Low Impact Development Guidebook
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Bioretention a Guide for Stormwater Retention & Water Quality Improvement Bioretention: a Guide for Stormwater Retention & Water Quality Improvement
Bioretention A Guide for Stormwater Retention & Water Quality Improvement Bioretention: A Guide for Stormwater Retention & Water Quality Improvement Table of Contents BIORETENTION OVERVIEW 1 01. INTRODUCTION 3 02. CRITICAL PROCESSES OF BIORETENTION 3 03. BIORETENTION TYPES 4 A. Facility Performance Types 4 B. Commercial Bioretention Area Types 7 C. Residential Bioretention Area Types 8 D. Design Themes 13 04. DESIGN PHASES 13 A. Concept Phase 13 B. Engineering Design Phase 15 C. Engineering Plan Review Phase 20 D. Pre-Construction Phase 21 E. Construction Phase 21 F. Final Closeout Phase 21 G. Maintenance and Operation Phase 22 05. REFERENCES 22 Bioretention: A Guide for Stormwater Retention & Water Quality Improvement 1 Bioretention Overview BIORETENTION: DEFINITION & PURPOSE Suburban and urban development often creates a loss of natural land, negatively impacting natural aquatic systems through an increase of runoff and polluted waters. Bioretention is a regenerative upland-based water quality and quantity control practice that uses the physical, biological and chemical properties of plants, microbes and soils to remove pollutants from stormwater runoff. Bioretention facilities provide several benefits, including water quality improvements, environ- mental stewardship opportunities, aesthetic enrichment and wildlife habitat creation/preserva- tion. There are also various types of bioretention facilities that can be used in an area, and it is important to choose one that suits the particulars of the impacted site. When making a decision on the type of facility to be implemented, the land manager must consider both the aesthetic aspect and stormwater management needs. Bioretention can be used in both residential and industrial settings. The difference between the two is the scale of the design. -
Bioretention Fact Sheet
BIORETENTION FACT SHEET Bioretention is a shallow basin or landscaped depression designed to store, infiltrate and treat stormwater runoff. It is excavated and backfilled with well-draining, engineered soil media and planted with native vegetation, grasses or sod. Bioretention systems can also enhance habitat, mitigate for heat island effects and improve water quality. They are designed to temporarily hold (24 hours post rain event) BIORETENTION POLLUTANT REMOVAL1 and slowly infiltrate stormwater runoff. Bioretention systems use many pollutant removal mechanisms (i.e., infiltration, absorption, of suspended adsorption, evapotranspiration, microbial and biological 85% solids decomposition, plant uptake, sedimentation and filtration) to of phosphorus improve stormwater quality prior to it leaving the system. Filtered 80% runoff can exfiltrate into surrounding native soils, or these of nitrogen systems can be designed to use an underdrain to collect and return 60% filtered runoff to the conveyance system. Bioretention systems are of fecal coliform most effective when used to treat small to moderate quantities of 90% stormwater. 95% of metals As with any type of infrastructure, bioretention and other green infrastructure practices require maintenance to ensure continued functionality. Key maintenance activities include stabilizing erosion and removal of sediment, trash and debris, particularly if inlet or outlet structure openings are impeded. General inspections and assessment of five critical features can keep the practice operational. Visual clues for inspection can be used at any time, but it is ideal to inspect the bioretention system shortly after a moderately-sized rainfall event (~ 1 inch) and, again, 24-hours later to ensure runoff is entering the bioretention cell and infiltrating. -
Green Roof for Stormwater Management in a Highly Urbanized Area: the Case of Seoul, Korea
sustainability Article Green Roof for Stormwater Management in a Highly Urbanized Area: The Case of Seoul, Korea Muhammad Shafique 1,2, Reeho Kim 1,2,* and Kwon Kyung-Ho 3 1 Department of Smart City and Construction Engineering, Korea Institute of Civil Engineering and Building Technology, University of Science & Technology (UST), 217, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea; shafi[email protected] 2 Environmental & Plant Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, 83, Goyangdae-ro, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, Korea 3 Urban Water Cycle Research Center, Korea Institute of Safe Drinking Water Research, Anyang si, Gyeonggi-do 14059, Korea; [email protected] * Correspondence: [email protected]; Tel.: +82-31-9100-291 Received: 26 December 2017; Accepted: 21 February 2018; Published: 26 February 2018 Abstract: Urbanization changes natural pervious surfaces to hard, impervious surfaces such as roads, buildings and roofs. These modifications significantly affect the natural hydrologic cycle by increasing stormwater runoff rates and volume. Under these circumstances, green roofs offer multiple benefits including on-site stormwater management that mimics the natural hydrologic conditions in an urban area. It can retain a large amount of rainwater for a longer time and delay the peak discharge. However, there is very limited research that has been carried out on the retrofitted green roof for stormwater management for South Korean conditions. This study has investigated the performance of retrofitted green roofs for stormwater management in a highly urbanized area of Seoul, the capital city of Korea. In this study, various storm events were monitored and the research results were analyzed to check the performance of the green roof with controlling the runoff in urban areas. -
Design Standards for Stormwater Detention and Retention for Pima County
Pima County Regional Flood Control District Design Standards for Stormwater Detention and Retention Supplement to Title 16, Chapter 16.48, Runoff Detention Systems Floodplain and Erosion Hazard Management Ordinance Pima County Regional Flood Control District 97 E. Congress St., 3rd Floor Tucson, AZ 85701-1791 (520) 724 -4600 June 2014 _________________ Design Standards for Stormwater Detention and Retention for Pima County REVISIONS Because of ongoing regulatory and technical changes in the fields of floodplain and stormwater management, revisions to this manual will be required from time to time. Such revisions will be approved by the Floodplain Administrator. Hard copy (printed) revisions will not be distributed. It is the holder’s responsibility to keep the document current by periodically checking the Regional Flood Control District’s web page for new digital versions. The revision history of the document is listed below. Chronology of Publication, Updates and Revisions Description Date First Edition June 2014 Chapter 6 Revised to Include Benefits of February 2015 Multiple-Use Basins I _________________ Design Standards for Stormwater Detention and Retention for Pima County TABLE OF CONTENTS No. Description Page No. 1. INTRODUCTION ................................................................................................. 1 1.1 Purpose ......................................................................................................................1 1.2 Ordinance Overview and Detention Requirements ..................................................2 -
Urban Water Management (ESRM 311 & SEFS 507)
Urban Water Management (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA Lecture Today • Urban Water management terms • Examples of water management in urban areas • Field trip sites Urban Water Management terms • A retention basin is used to manage stormwater runoff to prevent flooding and downstream erosion, and improve water quality in an adjacent river, stream, lake or bay. Sometimes called a wet pond or wet detention basin, it is an artificial lake with vegetation around the perimeter, and includes a permanent pool of water in its design • A detention basin, sometimes called a "dry pond," which temporarily stores water after a storm, but eventually empties out at a controlled rate to a downstream water body. • Infiltration basin which is designed to direct stormwater to groundwater through permeable soils 3 Urban Water Management terms • Stormwater management pond is an artificial pond that is designed to collect and retain urban stormwater. They are frequently built into urban areas in North America to also retain sediments and other materials • Stormwater detention vault is an underground structure designed to manage excess stormwater runoff on a developed site, often in an urban setting. This type of best management practice may be selected when there is insufficient space on the site to infiltrate the runoff or build a surface facility such as a detention basin or retention basin.[1] Detention vaults manage stormwater quantity flowing to nearby surface waters. They help prevent flooding and can reduce erosion in rivers and streams. They do not provide treatment to improve water quality, though some are attached to a media filter bank to remove pollutants 4 Bioretention Basins Bioretention basins are landscaped depressions or shallow basins used to slow and treat on-site stormwater runoff. -
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. -
Bioretention for Infiltration (1004)
Bioretention For Infiltration (1004) Wisconsin Department of Natural Resources Technical Standard I. Definition IV. Federal, State and Local Laws A bioretention device is an infiltration device1 Users of this standard shall be aware of applicable consisting of an excavated area that is back-filled with federal,state and local laws, rules, regulations or an engineered soil, covered witha mulch layer and permit requirements governingbioretention devices. planted with a diversity of woody and herbaceous This standard does not contain the text of federal, vegetation. Storm water directed to the device state or local laws. percolates through the mulch and engineered soil, where it is treated by a variety of physical, chemical V. Criteria and biological processes before infiltratinginto the native soil. A. Site Criteria II. Purpose 1. A site selected for construction of a bioretention device shall be evaluated in accordance with the A bioretention device may be applied individually or WDNR Technical Standard 1002, "Site as part of a system of stonnwater management Evaluation for Stonnwater Infiltration" and shall practices to support one or more of the following meet the site requirements of that standard. purposes: 2. The followings ite criteria shall also be met: • Enhance stonn water infiltration • Reduce discharge of storm water pollutants to a. Private Onsite Wastewater Treatment System surfacean_d ground waters (POWTS) - The bioretention device shall be • Decrease runoffpeak flowrates and volumes located a minimum of 50 feet from any • Preserve base flowin streams POWTS and shall not be hydraulically • Reduce temperature impacts of storm water connected to the POWTS dispersal cell or runoff cause negative impacts such as cross contamination. -
Bioretention Basins/Rain Gardens
Florida Field Guide to Low Impact Development Bioretention Basins/Rain Gardens Depiction of typical bioretention area design illustrating shallow slopes, well drained soil profile and location of plant material along hydrologic gradient. Basins with large catchments should include an over drain or provide a spillway in case of high flow event, and underdrains can be used in areas with low conductivity soils. Definition: Objectives: A bioretention area or rain garden is a shallow Bioretention basins/rain gardens retain, filter, and planted depression designed to retain or detain treat stormwater runoff using a shallow depression stormwater before it is infiltrated or discharged of conditioned soil topped with a layer of mulch downstream. While the terms “rain garden” and or high carbon soil layer and vegetation tolerant “bioretention basin” may be used interchangeably, of short-term flooding. Depending on the design, they can be considered along a continuum of size, they can provide retention or detention of runoff where the term “rain garden” is typically used to water and will trap and remove suspended solids describe a planted depression on an individual and filter or absorb pollutants to soils and plant homeowner’s lot, where the lot comprises the material. extent of the catchment area. Bioretention basins serve the same purpose but that more technical Overview: term typically describes larger projects in Bioretention basins can be installed at various community common areas as well as non- scales, for example, integrated with traffic calming residential applications. measures in suburban parks and in retarding basins. In larger applications, it is considered good practice to have pretreatment measures (e.g. -
Green Roof Irrigation Solutions on the Market
GREEN ROOF IRRIGATION Comprehensive Solutions for Rooftop Environments RESIDENTIAL & COMMERCIAL IRRIGATION | Built on Innovation® hunterindustries.com THE BETTER THE IRRIGATION, the Greener the Roof Green roofs have become key components of sustainability in urban environments. They help keep buildings cool, provide habitat for increased biodiversity, and improve local air quality. As the world’s leading manufacturer of irrigation products, we are committed to developing highly efficient solutions for all landscapes, including green roofs. With best-in-class subsurface and overhead irrigation options using top-level control systems, we offer the most versatile and robust green roof irrigation solutions on the market. Built on Innovation® When designing a green roof irrigation system, you can choose a subsurface, overhead, or combined approach. We provide an array of solutions for each method. SUBSURFACE OVERHEAD An absolute revolution in subsurface irrigation, When paired with Pro-Spray® pop-ups and shrub Eco-Mat® provides green roof designers with the adapters, high-efficiency MP Rotator® nozzles most efficient irrigation solution ever developed. provide an effective solution for green roof irrigation. Eco-Mat incorporates fleece-wrapped dripline with an Thanks to their slow and steady application rate, integrated synthetic fleece mat. Installed just beneath MP Rotator nozzles provide unmatched distribution the optimal root depth of the selected plant material, uniformity for overhead irrigation. Green roof soils Eco-Mat uses specialized technology to efficiently tend to be loose, so a slow precipitation rate from the irrigate from the bottom up with the following benefits: nozzle prevents fast drainage through the soil. The multi-trajectory, multi-stream application method • Effectively holds water for future use by plants of the MP Rotator cuts through wind while gently • Eliminates water loss due to wind and evaporation hydrating the landscape at an even rate that soils • Spreads water efficiently and evenly throughout the can better absorb. -
Green Architecture and Water Reuse: Examples from Different Countries
Green architecture and water reuse: examples from different countries This paper shows different examples from different countries (Italy, India, Tanzania) of green architectural solutions (green wall, green roof, roof wetland) in which water (rain and treated greywater) are reused as a resource, in order to reduce the use of drinking water for activities not needing a high quality of water. Authors: Fabio Masi, Anacleto Rizzo, Riccardo Bresciani Abstract Water is a valuable resource which should be better managed to develop a sustainable future. Green architecture is starting to be largely applied, principally for aesthetic improvement of urban centres. However, green architectural solutions provide different additional benefits, among which the reuse of rain and treated grey water. Hence, green architecture can be also viewed as an option to limit the waste of drinking water for applications where the required quality can be lower. In this paper we report the application of three different green architectural solutions in which rain and treated grey water are reused (roof wetland, green roof, and green wall) in three different countries (Tanzania, Italy, and India). Technical data: Roof constructed wetland (Tanzania): • Greywater reused for irrigation • Greywater consumption of max 4 m3 per day • Sewer network for greywater and blackwater segregation • Two-chamber tank (2 m3) as pre-treatment • Pumping station (1.1 kW power, 30 l/min) to feed CW on the roof • Horizontal flow constructed wetland (23 m2, HRT 0.8 d) for greywater treatment -
Green Infrastructure Designs
GREEN INFRASTRUCTURE DESIGNS SCALABLE SOLUTIONS TO LOCAL CHALLENGES UPDATE SEPTEMBER 2017 ABOUT DELTA INSTITUTE Founded in 1998, Delta Institute is a Chicago-based nonprofit organization working to build a more resilient environment and economy through sustainable solutions. Visit online at www.delta-institute.org. This publication was originally released in July 2015 with support from the National Oceanic and Atmospheric Administration through the Illinois Department of Natural Resources (IDNR, CFDA Number 11.419). The September 2017 update adds two new green infrastructure designs to the toolkit. Delta thanks Tim King PE, LEED AP BD+C and Luke Leising, AIA, PE, LEED AP O+M of Guidon Design for their work designing the initial five templates. Guidon Design, Inc. is a multi-disciplinary architecture and engineering firm. Delta also acknowledges the work of graduate students Loren Ayala and Liliana Hernandez-Gonzalez, civil and environmental engineering students at Northwestern University and Kimberly Grey, Chair of Chair of Civil & Environmental Engineering at Northwestern in developing the box tree filter and green roof designs. Additionally, Delta acknowledges Claire Costello, an undergraduate student at University of Chicago for her assistance reviewing, editing and preparing additional components for publication. Additionally, we are grateful to the following Calumet region communities for their contributions and review of the toolkit: Jodi Prout, City of Blue Island Jason Berry, City of Blue Island Dawn Haley, Village of Riverdale Mary Ryan, Village of Calumet Park Bryan Swanson, City of Calumet City Stan Urban, Village of Dolton Hildy Kingma, Village of Park Forest Ernestine Beck-Fulgham, Village of Robbins Finally, Delta Institute thanks Josh Ellis of the Metropolitan Planning Council, and the Calumet Stormwater Collaborative for their support of the project. -
Conceptual Green Infrastructure Design for the Blake Street Transit
2012 GREEN INFRASTRUCTURE TECHNICAL ASSISTANCE PROGRAM Urban Land Conservancy Denver, Colorado Conceptual Green Infrastructure Design for the Blake Street Transit-Oriented Development Site, City of Denver AUGUST 2013 Photo: Denver Housing Authority, Park Avenue Development EPA 830-R-13-002 About the Green Infrastructure Technical Assistance Program Stormwater runoff is a major cause of water pollution in urban areas. When rain falls in undeveloped areas, the water is absorbed and filtered by soil and plants. When rain falls on our roofs, streets, and parking lots, however, the water cannot soak into the ground. In most urban areas, stormwater is drained through engineered collection systems and discharged into nearby waterbodies. The stormwater carries trash, bacteria, heavy metals, and other pollutants from the urban landscape, polluting the receiving waters. Higher flows also can cause erosion and flooding in urban streams, damaging habitat, property, and infrastructure. Green infrastructure uses vegetation, soils, and natural processes to manage water and create healthier urban environments. At the scale of a city or county, 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. These neighborhood or site-scale green infrastructure approaches are often referred to as low impact development. EPA encourages the use of green infrastructure to help manage stormwater runoff. In April 2011, EPA renewed its commitment to green infrastructure with the release of the Strategic Agenda to Protect Waters and Build More Livable Communities through Green Infrastructure.