Problems and Solutions for Managing Urban Stormwater Runoff
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Effects of Stormwater Runoff from Development by Robert Pitt, P.E
A River Network Publication Volume 14 | Number 3 - 2004 Effects of Stormwater Runoff from Development By Robert Pitt, P.E. Ph.D., University of Alabama ost people know that urban runoff is a problem, but very few realize just how harmful it can be for rivers, lakes and streams. In order to secure better control of urban runoff, we must make the public and its officials aware of the full extent of the problems that need to be prevented when new M development takes place. Urban runoff has been found to cause significant impacts on aquatic life. The effects are obviously most severe for waters draining heavily urbanized watersheds. However, some studies have shown important aquatic life impacts even for streams in watersheds that are less than ten percent urbanized. Most aquatic life impacts associated with urbanization are probably related to long- term problems caused by polluted sediments and food web disruption. Because ecological responses to watershed changes may take between 5 and 10 years to equilibrate, water monitoring conducted soon after disturbances or mitigation may not accurately reflect the long-term conditions that will eventually occur. The first changes due to urbanization will be to stream and groundwater hydrology, followed by fluvial morphology, then water quality, and finally the aquatic ecosystem. Effects of Stormwater Discharges on Aquatic Life Many studies have shown the severe detrimental effects of urban runoff on water Photo courtesy of Dr. Pitt organisms. These studies have generally examined receiving water conditions above and below a city, or by comparing two parallel streams, one urbanized and another nonurbanized. -
Managing Storm Water Runoff to Prevent Contamination of Drinking Water
United States Office of Water EPA 816-F-01-020 Environmental Protection (4606) July 2001 Agency Source Water Protection Practices Bulletin Managing Storm Water Runoff to Prevent Contamination of Drinking Water Storm water runoff is rain or snow melt that flows off the land, from streets, roof tops, and lawns. The runoff carries sediment and contaminants with it to a surface water body or infiltrates through the soil to ground water. This fact sheet focuses on the management of runoff in urban environments; other fact sheets address management measures for other specific sources, such as pesticides, animal feeding operations, and vehicle washing. SOURCES OF STORM WATER RUNOFF Urban and suburban areas are predominated by impervious cover including pavements on roads, sidewalks, and parking lots; rooftops of buildings and other structures; and impaired pervious surfaces (compacted soils) such as dirt parking lots, walking paths, baseball fields and suburban lawns. During storms, rainwater flows across these impervious surfaces, mobilizing contaminants, and transporting them to water bodies. All of the activities that take place in urban and suburban areas contribute to the pollutant load of storm water runoff. Oil, gasoline, and automotive fluids drip from vehicles onto roads and parking lots. Storm water runoff from shopping malls and retail centers also contains hydrocarbons from automobiles. Landscaping by homeowners, around businesses, and on public grounds contributes sediments, pesticides, fertilizers, and nutrients to runoff. Construction of roads and buildings is another large contributor of sediment loads to waterways. In addition, any uncovered materials such as improperly stored hazardous substances (e.g., household Parking lot runoff cleaners, pool chemicals, or lawn care products), pet and wildlife wastes, and litter can be carried in runoff to streams or ground water. -
Urban Flooding Mitigation Techniques: a Systematic Review and Future Studies
water Review Urban Flooding Mitigation Techniques: A Systematic Review and Future Studies Yinghong Qin 1,2 1 College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, China; [email protected]; Tel.: +86-0771-323-2464 2 College of Civil Engineering and Architecture, Guangxi University, 100 University Road, Nanning 530004, China Received: 20 November 2020; Accepted: 14 December 2020; Published: 20 December 2020 Abstract: Urbanization has replaced natural permeable surfaces with roofs, roads, and other sealed surfaces, which convert rainfall into runoff that finally is carried away by the local sewage system. High intensity rainfall can cause flooding when the city sewer system fails to carry the amounts of runoff offsite. Although projects, such as low-impact development and water-sensitive urban design, have been proposed to retain, detain, infiltrate, harvest, evaporate, transpire, or re-use rainwater on-site, urban flooding is still a serious, unresolved problem. This review sequentially discusses runoff reduction facilities installed above the ground, at the ground surface, and underground. Mainstream techniques include green roofs, non-vegetated roofs, permeable pavements, water-retaining pavements, infiltration trenches, trees, rainwater harvest, rain garden, vegetated filter strip, swale, and soakaways. While these techniques function differently, they share a common characteristic; that is, they can effectively reduce runoff for small rainfalls but lead to overflow in the case of heavy rainfalls. In addition, most of these techniques require sizable land areas for construction. The end of this review highlights the necessity of developing novel, discharge-controllable facilities that can attenuate the peak flow of urban runoff by extending the duration of the runoff discharge. -
Pollutant Association with Suspended Solids in Stormwater in Tijuana, Mexico
Int. J. Environ. Sci. Technol. (2014) 11:319–326 DOI 10.1007/s13762-013-0214-3 ORIGINAL PAPER Pollutant association with suspended solids in stormwater in Tijuana, Mexico F. T. Wakida • S. Martinez-Huato • E. Garcia-Flores • T. D. J. Pin˜on-Colin • H. Espinoza-Gomez • A. Ames-Lo´pez Received: 24 July 2012 / Revised: 12 February 2013 / Accepted: 23 February 2013 / Published online: 16 March 2013 Ó Islamic Azad University (IAU) 2013 Abstract Stormwater runoff from urban areas is a major Introduction source of many pollutants to water bodies. Suspended solids are one of the main pollutants because of their Stormwater pollution is a major problem in urban areas. association with other pollutants. The objective of this The loadings and concentrations of water pollutants, such study was to evaluate the relationship between suspended as suspended solids, nutrients, and heavy metals, are typi- solids and other pollutants in stormwater runoff in the city cally higher in urban stormwater runoff than in runoff from of Tijuana. Seven sites were sampled during seven rain rural areas (Vaze and Chiew 2004). Stormwater has events during the 2009–2010 season and the different become a significant contributor of pollutants to water particle size fractions were separated by sieving and fil- bodies. These pollutants can be inorganic (e.g. heavy tration. The results have shown that the samples have high metals and nitrates) and/or organic, such as polycyclic concentration of total suspended solids, the values of which aromatic hydrocarbons and phenols from asphalt pavement ranged from 725 to 4,411.6 mg/L. The samples were ana- degradation (Sansalone and Buchberger 1995). -
Probabilistic Assessment of Urban Runoff Erosion Potential
307 Probabilistic assessment of urban runoff erosion potential J.A. Harris and B.J. Adams Abstract: At the planning or screening level of urban development, analytical modeling using derived probability distribution theory is a viable alternative to continuous simulation, offering considerably less computational effort. A new set of analytical probabilistic models is developed for predicting the erosion potential of urban stormwater runoff. The marginal probability distributions for the duration of a hydrograph in which the critical channel velocity is exceeded (termed exceedance duration) are computed using derived probability distribution theory. Exceedance duration and peak channel velocity are two random variables upon which erosion potential is functionally dependent. Reasonable agreement exists between the derived marginal probability distributions for exceedance duration and continuous EPA Stormwater Management Model (SWMM) simulations at more common return periods. It is these events of lower magnitude and higher frequency that are the most significant to erosion-potential prediction. Key words: erosion, stormwater management, derived probability distribution, exceedance duration. Résumé : Au niveau de la planification ou de la sélection en développement urbain, la modélisation analytique au moyen de la théorie de la distribution probabiliste dérivée est une alternative valable à la simulation continue car elle demande un effort computationnel beaucoup moindre. Dans le but de prédire le potentiel d’érosion par des eaux de ruissellement en milieu urbain, un nouvel ensemble de modèles probabilistes analytiques a été développé. Les distributions de probabilité marginales pour la durée d’un hydrogramme dans lequel la vélocité critique de courant dans le canal est dépassée (appelé durée de dépassement) sont calculées en utilisant la théorie de la distribution de probabilité dérivée. -
Stormwater Management Regulations
City of Waco Stormwater Management Regulations 1.0 Applicability: These regulations apply to all development within the limits of the City of Waco as well as to any subdivisions within the extra territorial jurisdiction of the City of Waco. Any request for a variance from these regulations must be justified by sound Engineering practice. Other than those variances identified in these regulations as being at the discretion of the City Engineer, variances may only be granted as provided in the Subdivision Ordinance of the City of Waco or Chapter 28 – Zoning, of the Code of Ordinances of the City of Waco, as applicable. 1.1 Definitions: 100 year Floodplain Area inundated by the flood having a one percent chance of being exceeded in any one year (Base Flood). (Also known as Regulatory Flood Plain) Adverse Impact: Any impact which causes any of the following: Any increased inundation, of any building structure, roadway, or improvement. Any increase in erosion and/or sedimentation. Any increase in the upstream or downstream floodplane level. Any increase in the upstream or downstream floodplain boundaries. Floodplane The calculated elevation of floodwaters caused by the flood Elevation of a particular frequency. Drainage System System made up of pipes, ditches, streets and other structures designed to contain and transport surface water generated by a storm event. Treatment Removal/partial removal of pollutants from stormwater. Watercourse a natural or manmade channel, ditch, or swale where water flows either continuously or during rainfall events 1.2 Adverse Impact No preliminary or final plat or development plan or permit shall be approved that will cause an adverse drainage impact on any other property, based on the 2 yr, 10 1 yr, 25 yr and 100 yr floods. -
2013 Stormwater Status Report
2013 Fairfax County � STORMWATER STATUS REPORT � A Fairfax County, Va., publication � June 2014 � Photos on cover (from top left): Fish sampling; Wolftrap Creek stream restoration in Vienna, VA; Fish – small mouth bass (Micropterus dolomieu) at Water Quality Field Day; Sampling station being serviced — Occoquan; Water Quality Field Day – Woodley Hills School; Tree planting; Stormwater Management Pond – Noman M. Cole, Jr., Pollution Control Plant. (photo credit Fairfax County) i Report prepared and compiled by: Stormwater Planning Division Department of Public Works and Environmental Services Fairfax County, Virginia 22035 703-324-5500, TTY 711 www.fairfaxcounty.gov/dpwes/stormwater June 2014 To request this information in an alternate format call 703-324-5500, TTY 711. Fairfax County is committed to nondiscrimination on the basis of disability in all county programs, services and activities. Reasonable accommodations will be provided upon request. For information, call 703-324-5500, TTY 711. ii This page was intentionally left blank. iii iv Table of Contents Table of Contents .............................................................................................................................. iv List of Figures ......................................................................................................................................... vi List of Tables .......................................................................................................................................... vi Acknowledgments -
Stormwater from Kc to the Sea
stormwater from kc to the sea A 5-day Workshop for Students in the 4th - 6th Grades TEACHER’S GUIDE contents introduction 1 day one : It’s an Event 3 learning objectives 4 background 5 procedure 6 discussion questions 7 day two : Dangerous Travel 13 learning objectives 14 background 15 procedure 16 discussion questions 19 day three : Cleaning up (our Water) Act 21 learning objectives 22 background 23 procedure 26 discussion questions 27 day four : Those Traveling Stormwater Teams 29 learning objectives 30 background 31 procedure 32 discussion questions 33 day five : Walking the Talk 35 learning objectives 36 background 37 procedure 38 discussion questions 39 vocabulary 40 stormwater ~ from kc to the sea introduction The Water Services Department of Kansas City, Missouri believes good water quality is everybody’s business. The agency is providing this curriculum for students, and ultimately their parents and the community, to become aware of one aspect of our City’s water – the treatment of stormwater. This guide addresses that topic and is aligned with Common Core State Standards and New Generation Science Standards for students in the 4th and 5th grades. We see that 6th grade standards would be more advanced yet similar should 6th grade instructors wish to use this curriculum.Through five interactive and fun days, students will learn how precipitation moves through the watershed and how to measure rainfall amounts; they will learn to demonstrate how water becomes polluted and determine how best management practices (BMPs) improve the quality and quantity of our water; they will also locate current BMPs in their community, design the ideal street, and create a public service announcement, brochure or poster that persuades people to follow BMPs in their treatment of this valuable resource. -
A Practical Guide to Implementing Integrated Water Resources Management and the Role for Green Infrastructure”, J
A Practical Guide to Implementing Integrated Water Resources Management & the Role of Green Infrastructure Prepared for: Prepared for: Funded by: Prepared by: May 2016 ACKNOWLEDGEMENTS Environmental Consulting & Technology, Inc. (ECT), wishes to extend our sincere appreciation to the individuals whose work and contributions made this project possible. First of all, thanks are due to the Great Lakes Protection Fund for funding this project. At Great Lakes Commission, thanks are due to John Jackson for project oversight and valuable guidance, and to Victoria Pebbles for administrative guidance. At ECT, thanks are due to Sanjiv Sinha, Ph.D., for numerous suggestions that helped improve this report. Many other experts also contributed their time, efforts, and talent toward the preparation of this report. The project team acknowledges the contributions of each of the following, and thanks them for their efforts: Bill Christiansen, Alliance for Water Efficiency James Etienne, Grand River Conservation Christine Zimmer, Credit Valley Conservation Authority Authority Cassie Corrigan, Credit Valley Conservation Melissa Soline, Great Lakes & St. Lawrence Authority Cities Initiative Wayne Galliher, City of Guelph Clifford Maynes, Green Communities Canada Steve Gombos, Region of Waterloo Connie Sims – Office of Oakland County Water Julia Parzens, Urban Sustainability Directors Resources Commissioner Network Dendra Best, Wastewater Education For purposes of citation of this report, please use the following: “A Practical Guide to Implementing -
The Causes of Urban Stormwater Pollution
THE CAUSES OF URBAN STORMWATER POLLUTION Some Things To Think About Runoff pollution occurs every time rain or snowmelt flows across the ground and picks up contaminants. It occurs on farms or other agricultural sites, where the water carries away fertilizers, pesticides, and sediment from cropland or pastureland. It occurs during forestry operations (particularly along timber roads), where the water carries away sediment, and the nutrients and other materials associated with that sediment, from land which no longer has enough living vegetation to hold soil in place. This information, however, focuses on runoff pollution from developed areas, which occurs when stormwater carries away a wide variety of contaminants as it runs across rooftops, roads, parking lots, baseball diamonds, construction sites, golf courses, lawns, and other surfaces in our City. The oily sheen on rainwater in roadside gutters is but one common example of urban runoff pollution. The United States Environmental Protection Agency (EPA) now considers pollution from all diffuse sources, including urban stormwater pollution, to be the most important source of contamination in our nation's waters. 1 While polluted runoff from agricultural sources may be an even more important source of water pollution than urban runoff, urban runoff is still a critical source of contamination, particularly for waters near cities -- and thus near most people. EPA ranks urban runoff and storm-sewer discharges as the second most prevalent source of water quality impairment in our nation's estuaries, and the fourth most prevalent source of impairment of our lakes. Most of the U.S. population lives in urban and coastal areas where the water resources are highly vulnerable to and are often severely degraded by urban runoff. -
Victory Farm Stormwater Management and Stream Stabilization January 21St, 2021 Public Meeting
Victory Farm Stormwater Management and Stream Stabilization January 21st, 2021 Public Meeting City of Gaithersburg Department of Public Works, Environmental Services Division Agenda o Introductions o Background o Watershed Basics 1 2 3 4 o MS4 Basics (Municipal Separate Storm Sewer System) o City Funding o Drainage Area Characteristics o Project Goals o Water Quality vs. Water Quantity o Stable watercourse o Environmental Stewardship o Safety o Community Involvement o Project Design o Three part design o Type of facility o Features and purpose o Priority Considerations o Associated Improvements o Next Steps o Exit Survey Introductions City of Gaithersburg Pearce Wroe, P.E. Stormwater Project Manager Mike Weyand Watershed Specialist Engineering Consultant, CPJ & Associates, Inc. Robyn Barnhart, P.E. Section Head, Public Sector Division Introductions: Who are you? Chesapeake Bay Watershed Maryland’s Watershed Basins Maryland’s 8 Digit Watershed Maryland’s 8 Digit Watershed & City of Gaithersburg Maryland’s 12 Digit Watersheds Next Slide Watershed Basics Victory Farm Pond Drainage Area ~450 Acres Watershed Basics o Water flows downhill o A Watershed is; o “a region or area bounded peripherally by a divide and draining ultimately to a particular watercourse or water body” – Merriam-Webster o An area where all of water drains to the same place o Scales of Watersheds o Chesapeake Bay o Local watersheds – Seneca Creek, Muddy Branch, Rock Creek o Sub Local watersheds – Middle Seneca Creek - Whetstone Run o Project Level Watersheds – We’ll call -
Charles River Stormwater Permitting: Agency Residual Designation Review
Charles River Stormwater Permitting Agency Residual Designation Review - Process Overview Presentation EPA Region 1 – New England September 2020 Webinar Outline • Charles River watershed overview • Water Quality Standards & Pollution Sources • Clean Water Act discussion • 2019 Residual Designation petition summary • Plan for EPA Engagement in 2020 & 2021 CHARLES RIVER: INTRODUCTION & OVERVIEW Ken Moraff Water Division Director EPA Region 1 Charles River Watershed o 80-mile river - Hopkinton to Boston Harbor o Drainage area - 310 square miles o 35 municipalities Human Uses • Upper Charles • Recreational Boating • Fishing • Lower Charles • Recreational Boating • Sailing and Rowing Clubs • Swimming* • Public Events Photos: epa.gov/charlesriver Clean Water Act History of Success o Significant Reduction in Sewer Overflows o 2003 Municipal Stormwater General Permit (2016 and 2020 updates) o Removal of illegal sewage discharges into storm drains o 2020’s 25th Anniversary Charles River “Report Card” Photo: wikimedia Progress has been made; however, work remains • Progress on Bacteria • Reduced sewer overflows • Stormwater improvements • Need to Reduce Phosphorus • Phosphorus triggers algal blooms - some are toxic • MA and EPA set reduction targets • Municipal wastewater plants have achieved a 90%+ reduction • Biggest remaining source is stormwater – municipalities reducing, but private property is a large source Where Do We Go From Here? • Solve algae/phosphorus problem • Respond to petition • Stakeholder input Photos: epa.gov,, epa.gov, neiwpcc.orghttps://neiwpcc.org/our-programs/wetlands-aquatic-species/habs/