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Projects and Studies ->NONPOINT EVALUATION MONITORING TEAM
Bioretention Test

Cooperator: Wisconsin Department of Natural Resources
Project Chief: Charles P. Dunning
Location: Dane County
Project Number: 9KH32
Period of Project: July 2001 to October 2007
updated 2/20/07

Problem
Starting in 2004, the state of Wisconsin has new construction performance standards requiring reduction of runoff at a site through infiltration. However, there is a lack of knowledge on how effective these infiltration practices will be. The primary goal of this project is to understand the mass balance of a newly constructed rain garden that is designed to meet state standards. A secondary goal of this project is to help the Wisconsin Department of Natural Resources (WDNR) establish a technical standard on implementation of infiltration practices.

Objective
The objective is to evaluate the effectiveness of the rain garden's ability to infiltrate stormwater and to reduce the temperature of the runoff prior to spilling into a cold-water trout stream. This will be done by installing surface and subsurface equipment in each cell to calculate a volumetric mass balance.

Approach
The Lodi rain garden was constructed by The Wisconsin Department of Transportations (WDOT) to buffer the stream from roadway runoff. This site has three bioretention cells (A, B and C) connected by a perforated pipe. Each cell has a bottom layer of 2 feet of coarse aggregate, then a 2-foot layer of engineered soils, and a top layer that will be planted with a prairie seed mixture.

Surface and subsurface equipment will be installed at the inlet structure and in Cell A to measure water level, discharge, precipitation, and water temperature in the inflow and outflow from the cell. A volumetric mass balance will be determined, and inflow and outflow water temperatures will be compared to the water temperature of the receiving stream.

Progress (January 2006 to June 2006)
Data collection continued for inflow, outflow, water temperature, and precipitation with all data being stored in the USGS Watstore database. Real-time data were available at: http://waterdata.usgs.gov/wi/nwis/uv/?site_no=431837089313401&PARAmeter_cd=00065,00060

Plans (July 2006 to December 2006)
Data collection will continue at the existing inflow and Cell A sites. “H” flumes will be installed at the outlet drains from cells B and C to quantify the volume of runoff that is produced from those cells. Data reduction and interpretation will continue.


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