Evergreen Lake was constructed in 1971 as a supplemental water reservoir for the City of Bloomington, population 74,975, as well as for recreational use. It was formed by an impoundment of Six Mile Creek upstream of its junction with the Mackinaw River. Currently, the lake has a surface area of 900 acres, 22.5 miles of shoreline, a maximum depth of 53 feet, a mean depth of 22 feet, and a storage volume of 15,480 acre-feet. In 2005, the City of Bloomington contracted to determine the sediment load and its causes entering Evergreen Lake. Six Mile Creek and seven unnamed tributaries were surveyed for one to four miles outwards from the lake, until the start of the upper, actively managed, drainage systems, for a total of 16.3 miles of streambeds. The survey showed that the inventoried erosion sites contribute approximately 2,100 tons of sediment to Evergreen Lake per year. In addition, more than 90 percent of lake sediment due to streambank erosion originates within 4 miles of the lake. The survey estimated that 357 tons of sediment (18% of the total sediment load) is delivered annually from Tributary 2 and its 4.38 sq. mi. watershed.
The Evergreen Lake Watershed Plan recommended installation of six rock riffles constructed using 726 tons of RR-4 rock. Sediment loading of Evergreen Lake was reduced and habitat for stream fishes in Tributary 2 was improved.
A streambank erosion study completed by Midwest Streams, Inc. in 2005 reports a total of 357 tons of sediment delivered annually from this 4.38 sq. mi. tributary. The total annual sediment delivery from streambank erosion was estimated at 2135 tons, therefore Tributary 2 represents about 18% of the total streambank erosion above Evergreen Lake.
In order to reduce the sediment loading and improve aquatic habitat in the lower 3500 ft. under City of Bloomington ownership the proposal is to install a series of Rock Riffle Grade Control Structures. By constructing seven (7) Rock Riffles a riffle-pool sequence was restored in this degraded channel met several important goals:
- Stream degradation was halted.
- Stream was reconnected with the existing floodplain
- Pool depth was increased
- Riffles increased aeration of flow improving dissolved oxygen levels
- Lateral bank erosion was reduced by slowing velocities in the pool areas
- Effective bank height was reduced increasing bank stability.
Partners on the project included the City of Bloomington, McLean County Soil and Water Conservation District, Illinois Department of Natural Resources and McLean County Department of Parks and Recreation.