A. Brady's Leap to wooden landing below Stow StreetClass II(III)
0.75 Miles
Gauge Information
Cuyahoga
River Description
Update on Proposed Whitewater Park!
The City of Kent is moving forward with the next phase of their river restoration project on the Cuyahoga River. As a follow-up to the initial presentation by Recreation Engineering and Planning and the positive feedback from paddlers and the general public; Kent has contracted REP to provide some conceptual designs in 2008. A series of meetings with the various stakeholders were held and the feedback was positive as outlined in the various articles published in the local newspapers. Everyone reading this should consider themselves a stakeholder since this park will benefit all of us whether its used to work on basic skills or as a potential park and play spot close to home. Ohio boaters always get laughed at with our registration decals and numbers on our boats, but there may be some payback. The whitewater park in Kent is looking to get funding from the ODNR and guess where it may come from? Boater registration fees! Grant may fund whitewater park. We are looking to add boater access points near the Riverbend Development on property owned by the City and just upstream of Standing Rock cemetery. T his access point would allow canoes and rafts an alternative putin to the current seal launch option at Brady's Leap. In addition we are considering another access point near the location of the "new" Crain Ave bridge scheduled for construction in 2009.
It helps that many of the agency representatives are "paddlers" and understand what is being proposed and the potential opportunities. Stay tuned for more updates and check out the www.kent360.com/ for the latest news .
PUT IN:
"Seal Launch at Putin" TAKE OUT: SHUTTLE: River Issues: Thanks to the open minds of key City employees, the contractors involved in the project, and the requirements of the EPA; paddlers now have a new section of whitewater in downtown Kent. This short Class II run is located between Brady’s Leap and Stow Street bridge and provides paddlers with a park & play option when water levels are up.
"Tim on the D Wave during River Day 2006" New Gauge Information: A newer gage installed as part of the Ohio Edison Dam hydroelectric project is the basis for the references to flow rates discussed below. This gage is accessed via the Advanced Hydro Solutions (AHS) website by clicking here or directly using this link. The AHS gage is updated every 30 minutes, is not influenced by contributions from the Little Cuyahoga River, and is better suited to monitor flow conditions in this section of the river.
River Beta
"Pin Spot at low water"
"Pin Spot at >1000 cfs" The next several hundred yards include 3 wing dams (upper, middle and lower) and several rock clusters that were installed as the contractor removed the construction access road in October 2004. These features were placed directly on the bedrock streambed and were not affixed in place. Some movement has occurred from the Winter 2004 floods, but the features offer a good place to practice basics. The upper features currently offer the best options and observations to date indicate that these features are better at flows below 1000 cfs and best at flows around 700 cfs.
"Spring Training" The lower wing dam was designed to allow paddlers an eddy on river right to exit before the dam bypass (canal channel). The left arch of the Main Street bridge leads directly into the canal channel. The right side of this canal channel has been cleared of construction debris during past cleanup activities and should hold most of the flow. The left side of the canal channel has rock sporadically placed and will hold sufficient water at flow rates above 1000 cfs. A small ledge exists at the end of the canal channel on river left and forms one of the better surfing waves (the “D Wave”). Another smaller wave forms on the right at flows above 1100 cfs. As shown below, both waves are serviced by a large eddy on river left. It seems that these 2 features are good between 1000 and 1300 cfs, and best at 1150 cfs.
"Brandon enjoying River Day 2006" The island below the dam divides the main channel on the right from the old canal on the left. The upstream side of the island now collects a lot of wood. The left channel (old canal) will hold water at higher flow rates but contains strainers and is constricted. Stay right of the island below the dam bypass and don’t get pushed into the island. It was determined that the large rock immediately below the dam bypass is a large piece of slag. Since there are no historic steel mills in the area, it is theorized to have come from one of the historic train wrecks in Kent. Therefore this rapid has been named “Train Wreck” since the slag boulder sits in the main flow and will upset a few paddlers. When the water is at the top of this slag or pouring over it, a deep hole is created. After Train Wreck and below the stairs on river right, the smooth bedrock streambed creates several nice waves at flows above 1200 cfs. The last rapid is formed by a small ledge and at flows above 2000 cfs it creates river wide v-shaped feature. This is the best feature in the lower section when the river is high and these waves reached 4 feet during the May 2004 floods.
"Good Times" Since a fair amount of flow is now going left of the island, this spot needs more flow than before the dam bypass project was initiated. Under the Route 59 bridge, the river divides around another small island. The rocks at the entrance to the right channel will catch some wood, so scout before you paddle. Once you commit to the right channel the large log jam at the front of the island will prevent you from going into the left channel. Remnants of an old mill wall constrict flow and create a nice spot to practice Z turns and ferries. The former hole below Stow Street bridge has been filled in with gravel. The takeout is at the wooden observation deck on river right. So hike back up and run it again!
MISC.
StreamTeam Status: unverified
Last Updated: 2008-05-16 11:04:50
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