Difficulty I-II at this flow (I-II normally)
Length 5.35 Miles
Gauge BEAVERDAM RIVER AT BEAVER DAM, WI
Flow Range 125 - 500 CFS
Flow Rate as of: 39 minutes ago 488 [CFS] ℹ️
Reach Info Last Updated 07/05/2019 1:04 pm

River Description


A fun stretch of river for recreational kayakers and beginner whitewater paddlers. The run contains numerous areas of riffles and rips, and at least a couple waves capable of allowing surfs and (at ideal flows) spins for those in whitewater playboats.

An area paddler has been working with the 'powers that be' in an attempt to get recreational releases a few times during summer months. Stay tuned for further notice on this!

There has been some 'caretaking' of this section, removing some existing strainers. As of this update (2018.07.23) there are NO IMPASSABLE STRAINERS, however there are trees to duck, dodge, or maneuver through! At lower flows (perhaps up to 250-300 cfs), they shouldn't be a major problem, but as flows increase, your skill-level must be significant to confidently maneuver through these! (On a recent trip down this, I found numerous pieces of evidence of mishaps resulting in lost gear by inexperienced recreational paddlers.)
Keep in mind that new deadfall may happen at any time, so you need to be prepared by looking well-downstream, being ready to eddy-out and scramble for whatever strategies are needed to deal with the deadfall in swift current!

Other websites/blogs report wire fence spanning the creek at one or two places, though they appear to have been cut and rolled-back ashore (again, as of 2018.07.23 -- unknown whether they may be restrung or if that will be a permanent removal).

Far more of concern: a couple bridges will become problematic (difficult or impossible to float through/under) at higher flows. DO NOT RUN THIS ABOVE THE RECOMMENDED 'MAX'!!!
This video features highlights of this run: https://youtu.be/p0wkdvgt858?t=20

Rapid Descriptions

Caution!

Class - N/A Mile - -0.1
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Signage at the impoundment indicates that there are periodic problems with blue-green algae blooms. When present, people are advised not to swim nor let any pets swim in or drink any water from the pond or river! Blue-green algae produce toxins which are dangerous/fatal to humans and pets!

"If the water is cloudy, looks like green paint or pea soup, or has floating scum layer or floating clumps ..."

These events are most likely when summer temperatures have warmed the millpond.

If you boat during these times, do your best to minimize contact with the water, and make certain to bathe/rinse yourself and any wet gear (clothing, PFD, etc) as soon as possible!

See WIDNR Website for more information. (Several tabbed pages of info to read!)

Mini-park (primarily for fishing)

Class - N/A Mile - 0
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The put-in area (between the dam and Beaver Street) is very popular with fishermen, so you may have some contention for put-in. The shoreline through this mini-park is lined with rock (to minimize erosion). It will help if you are comfortable with a 'seal launch' from the rocks, otherwise you must steady your craft, get in, and get settled before it is caught in the current.

Beaver Street Weir

Class - I Mile - 0.02

A short cement 'wall' (weir) crosses the river as it enters the Beaver Street culvert. There may be some very minor play possible here, but it is likely to be a fail at many flows.

NOTE: some blogs and websites have this and the next one listed as "low-head dams". They are really far too small to be categorized as such. The effective height is less than a foot, and the river-depth (even at nearly 500 cfs) is not enough to create any uniform, 'keeper' hydraulic.

Center Street Weir and Shoals

Class - I Mile - 0.12
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Passing under Center Street, you will find another very short weir which may create a minor playable wave/hole at certain flows. Dead-center-river, not far below, a fair-sized rock awaits to either act as obstacle or entertainment (depending on flow and your skill). A little splishy-splash (minor waves) occurs as the water trips across rocky rubble and curves off to the right (SSE).

Watertower Bend

Class - I Mile - 0.26
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As you pass a tall watertower, additional riffles and waves are likely, especially as an outflow culvert dumps in (if your run is during or immediately after a rain), and the river bends further to the right. Novice boaters may be challenged to avoid the rocky shore that the current will take them toward. (Playboaters are not likely to find anything of interest here.)

Mill Street Wave ****

Class - II Mile - 0.36

Immediately after passing through the divided (two-tunnel) road bridge/culvert under Mill Street, you'll encounter the first (and arguably biggest and best) good wave on the run. Stronger boaters, at some flows, may be able to turn bow-upstream to catch this on the fly. More likely, it will be necessary to eddy-left and paddle up (bashing river-left rocks with your paddle) to surf (and spin?) on this feature.

Kraft Waves

Class - I Mile - 0.48

A bit of constriction and riverbed obstruction (near/beyond the South end of Kraft warehouse/building) may make some small waves.

Also (at least, as of 2018.07.23) there are downed trees hanging low and into the river. At this time, passage is possible, but may require a little quick maneuvering. At lower flows (up to maybe 200-250 cfs?) confident paddlers should have no problems. As flow gets more 'pushy' (300-500 cfs), it will take strong, experienced boat handling to assure success here -- others may be taking a roll-of-the-dice, perhaps having success, perhaps suffering a capsize trying to navigate this area.

Davis Street

Class - N/A Mile - 0.65
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(Just a way point.)

Cooper Street (ALT. In/Out)

Class - N/A Mile - 1.14
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Site of USGS gauge. For those who may wish a short trip, maximizing swiftwater/whitewater and minimizing flatwater, this may make a good alternate take-out. For those intimidated by the swiftness of the upper section (with its rocky riverbed and shoreline), this may be a better alternate put-in.

As you pass Cooper Street, and the river-left water-treatment plant (which may add some chemical smell to the flow), you begin a LENGTHY stretch of wide, almost lake-like flat water.

Hwy.151

Class - N/A Mile - 1.85
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As the river encounters Hwy.151, you will enter a significant box-culvert.

Power Lines

Class - N/A Mile - 2.38
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(High overhead ... just a 'waymarker'.)

Railroad Trestle

Class - N/A Mile - 3.07
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As you enter this trestle, be very alert for a wire fence which may span the creek on the downstream side. As of 2018.07.23 it has been removed, but that could change at any time!

There was another fence to be on the lookout for some distance downstream. BE CAREFUL AND ALERT in case they are restrung. 

"Tom+Barb Forever" Bridge

Class - N/A Mile - 3.386
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(Swiftwater, no rapids ... just a curiosity and a way-marker.)

Rickety Bridge / Wave ****

Class - II Mile - 4
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An old rickety (private) bridge is signal for a sweet little wave.

Recreational paddlers will easily 'punch through', while whitewater boaters will likely wish to stall their downstream speed for a 'catch-on-the-fly' surf here. Depending upon flow, this may or may not be regainable, since it lies between vertical bridge-piers. (At 470 cfs, I was unable to regain it.) Depth seems good enough that it could allow vertical moves (unproven, since there was so much algae present the one time I have paddled this that I really didn't want to risk having to roll).

Canary Road ******

Class - N/A Mile - 4.12
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Serious playboaters/whitewater kaykers could attempt take-out here (foregoing nearly 1.25 miles of uneventful paddling, as all which remains downstream is swiftwater and flatwater).

However, guard-rails preclude parking for a bit of distance each side of the bridge, and road shoulders are not very wide for parking off the paved road. Whereas, both CTH.S and CTH.J have better parking and egress from the river.

Arbiardi Chute (R-B-R-D: Red Barn Rock Dam)

Class - I Mile - 4.64
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There is a fair-sized island preceding, with only minor flow going to the right, and the main channel to the left. A minor rock-rubble dam narrows the river, creating a nice minor 'chute' and wave-train (at least, at some flows). (This is the last whitewater/swiftwater feature of this section.)

CTH.S

Class - N/A Mile - 4.77
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One could cut off the rest of the run (~0.6 mile of dead-flat water) by taking out at this bridge. The river here still has slightly swift current, the riverbanks are somewhat steep and filled with very tall grass (mid-summer til late-fall), making exit from the river more problematic than the listed take-out (unless you happened to 'beat down' a path when you set shuttle). The listed take-out does have better parking, and the 'locals' may be keeping that landing a bit better 'kept' (mowing, providing a slightly 'improved' landing area).

Comments

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Rob
|
3 months ago

Likely well-known by experienced paddlers, but another “hazard“ of paddling this (or any other) river in Wisconsin during summer months … horseflies and deer flies! Not generally a problem in the first mile (in town), but expect to be totally swarmed by them on any warm day through the rest of the run. Either cover all exposed skin with bug repellent, or wear a long-sleeved paddle jacket with high-necked collar, and a bug headnet! (And frankly, I’ve even had them bite me through a nylon jacket!)

Gage Descriptions

Flow regulation is done from the dam immediately upstream to control 'pond height' for Beaver Dam Lake.

Paddleable at 100 CFS (though early going is likely to be scrapey), 200 CFS is better, and 300-400 CFS is pretty much 'ideal' for strong, confident, experienced paddlers.

Gauge/flow analysis (based on USGS data, 1985-2013):
Drainage area at gauge: 157 sq.mi.
Minimum daily mean flow (1988.10.30): 0.64 cfs
90% of time flow exceeds: 8 cfs
10% of time flow exceeds: 299 cfs
Maximum daily mean flow (2008.06.16): 1660cfs
10/90 ratio ('flashy-ness'): 37 (under 3 is quite steady, over 10 is quite 'flashy')

Directions Description


We have no additional detail on this route. Use the map below to calculate how to arrive to the main town from your zipcode.

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Rob

Revisions

Revision #Revision DateAuthorComment
1203749 10/18/14 Rob Initial add
1203748 10/18/14 Rob n/a
1210116 07/18/18 Rob minor edit
1203820 11/17/14 Rob Add gauge flow analysis
1210123 07/23/18 Rob embed youtube vid
1208737 01/15/18 Rob remove table from gauge description, putting info into simple statement/paragraph form.
1209960 06/30/18 Rob Extend run to County J
1210113 07/17/18 Rob Extend to CTH.J
1211584 04/01/19 Rob updated image position
1210126 07/24/18 Rob minor edit
1210983 01/26/19 Rob updated image position
1210990 01/27/19 Rob updated image position
1213193 07/05/19 Rob updated description
1213194 07/05/19 Rob updated description