the green corridor project green infrastructure and stormwater pre- treatment concept “silva...
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The Green Corridor Project
Green Infrastructure and Stormwater Pre-Treatment Concept “Silva Cell” Crate System “Freno” Modular Flow-Through
Planters Micro-Pool Stormwater Swale
Streetscape Planting Concepts
Design Considerations: Expected Pollutants
• Landscaping sites (fertilizers -- phosphorus and nitrogen): greater cell depth will help filter these.– Studies show that removal of these pollutants increases with the depth of
the bio-retention cell, reaching removal levels up to 80% for phosphorus and 60% for nitrogen (TKN) with sufficient depth (study results relating to nitrogen vary).
• Parking lot or streetscape applications (metals, oils, grease and solids): Thicker mulch layer– Studies support that a significant mulch layer will effectively remove
greater than 90% of copper, zinc and lead.
In urban areas where heavy metals are the focal pollutants, shallow bioretention facilities with a significant mulch layer may be recommended. In residential areas, however, where the primary pollutants of concern are nitrogen and phosphorus, the depth dependence will require deeper cells that reach approximately 2 to 3 feet
http://www.lid-stormwater.net/bio_benefits.htm
Bio-retention removes Pollutants (survey of studies)
Pollutant Pollutant RemovalCopper 43%-97%
Lead 70%-95%
Zinc 64%-95%
Phosphorus 65%-87%
Total Kjeldahl Nitrogen (TKN) 52-67%
Ammonium (NH4+ ) 92%
Nitrate (NO3-) 15%-16%
Total nitrogen (TN) 49%
Calcium 27%
Bioretention BMP, http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.
Fairfax Boulevard Stormwater Pre-Treatment Filtration Based System
Filtration Systems provide temporary storage and filtration of stormwater, contributing to:
• Water quality control• Percentage Reduction of Stormwater Volume• Channel protection,• Overbank protection, and• Extreme flood control
• Used where soils are not suitable for infiltration
• The system stores and treats stormwater before returning it to the stormwater drainage system typically through a perforated under-drain.
• Use of small scale, natural drainage features to slow, clean and capture runoff to reduce the impacts of development on rivers, streams, lakes, coastal waters, and ground water.
Fairfax Boulevard Lancaster Cir. To 6th Ave
“Silva Cell” Crate System
Suspended Concrete and Brick Paving
Stormwater Distribution/Irrigation Lines
“Silva Cell” Structural Crates Containing Uncompacted
Engineered Soils for Tree Root Growth and Water RetentionPerforated Under Drains for
Large Storm Events
Geomembrane Liner to prevent Infiltration beyond the Structural Crate System
Connection to the Underground Storm Sewer System
How the “Silva Cell” Crates works
Washington DC- SW 1st street- Silva Cells 2008- 2010
Willow Oak (Quercus phellos) Planted 1985, 25 years old in 2010Avg DBH 16 inches; Avg 44 feet; Avg Soil Volume 700 cubic feet
City of Charlotte Soil Vaults- 1985
Fairfax Boulevard 6th Ave. to 12th Ave.
Modular Flow-Through Planters
Precast Concrete Curb Drain/Inlet
Gravel Filter Strip
Overflow Drain for Large Storm Events
Geomembrane Liner to prevent Infiltration beyond the Flow-Through Planter
Modular Precast Concrete Flow-ThroughPlanter Walls
Connection to the Underground Storm Sewer System
Herbaceous Plantings
2 inch Mulch Layer
Engineered Soils
Sand and Gravel Drainage Bed
Perforated Under Drains
“Freno” Modular Flow-Through Planters
Life Cycle Benefits
• As a modular system the Freno Flow-Through Planter can be removed and reused.
• Similarly, components can be
removed and reconfigured if the site is redesigned.
• The system can be repaired with replacement parts if accidental damage occurs.
Suggested Modular Flow-Through Planter Maintenance
Activity Schedule
• Water plants daily for 2 weeks At project completion
• Inspect soil and repair eroded areas• Remove litter and debris• Re-mulch void areas
As Needed
• Remove and replace dead and diseased vegetation Twice per year
• Add mulch• Cut back herbaceous plantings during winter dormancy Once per year
• Test soil treatment performance and replace soil/plants Testing 3 years
As needed (7-10years)
Bioretention BMP, http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm
Fairfax Boulevard 6th Ave. to Fairfax
CrossingMicro-Pool
Stormwater Swale
Landscape Micro-Pool Plantings w/ Street Trees
Weir Wall Spillways
Overflow Drain for Large Storm Events
Connection to the Underground Storm Sewer System
3 ft. Turf Filter Strip
Herbaceous Plantings with Formal Planting Border
Perforated Under Drains
Layered and “Over” Planting Approach to Micro-Pool Planting
Suggested Micro-Pool Weir Planting Maintenance
Activity Schedule
• Water plants daily for 2 weeks At project completion
• Inspect soil and repair eroded areas• Remove litter and debris• Re-mulch void areas
As Needed
• Mow monthly for the First year First year Only
• Add mulch• Mow and/or cut back plantings during winter dormancy• Selectively Remove Invasive exotic Plants
Once per year
• Re-plant eroded and bare areas after large storm events As needed
Bioretention BMP, http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm
The Key to the Overall Success of the Micro-Pool Planting is to not
over maintain after the First Year
•Mow and/or cutback once a year
•No irrigation needed
•No fertilizing needed
Bio-diverse Planting of Street Trees
Layered and “Over” Planting Modular Flow-Through Planters
Micro-Pool Strategic Combination Plantings
Brick and Concrete Paving between Lancaster Cir. And 6th Ave.