Cedar Creek, |
|
| Usual Difficulty | II-III (may vary with level) |
|---|---|
| Length | 2.3 Miles |
| Avg. Gradient | 32 fpm |
| Max Gradient | 55 fpm |
| Name | Range | Difficulty | Updated | Level |
|---|---|---|---|---|
| CEDAR CREEK NEAR CEDARBURG, WI | ||||
| usgs-04086500 | 100 - 1100 cfs | III+ | 02h25m | cfs |
Quick Facts:
Location: Downtown Cedarburg to east edge of town.
Shuttle Length: 0.8 mile. (See details in "Directions" Tab.)
Character: Two dams (mandatory portage for most paddlers) and their backwaters provide pause.
Bedrock ledges and slides provide some decent play before gradient peters out in rubble-field
shoals. A large oxbow allows paddling 2.3 miles with only a 0.8 mile shuttle!
Put-in is approximately 780' elevation.
Take-out is approximately 705' elevation.
Thus total elevation change is approximately 75'. (Unfortunately, nearly 30' of this is wasted
being backed up by the two dams.)
General Overview
Historic Cedarburg boasts a fun little run, with two very short, but rather wicked portages down
12' cliffs around dams. Mountain goat skills or ropes will help, especially for early season
(ice) or during/immediately after rains (mud).
The run consists of shallow bedrock rapids, short ledges, and gorge/dells. In the lower reaches
of this run, the gradient has largely 'petered out', but current is still swift. Novice boaters
may find themselves in trouble as they navigate bends and negotiate deadfall, though lately there
does seem to be an increase in 'caretaking' of this reach.
Main playable drops are: City Park Ledge, Bank Waves, Estate Bridge, and Railroad
Ledge.
Note: this is one of the later southern Wisconsin streams to 'open up' in spring, due to
the ponds (behind the two dams on the run) which do not quickly flush free of ice. Specifically,
the second one (above the 'Nail Factory Dam') lies in an East-West stretch of river which tends
to be rather sheltered from the sun, so it may remain ice-covered and impassible well after other
rivers in the area have flushed free of ice.
Recreational users of this stretch of river should be aware
that it is identified as a 'hotspot' for PCBs (Polychlorinated biphenyl). A major 'contributor'
to the PCB load was located in the 'pond' just above the put-in of this reach. Remediation
efforts were undertaken on 'Ruck Pond' (just above the listed put-in) during 1994-1995, and on
'Hamilton Pond' (just below the listed put-in) during 2000-2001. To date, no such efforts have
taken place in the 'Nail Factory' pond or downstream. The best information I can find suggests
that PCBs primarily bond with soil and are NOT generally water soluble. This would suggest that
as long as you stay in your boat, and avoid stirring up any muddy areas, your risk of any PCB
contact should be minimal.
Gauge is a few miles upstream of this reach. While dams intervene, all are top-spill 'non-regulated' dams which effectively pass all water through.
|
|
|||||||||||||||||||||||||||||||||||||||||||||
The 'minimum recommended flow' (100 cfs) is certain to be questioned by many boaters. Indeed, it will have parts of the run be a bit of a scrape, but reasonable whitewater play will be possible at a couple spots. The run has been floated at levels below this, but is not recommended. The 'maximum recommended flow' (600 cfs) is only set as an indicator of levels 'above the norm'. The river is runnable much higher, and, in fact, many experienced boaters will prefer levels above this value, indeed using it as almost their 'minimum'! (See chart below.)
For winter, min/max are set differently (6.95'/300cfs & 9.12'/1100cfs). Since ice will choke the backwaters behind the two dams on the listed reach (and likely also the run-out stretch of lower gradient downstream of the island), min/max are bumped up to levels more likely to start blowing that out, or (at least) likely to provide enough entertainment on the other parts of the run so as to make dealing with the hassle of the ice at least a little more worthwhile. Obviously, actual conditions will be quite variable in winter.
| Flow (cfs) | Class | Suitable for | Description |
| 40 - 100 | I-II | beginner/novice Open boats (canoes or recreational kayaks without skirts), kayaks, rafts |
Relatively minimal whitewater play Even down to low end of range some minor play is possible. Bank Waves are shallow/grungy, but allow tame surfs and spins. Estate Bridge is playable (an odd/interesting surf against the bridge-pier) at these levels. |
| 100 - 600 | II-II+ | novice/intermediate Decked canoes (C1 or C2), kayaks with sprayskirts, properly outfitted open boats (canoes with flotation bags) |
Much better depth and play. Adds play at City Park Ledges and Railroad Ledges |
| 600 - 1100 | II-III | intermediate/expert with proper whitewater gear, knowledge, and safety training |
Optimal All features are well formed and playable |
| 1100-1800 | III+ | Well-experienced strong-skilled paddlers only |
Much care must be taken around the two dams/portages. Putting in below each of them will be somewhat difficult due to relative lack of anyplace convenient to get into your boat and not be in the current.
|
| 1800+ | III+ | No one! | Somewhere up in this range most features tend to wash out. No features (other than the two dams to portage) truly rise above a class III rating (since there essentially will be few real features on the run). However, due to the high banks, the run will be a freight-train fast-flush with virtually no eddies. There will be serious risk/danger (especially due to strainers in the lower portion of the run), and a bridge downstream of the main gradient (but still in an area which will have strong current at these levels) may become too low to the water to convenientlly pass under. We cannot recommend that anyone even think about putting on this river at these levels. There will undoubtedly be far better (and safer) choices to run in the area. |
| Name | Range | Difficulty | Updated | Level | ||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CEDAR CREEK NEAR CEDARBURG, WI | ||||||||||||||||||||||||||||||||||||
| usgs-04086500 | 100 - 1100 cfs | III+ | 02h25m | cfs | ||||||||||||||||||||||||||||||||
|
While two dams lie between gauge location and put-in, they are top-spill run-of-river, so cause virtually no regulation of flow. |
||||||||||||||||||||||||||||||||||||
|
||||||||||||||||||||||||||||||||||||
| When | River/Gauge | Subject | Level | Reporter |
|---|---|---|---|---|
| 241d11h24m | /CEDAR CREEK NEAR CEDARBURG, WI [WI] |
High Water Report |
950 cfs | Rob Smage |
| > 10 years | Cedar Creek [WI] |
Super Cedar |
1130 cfs | Rob Smage |
| > 10 years | Cedar Creek [WI] |
Sweet Cedar |
588 cfs | Rob Smage |
| Mile | Rapid Name | Class | Features (Legend) |
|---|---|---|---|
| -2.0 | USGS gauge location | N/A | |
| 0.0 | Put-in | N/A | |
| 0.0 | City Park Ledges | III | |
| 0.7 | Highland Road Dam | ||
| 0.7 | Bank Waves | II | |
| 1.0 | Nail Factory Dam (~18.5') | ||
| 1.2 | Estate Bridge Wave | II+ | |
| 1.2 | Railroad Waves | II | |
| 1.3 | Bridge | ||
| 1.5 | Island | ||
| 2.1 | Squirt Spot | ||
| 2.2 | Take-out (CTH.T) |
While the gauge is located about two miles upstream of the listed put-in, and a pair of dams intervene, they have virtually no 'regulation' on the flow.
We usually park on the street and carry upstream just a bit to put in just behind the Silver Creek Brewpub. A small ledge/wave midstream can provide some minor entertainment (surfing and attainments) before heading down the first drop.
By the way, some folks may 'eye' the dam just upstream. While I am aware of at least one claim of having run it (supposedly 'accidentally', though that's hard to imagine), it cannot be recommended. The 'landing zone' contains shallow bedrock (at least in places), making boat damage and injury likely. Unless you are very skilled and confident of nailing a boof, or unless you have 'plumbed' the base of the drop (by going in there at minimal flows and walking/swimming the base of the dam), we strongly recommend that you should not attempt running this dam. (Besides, it is so much easier to put in below it than above it.).
A nice set of ledges (maybe 4-5' of drop in 15' or so of river) provide a somewhat exciting start to the run. Minor play is possible here at certain levels, though always rather limited by shallowness and vertical stone walls constricting the stream.
***NON RUNNABLE***
Take out river-right, at a landing upstream of the bridge, to portage this dam. You will carry across the road and through the back yard of a private home. Please be respectful of the property. It would be best (as a formality) to stop by (while you are scouting or shuttling, before putting in) and notify the owner (if they are home) about what you are doing (boating the river) and ask permission to (carefully, and respectfully) carry through their backyard to continue downriver.
We will not discount the possibility that some properly skilled (or significantly lucky) boater may be able to successfully run this dam (and paddle away, without injury). However, the 'landing zone' is almost uniformly shallow (at most water levels), and (at higher water levels) there will be a nasty boil-line with shoreline eddies pulling strongly back towards the dam. Thus, we must consider and represent that this dam (for all intents and purposes) should be considered UNRUNNABLE.
Some sloping bedrock and minor ledges create a short sequence of waves, which can allow some minor play at low-to-moderate levels. At levels from 600-1600+ cfs, these build up quite nicely to provide really nice surfs. Somewhere about 2000 cfs and higher, these almost totally wash out, and there is little reason to do the whole run.
While this has been run (at lower water levels, around 300 cfs, +/-), most boaters will opt to portage, river-right. One has to pass (boat and body) through a fence, bushwhack a bit, and carefully make their way down a steep bank to get back on stream.
For anyone considering running the dam, be aware that the right bank (in the 'landing zone') angles in considerably, so you want to be at least 10-15' off the right flank of the dam to avoid a hard piton on landing. Rescue would be difficult here since it is not easy for anyone to get near the river at the base of the dam. Anyone caught in the boil-line (at higher flows) would be in serious trouble.
A rocky outrun from the dam creates some strong currents down through a vertical walled dells. Some minor play may be possible within this area.
Increasing gradient leads down to a bridge-pier which constricts the creek, and a wave forms alongside. Boaters need to have good skills (particularly as flow increases) to catch a river-left eddy under the bridge to do any repeat play here. Minor play is available as low as 100 cfs (though all else will be extremely boney). Play increases as levels rise, and sweet surfs are available on a powerful fast wave from 600-1600+ cfs, though it will never really allow much for the 'rodeo boater' crowd.
A small ledge creates a minor wave here at many flows. Minor surfing play is possible.
A bridge spans the river at this point (though I'm not sure for what reason just yet . . . maybe for future development). At lower flows boaters will encounter shallow shoals through this area. Above 'maximum recommended flow' this bridge may become a hazard (too low to the water).
As an aside, just downstream of here (but still before the island), Cedar Creek is within 1/3 mile of the Milwaukee River (at Grafton Dells). However, the creek meanders another 3.3 miles before its confluence with the Milwaukee River, downstream of CTH.C. I can't help but think about how the 3.3 miles of low gradient might have been condensed into 1/3 mile of high gradient if the creek had managed to run a shorter route into the Milwaukee River at this location.
A large island (for such a relatively small creek) splits the flow.
The (historically) main channel is off to the left, but often contains deadfall which requires significant skill and maneuvering to avoid problems. Since there is no real gradient remaining (no rapids), and since this route is longer and so prone to snags, this left channel is NOT RECOMMENDED.
To the right lies an 'overflow' channel, which is the PREFERRED ROUTE. It is shorter, straighter, less prone to snags, and generally less problematic navigation.
Do be aware that just after the island, after rejoining the flow from the main channel, there is a large deadfall. While there is adequate passage, some attention and maneuvering will be necessary.
In the 'flow shadow' of a private island (with foot-bridge from private yard), there is generally sufficient depth and some fairly interesting currents (at higher water levels) to allow some playing with stern-squirts and bow-stalls.
While one could proceed downstream, the gradient has largely petered-out at this point. And, it's tough to beat a 2.2 mile run, with only a 0.8 mile shuttle.
User Comments
Incredibly well made beers, as well as excellent selection of top noch taps of other manufacturers.
And, no smoking indoors! There are outdoor patio tables (during warmer weather) overlooking the
river. where smoking is allowed.
private bridge across the creek, at the point where the creek splits into two channels around a
large island) *************************************************************
************************************************************* Hazard: A massive collection of wood
blocks getting into river-left (formerly 'main') channel of river. Perhaps just as well, since a
large tree around the second bend downstream in that channel has also accumulated quite a pile of
wood. There is an open channel to the tight-right shore, but it will take well-skilled boaters to
successfully negotiate it at virtually any flows.
*************************************************************
************************************************************* The right channel around this island
has been severely eroding the right shore. A tree has slumped into the river in the first bend (as
the creek heads south). Most of it has been sawed to create some clearance into that channel, but
this area should be approached with EXTREME caution. The remaining portion of the tree and rootball
may still cause some problem, and other shoreline slumping is likely to contine..
************************************************************************************
************************************************************************************ Hazard: There
is a LARGE tree which has fallen across the width of the river. The main branch across the water
arches upward so that at low-to-moderate flows it is possible to boat under it. At high flows this
will be a considerable hazard. Well skilled boaters should have adequate time (upon keeping a
vigilant eye open) to scramble to shore to get around/past it. Indeed, it may be possible (at high
water) to go far left and get through.