Rain Garden Workshop Rain Garden Workshop
UNL Extension Stormwater Work Group UNL Extension Stormwater Work Group City of Lincoln Watershed Management City of Lincoln Watershed Management
February 17, 2009 February 17, 2009
Rain Garden Workshop Rain Garden Workshop UNL Extension Stormwater - - PowerPoint PPT Presentation
Rain Garden Workshop Rain Garden Workshop UNL Extension Stormwater Work Group UNL Extension Stormwater Work Group City of Lincoln Watershed Management City of Lincoln Watershed Management February 17, 2009 February 17, 2009 Overview
UNL Extension Stormwater Work Group UNL Extension Stormwater Work Group City of Lincoln Watershed Management City of Lincoln Watershed Management
February 17, 2009 February 17, 2009
http://www.uvm.edu/~ran/ran/toolbox/images/raingarden04.jpg
Photo: University of Nebraska Photo: University of Nebraska -
Kearney Platte River Page
Graphic: Arkansas Watershed Advisory Group
http://www.epa.gov/epaoswer/non-hw/green/pubs/asla-water.pdf
National Park Service - Midwest Regional Headquarters
Omaha, NE
Bass Pro Shop
Council Bluffs, IA
Carter lake Under the Sink Household Chemical Disposal Facility
Omaha, NE
Carter Lake, IA
Prairie Crossing
Grayslake, IL
Bass Pro Shop
Council Bluffs, IA
http://outreach.engineering.uga.edu/meetings/stormwaterbmp-1/LevelSpreadersOverview.pdf
Under the Sink Household Chemical Disposal Facility
Omaha, NE
Arbor Day Farm
Nebraska City, NE
Native Landscaping Native plants have tremendous root structures that build soil quality and increase organic matter content to facilitate infiltration Rain Garden Rain gardens are native, perennial gardens strategically located to capture runoff from impervious surfaces. Rain gardens increase aesthetic value, absorb water, reduce runoff, protect water quality, and prevent flooding. Bioswale Bioswales slowly convey water to storm sewer inlets
and filter the “first flush” of runoff. Level Spreader Level spreaders dissipate water velocity and prevent erosion by spreading water flows over a wide area, rather than releasing them from a point source discharge, such as a pipe. Bioretention Cell Bioretention cells are shallow, landscaped depressions that can handle large volumes of
commercial, institutional, or residential settings. Bioretention cells have an engineered base to offset compacted soil conditions. Pervious Paving Pervious paving surfaces may include permeable- paver blocks, porous concrete, or porous asphalt. They provide the support of traditional parking surfaces, but they allow a significant amount of annual precipitation to be infiltrated.
Adapted from http://www.ia.nrcs.usda.gov/news/brochures/LID.html
http://www.marc.org/environment/Water/images/roots_diagram.gif
16 feet
20 Feet
*University of Wisconsin Extension
Turf Turf + berm Native plants + berm Native plants
Jacob Schneider, John Stier, and Doug Soldat, University of Madison- Wisconsin – originally published in Golf Course Management – March 2008.
http://www.minnehahacreek.org/ManagingWateronYourProperty.php http://www.minnehahacreek.org/ManagingWateronYourProperty.php
Kansas City 10,000 Kansas City 10,000 Rain Gardens Rain Gardens
0.20 0.20 -
0.6 0.06 0.06 -
0.20 0 -
8 8 8 -
30 21% 21% 10% 10% silty silty clay clay loam loam clay clay Wymore Wymore & Pawnee & Pawnee 0.6 0.6 -
2.0 0.20 0.20 -
0.6 0 -
14 14 14 -
48 24% 24% silty silty clay clay loam loam Sharpsburg Sharpsburg & Judson & Judson Infiltration Infiltration Rate Rate in/hr in/hr Depth Depth inches inches Percent in Percent in County County Soil Type Soil Type Soil Name Soil Name
0.6 0.6 -
2.0 0.6 0.6 -
2.0 0 -
8 8 8 -
30 31% 31% silty silty clay clay loam loam Marshall Marshall-
Ponca 0.6 0.6 -
2.0 0 -
60 23% 23% silt loam silt loam Monona Monona-
Ida Infiltration Infiltration Rate Rate in/hr in/hr Depth Depth inches inches Percent in Percent in County County Soil Type Soil Type Soil Name Soil Name
Photo courtesy of constructionphotographs.com
Photo courtesy of constructionphotographs.com
http://www.socwa.org/Rain%20Garden/rain_g7.jpg
Landscape bed design alternatives
(from Iowa Rain Garden Manual)
ASSUME WQv OF 1.25 INCHES