverse native riparian plant communities Self-sustaining streamside forest
Invasive Plants: Solutions • Long-term maintenance • Education
7. Beavers & Other Critters • Healthy streamside forest • Free-flowing stream
Critters: Solutions • Tree guards • Eradication: beaver, deer, geese
Summary: Plan for Success Plan for floods -- immediately & often Plan for dry weather Plan for vegetation maintenance Understand constraints Flexibility to respond to surprises