59% of the public comments we received during the first, 17-day comment period were from residencies on Riverview Drive. They expressed concerns with losing access to water for ice-skating, watering their lawn/gardens, and the impact it would have on property values. To address these concerns in the updated draft, we included dredging the NW channel near Riverview Drive. Deepening the NW channel through dredging will delay sediment accumulation and allow homeowners to maintain access to the water. Stormwater from the City flowing through this arm of the reservoir should also help in maintaining depth.
The updated draft includes deepening part of the existing reservoir in a “U” shape. This will support channel flow, floodplain development, and enhance habitat by having different depths available to support a range of aquatic organisms. Landowners have also noted that the existing reservoir is often too shallow to paddle upstream through much of it. Restoring the channel within the reservoir will improve access for most conditions and address concerns about lowering the water level of the entire reservoir.
We’ve relocated the lower rock arch rapids to the existing dam location. This was a popular option from public feedback and offers several benefits: if provides closer access for ADA fishing opportunities, creates a longer stream length, allows for a more natural in-river pool formation between the upper and lower rock arch rapids, and avoids creating a potentially stagnant pool due to the improved alignment.
The platform fishing locations are still conceptual, but there will be opportunity for fishing below the bridge that is close to the dog park and parking lot.
Use the drop down menus on the sides to learn more about the different points on the updated project design.
Replacing the low-head dam with rock arch rapids should have no affect on invasive species distribution:
For more information, visit the DNR’s webpage on Aquatic Invasive Species.
Before construction, engineers use detailed flood modeling and calculations to understand the river’s power during extreme events. This modeling helps determine the correct rock size so the structure stays in place even during the highest floods. The large boulders used in the main parts of a rock arch rapid—usually 3 to 4 feet wide or more—are too heavy for floodwaters to move. These sizes are chosen specifically to withstand the river’s strongest flows
Rock arch rapids have already proven themselves in larger rivers than the Pomme de Terre and have successfully endured high flows and major flooding:
Rock arch rapids are designed to safely handle ice and reduce the kinds of problems often seen with traditional dams. Unlike dams, they don’t have structures above the water—like pilings, abutments, or catwalks—that can trap ice and create blockages or debris jams. Their sloped design also helps. As water levels rise, the banks allow more room for water and ice to pass through. This makes it easier for ice, logs, floating bogs, and other debris to move downstream without getting stuck.
Rock arch rapids have also been successfully used in much larger lakes, where ice conditions are far more extreme than at Crissy Lake (114 acres). For example:
The excess material from dredging and channel excavation will be placed adjacent to the campgrounds and sloped from an elevation of 1082 ft down to the lake. This will make it easier to maintain with mowing (preventing cattails and buckthorn) and easier for people to access the water. As part of the dredging process, we will seek necessary permits from the Minnesota Pollution Control Agency, Department of Natural Resources, and potentially other agencies to ensure the material is used appropriately.
The restored river channel will be 80-100 ft wide, enough for several kayak/canoers at once. It should be wide enough to see from the campground and improve the current view that is blocked by cattails and tall grasses.
The fill placed west of the restored channel will create a broad, flat area for floodplain flow and sediment deposition. This will help reduce the sediment accumulation in the dredged portion of the reservoir during large runoff events.
This area may or may not be filled in. We still need to complete geomorphology assessments and modeling through the Hydrologic Engineering Center’s River Analysis System to determine the best use of this space for being a productive wetland habitat.
Check out the other information available and use the form below for additional questions and comments:
FAQ Sheet • Previous Presentations and Meetings • The Water Level • Funding • Similar Completed Projects and Rock Arch Rapids