Catfish Creek
Stream
Restoration

Client
Dubuque County Conservation
Location
Dubuque, IA

Dubuque County Conservation contracted with RDG Planning & Design to develop approaches to address streambank stability issues in Swiss Valley Park Campgrounds along the South Fork of Catfish Creek. One of the main challenges was redesign of a vehicular stream crossing which was directing stream flow towards a 20' tall exposed bluff along the edge of the stream. The design also addressed stability issues at a number of other locations along the reach, created an enhanced stream play area, established accessible fishing locations, enhanced in-stream habitat, created new native landscaping areas and inserted a recreational trail which weaves along the stream. 

This project was one of the first projects to move into implementation from the Dubuque County Parks Master Plan (also prepared by RDG - 3003.195.00). Swiss Valley Park is one of the most popular campgrounds in Dubuque County and attracts many fishermen.  Within the Swiss Valley Park campground, several areas along this ½ mile stretch of Catfish Creek had severe streambank erosion and instability. With many visitors to the park, the instability of Catfish Creek had become a hazard; necessitating accessibility improvements that maintain the value of the creek as a fishery. Multiple in-river habitat and channel-defining structures were implemented, and at one location, cut stone was used to retain an eroded hillslope and mimic the appearance of limestone outcroppings, a common feature along streams in this part of Northeast Iowa. Phase 1 of the project was constructed in 2022 at a cost of approximately $600,000. Phase 2 was constructed at a cost of approximately $250,000. Construction was completed in early 2023. 

Families can enjoy nature-play at the newly installed Rock Arch Rapids.
These structures provide outer bend protection, habitat variability, and promote the formation of the channel thalweg.
The pre-construction alignment of the creek was directed into and eroding around the bridge supports. The installation of the W-Weir in this location directs flow between the bridge supports and isolates the project reach from downstream changes.
The new alignment of the creek crossing and rock rapids directs flow perpendicular to the pedestrian bridge and into the downstream bend along the limestone outcropping wall.