Drainage Facility Public Works Surface Water Management Maintenance Guide May 2013
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Rain Garden, Bioswale, Micro-Bioretention
Rain Garden, Bioswale, Micro-Bioretention What are rain gardens, bioswales, and micro- Basic Maintenance ... bioretention facilities? Regularly inspect for signs of erosion, obstructions, Rain gardens, bioswales, and micro-bioretention areas are or unhealthy vegetation. functional landscaping features that filter rainwater and Remove weeds and invasive plantings. improve water quality. Remove any trash in the bioretention area or the inlet Micro-bioretention areas are typically planted with native channels or pipes. plants and have three layers: mulch, a layer of soil, sand and Check the facility 48 hours after a rain storm to make organic material mixture, and a stone layer. A perforated sure there is no standing water. pipe within the stone layer collects and directs the filtered rainwater from large storms to a storm drain system so the facility drains within 2 days. Micro-bioretention areas are often located in parking lot islands, cul-de-sacs islands, or Seasonal Maintenance … along roads. Cut back dead stems from herbaceous plantings in the beginning of the spring season. Rain gardens are very similar to micro-bioretention. They collect rainwater from roof gutters, driveways, and sidewalks. Water new plantings frequently to promote plant growth Rain gardens are common around homes and townhomes. and also during extreme droughts. Replenish and distribute mulch to a depth of 3 inches. A bioswale is similar to a micro-bioretention area in the way it is designed with layers of vegetation, soil, and a perforated Remove fallen leaves in the fall season. pipe within the bottom stone layer. Bioswales typically are located along a roadway or walkway. -
Testing a Bioswale to Treat and Reduce Parking Lot Runoff
2009 Testing a Bioswale to Treat and Reduce Parking Lot Runoff Qingfu Xiao, University of California, Davis E. Greg McPherson, Center for Urban Forest Research, USDA Forest Service 2/24/2009 Abstract.............................................................................................................................................3 Introduction ......................................................................................................................................4 Methods ............................................................................................................................................7 Study Site.......................................................................................................................................7 Experiment Setup.........................................................................................................................8 Runoff Measurement System ...................................................................................................11 Measurement System Calibration ..........................................................................................13 Water Quality Analysis ..............................................................................................................13 Results and Discussion...................................................................................................................15 Storm Runoff Reduction............................................................................................................16 -
Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff
Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff WA-RD 724.1 Mark W. Maurer March 2009 WSDOT Research Report Office of Research & Library Services Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff Mark W. Maurer A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science University of Washington 2009 Program Authorized to Offer Degree Civil and Environmental Engineering TECHNICAL REPORT STANDARD TITLE PAGE 1. REPORT NO. 2. GOVERNMENT ACCESSION NO. 3. RECIPIENTS CATALOG NO WA-RD 724.1 4. TITLE AND SUBTILLE 5. REPORT DATE Design and Construction of a Field Test Site to Evaluate the March 13, 2009 Effectiveness of a Compost Amended Bioswale for Removing 6. PERFORMING ORGANIZATION CODE Metals from Highway Stormwater Runoff 7. AUTHOR(S) 8. PERFORMING ORGANIZATION REPORT NO. Mark Maurer 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NO. HQ Design Office,Highway Runoff Section 310 Maple Park Ave, MS 47329 11. CONTRACT OR GRANT NO. Olympia, WA 98504-7329 12. CPONSORING AGENCY NAME AND ADDRESS 13. TYPE OF REPORT AND PERIOD COVERED 14. SPONSORING AGENCY CODE 15. SUPPLEMENTARY NOTES This study was conducted in cooperation with the U.S. Department of Transportation, Federal Highway Administration. 16. ABSTRACT Stormwater from impervious surfaces generally has to be treated by on or more best management practices (BMP) before being discharged into streams or rivers. Compost use for treating stormwater has increased in recent years as trials show that compost amended soils and compost blankets prevent erosion and improve water quality. -
Analysis of Bioswale Efficiency in Treating Surface Runoff
Analysis of Bioswale Efficiency for Treating Surface Runoff A Group Project submitted in partial satisfaction of the requirements of the degree Master of Environmental Science and Management Donald Bren School of Environmental Science and Management University of California, Santa Barbara By William W. Groves Phillip E. Hammer Karinne L. Knutsen Sheila M. Ryan Robert A. Schlipf Advisors: Jeff Dozier, Ph.D. Thomas Dunne, Ph.D. Analysis of Bioswale Efficiency for Treating Surface Runoff As authors of this group project, we are proud to archive it in the Davidson Library so that the results of our research are available for all to read. Our signatures on the document signify our joint responsibility in fulfilling the archiving standards set by Graduate Division, Davidson Library, and the Bren School of Environmental Science and Management. William W. Groves Phillip E. Hammer Karinne L. Knutsen Sheila M. Ryan Robert A. Schlipf This Group Project is approved by: Jeff Dozier, Ph.D. Thomas Dunne, Ph.D. Analysis of Bioswale Efficiency for Treating Surface Runoff Page ii Acknowledgements The Bioswale Group would like to thank the following organizations for their contributions in funding our research: • Wynmark Company • University of California Toxic Substances Research & Teaching Program, Coastal Component We also thank the following individuals for their valuable assistance: Mark Linehan, Wynmark Co. Kim Schizas, Wynmark Co. J.T. Yean, Fuscoe Engineering Cal Woolsey, Fuscoe Engineering Tom Dunne, Bren School Professor Jeff Dozier, Dean of the Bren School John Melack, Bren School Professor Trish Holden, Bren School Professor Linda Fernandez, Visiting Professor Darcy Aston, Santa Barbara County Water Agency Analysis of Bioswale Efficiency for Treating Surface Runoff Page iii Description of the Group Project The group project is a major component of the degree requirements for Master’s students in the Donald Bren School of Environmental Science and Management at the University of California, Santa Barbara. -
Introduction to Green Infrastructure Techniques and Opportunities
Introduction to Green Infrastructure Techniques and Opportunities Donald D. Carpenter, PhD, PE, LEED AP Drummond Carpenter, PLLC Presentation Overview • Hydrology 101 • Introduction to GI • Specific GI Techniques • Examples of GI by Land Use Typology Hydrologic Cycle Stormwater Management • Stormwater Runoff = f (Rain, Landuse, Soil) Rain Rainfall Distribution 2 - 3", 3% 3+ ", 1% 1 - 2", 20% 0 - 1", System Design 76% 24 Hour 1-yr Event 2-yr Event 10-yr Event 100-yr Event Duration SE MI (1992) 1.87” 2.26” 3.13” 4.36” SE MI (2016) 2.04” 2.30” 3.24” 5.62” SE MI High 2.33” 2.63” 3.74” 6.62” What is Green Infrastructure? Green infrastructure uses vegetation, soils, and natural processes to manage water and create healthier urban environments. Green infrastructure refers to the patchwork of natural areas that provides habitat, flood protection, cleaner air, and cleaner water. At the scale of a neighborhood or site, green infrastructure refers to stormwater management systems that mimic nature by soaking up and storing water. - United States Environmental Protection Agency Infiltration Based Green Infrastructure Techniques • Bioretention Cells (Rain Gardens) • Planter Boxes • Vegetated Swales and Bioswales • Street Trees and Tree Box Filters • Infiltration Galleries or Swales • Permeable Pavement Bioretention Cells and Rain Gardens Bioretention Cells or Rain Gardens? Rain Gardens Ann Arbor, MI Bioretention Cells Macomb Co. Municipal Bldg Mount Clemens, MI Bioretention Design Bioretention Construction Planter Boxes Planter Boxes Planter Boxes -
How to Maintain Your Rain Garden, Bioswale, Or Micro-Bioretention Area STORMWATER FACILITY MAINTENANCE PROGRAM
How to maintain your Rain Garden, Bioswale, or Micro-Bioretention Area STORMWATER FACILITY MAINTENANCE PROGRAM What are rain gardens, bioswales, Actions you can take You can prolong the and micro-bioretention facilities? Do… life of your rain garden, Rain gardens, bioswales, and micro-bioretention bioswale, and areas are functional landscaping features that Monthly micro-bioretention filter rainwater and improve water quality. facility and save on ✓ Regularly inspect the facility. Notify maintenance costs by Micro-bioretention areas are typically planted DEP if signs of erosion, obstructions, keeping your site clean with native plants and have three layers: mulch; or unhealthy vegetation. and regularly inspecting a layer of soil, sand, and organic material ✓ Remove weeds and invasive plants. and maintaining the mixture; and a stone layer. A perforated pipe facility to ensure it is within the stone layer collects and directs the ✓ Remove any trash that has washed functioning properly. filtered rainwater from large storms to a storm into the bioretention area or the drain system so the facility drains within 2 days. inlet channels or pipes. Micro-bioretention areas are often located in parking lot islands, cul-de-sac islands, or ✓ Check the facility a few days after a rain storm to make sure that along roads. there is not standing water after 2 days. Rain gardens are very similar to micro- As needed bioretention areas, except they do not have a buried perforated pipe. They often collect ✓ Cut back dead stems of herbaceous plants in March and remove water from roof gutters, driveways, and from the facility. sidewalks. Rain gardens are common around ✓ Water new plants during initial establishment of plant growth homes and townhomes. -
Biofiltration Swale Design Guidance
Biofiltration Swale Design Guidance September 2012 California Department of Transportation Division of Environmental Analysis Storm Water Program 1120 N Street Sacramento, California http://www.dot.ca.gov/hq/env/stormwater/index.htm Caltrans Storm Water Quality Handbook Biofiltration Swale Design Guidance For individuals with sensory disabilities, this document is available in alternate formats upon request. Please call or write to Storm Water Liaison, Caltrans Division of Environmental Analysis, P.O. Box 942874, MS-27, Sacramento, CA 94274-0001. (916) 653-8896 Voice, or dial 711 to use a relay service. Caltrans Storm Water Quality Handbook Biofiltration Swale Design Guidance Table of Contents 1. INTRODUCTION............................................................................................................................... 1 1.1. OVERVIEW ..................................................................................................................................... 1 1.2. BIOFILTRATION SWALES – A BRIEF DESCRIPTION ......................................................................... 1 2. BASIS OF BIOFILTRATION SWALE DESIGN ........................................................................... 3 2.1. DESIGN CRITERIA .......................................................................................................................... 3 2.2. RESTRICTIONS ............................................................................................................................... 4 3. GETTING STARTED ....................................................................................................................... -
How to Maintain Your Rain Garden, Bioswale, and Micro-Bioretention
How to maintain your RAIN GARDEN, BIOSWALE, AND MICRO-BIORETENTION PRACTICE Montgomery County, Maryland Department of Environmental Protection Stormwater Facility Maintenance Program What are rain gardens, bioswales, Actions you can take and micro-bioretention facilities? Rain gardens, bioswales, and micro- Do… bioretention areas are functional landscaping Monthly features that filter rainwater and improve ✔ Regularly inspect the practice for signs of erosion, water quality. obstructions, or unhealthy vegetation. Micro-bioretention areas are typically ✔ Remove weeds and invasive plants. planted with native plants and have three ✔ layers: mulch; a layer of soil, sand, and Remove any trash that has washed into the bioretention organic material mixture; and a stone layer. A area or the inlet channels or pipes. perforated pipe within the stone layer collects ✔ Check the facility a few days after a rain storm to make and directs the filtered rainwater from large sure that there is not standing water after 2 days. storms to a storm drain system so the facility As needed drains within 2 days. Micro-bioretention areas ✔ Cut back dead stems of herbaceous plants in March and remove from the facility. are often located in parking lot islands, cul-de- ✔ sac islands, or along roads. Water new plants during initial establishment of plant growth (first 18 months) and extreme droughts. Watering should only Rain gardens are very similar to micro- be needed when it has not rained for more than 10 days. bioretention, except they do not have a buried ✔ Replenish and redistribute mulch to a total depth of 3 inches. perforated pipe. They often collect water from roof gutters, driveways, and sidewalks. -
DESIGN SPECIFICATION 2.9 Bioswale
DESIGN SPECIFICATION 2.9 Bioswale PURPOSE & DESCRIPTION germination, moisture management, and irrigation can be Filtrexx® Bioswale is a permanent, vegetated, shallow depression difficult. or channel used to convey, slow, and filter storm water. The • Bioswales may use Filtrexx Check Dams, which are easily bioswale system combines infiltration, filtration, and flow velocity maintained and/or replaced for long-term pollutant filtration control mechanisms to reduce storm water pollutant loading applications. and flow surges to receiving waters or areas. This Low Impact • No trenching is required for check dams; therefore soil and plant Development management practice combines the benefits of roots are not disturbed upon installation. organic matter and vegetation to physically and chemically (ionic • Organic matter and humus colloids in Filtrexx® FilterMedia™ adsorption) filter storm water pollutants. Compost bioswales may and GrowingMedia™ have the ability to bind and adsorb use Filtrexx® Check Dams (Section 1.3) to reduce storm water phosphorus, metals, and hydrocarbons that may be present in flow velocity and soil erosion, and increase infiltration and filtration contaminated water. within the bioswale system. • Microorganisms in compost FilterMedia and GrowingMedia have the ability to degrade organic pollutants and cycle captured APPLICATION nutrients from contaminated water. The bioswale system is typically designed as a permanent feature of • Compost FilterMedia and GrowingMedia improves existing soil the landscape. Applications include: -
Volume V Runoff Treatment Bmps
Snohomish County Drainage Manual Volume V Runoff Treatment BMPs September 2010 Table of Contents Chapter 1 - Introduction ................................................................................................... 1 1.1 Purpose of this Volume .................................................................................................. 1 1.2 Content and Organization of this Volume ..................................................................... 1 1.3 How to Use this Volume ................................................................................................ 1 1.4 Runoff Treatment Facilities ........................................................................................... 2 1.4.1 General Considerations ............................................................................................... 2 1.4.2 Maintenance ................................................................................................................ 2 1.4.3 Treatment Methods ..................................................................................................... 2 Chapter 2 - Treatment Facility Selection Process .......................................................... 4 Chapter 3 - Treatment Facility Menus ............................................................................ 5 Chapter 4 - General Requirements for Stormwater Facilities ...................................... 6 4.1 Design Volume and Flow .............................................................................................. 6 4.1.1 -
Stormwater Facility Maintenance Manual BG02.02 March 2019
Stormwater Facility Maintenance Manual BG02.02 March 2019 Public Works Department Engineering Division 109 SW 1st Street, Suite #122 Battle Ground, WA 98604 Special thanks to: Please save paper by duplex printing. Several pages throughout this manual have been purposely left blank to facilitate duplex printing. Table of Contents INTRODUCTION .............................................................................................................................................................. 1 CATCH BASIN .................................................................................................................................................................. 7 MANHOLE ...................................................................................................................................................................... 13 DETENTION TANKS AND VAULTS .............................................................................................................................. 15 CONTROL STRUCTURE/FLOW RESTRICTOR ........................................................................................................... 17 TRASH SCREEN ............................................................................................................................................................ 19 ENERGY DISSIPATER .................................................................................................................................................. 21 BIOFILTRATION SWALE .............................................................................................................................................. -
Appendix D-2 Bioretention Area Design Example
Appendix D-2 Bioretention Area Design Example Base Data Hydrologic Data Site Area = Total Drainage Area (A) = 3.0 ac Pre Post Impervious Area = 1.9 ac; or I = 1.9/3.0 = 63.3% CN 70 88 Soils Types: “C” tc .39 .20 Figure 1. Etowah Recreation Center Site Plan This example focuses on the design of a bioretention facility to meet the water quality treatment requirements of the site. Channel protection and overbank flood control are not addressed in this example other than quantification of preliminary storage volume and peak discharge requirements. It is assumed that the designer can refer to the previous pond example in order to extrapolate the necessary information to determine and design the required storage and outlet structures to meet these criteria. In general, the primary function of bioretention is to provide water quality treatment and not large storm attenuation. As such, flows in excess of the water quality volume are typically routed to bypass the facility or pass through the facility. Where quantity control is required, the bypassed flows can be routed to conventional detention basins (or some other facility such as underground storage vaults). Under some conditions, channel protection storage can be provided by bioretention facilities. Appendix D Columbia County Stormwater Management Design Manual D-2-1 Computation of Preliminary Stormwater Storage Volumes and Peak Discharges The layout of the Etowah Recreation Center is shown in Figure 1. Step 1 -- Compute runoff control volumes from the Unified Stormwater Sizing Criteria Compute Water Quality Volume, WQv Compute Runoff Coefficient, Rv Rv 0.05 (63.3)(0.009 ) 0.62 Compute WQv WQv (1.2" )(R v )(A) / 12 (1.2")(0.62)(3.0 ac)(43,560 ft2 / ac)(1 ft / 12 in) 8,102 ft3 Compute Stream Channel Protection Volume (Cpv): For stream channel protection, provide 24 hours of extended detention for the 1-year event.