Honey Creek (Menomonee Trib)
*Check wood alert!* Honey Creek Pkwy. to Menomonee R. (1.76+2.14 miles)
| Difficulty | II-III+ |
| Length | 1.8 mi |
| Avg Gradient | 30 fpm |
| Gauge | Honey Creek at Wauwatosa, Wi |
| Flow Rate as of 1 hour | 4 cfsbelow recommended |
| Reach Info Last Updated | April 16, 2026 |
River Description
NOTICE: MMSD has plans to remove virtually all of the cement on this run. Streambanks will be excavated to create a floodplain (wherever possible) and meander the stream. While cement may remain under road bridges, it's likely that rocky rubble will negate any remaining hyraulic jumps.
Their website now indicates the project 'has been pushed out several years, with construction unlikely to start before 2028.' Post 'restoration', it will be boatable, but likely with minimal whitewater interest -- probably little more than a class I-II rock-dodge. It will likely take higher flows to become boatable (needing more water to cover rock they will place in the stream), and (what's worse) it will likely be far more dangerous with rock throughout the channel, making being upside-down or out of your boat quite brutal, with increased possibility of hard impacts, bruises, broken bones, and foot entrapments.
Quick Facts:
Location: Wauwatosa (Milwaukee, WI).
Put-in: 8354 W. Honey Creek Parkway, Milwaukee
Take-out: 7200 W. Honey Creek Parkway, Milwaukee (for just Honey Creek, for the unusual circumstance you're not continuing down MenTosa).
Take-out: 4014 W. Bluemound Rd, Milwaukee (take-out for MenTosa, since virtually all boaters of Honey will proceed to enjoy that run).
Shuttle Length: 3.8 miles/10 mins: Recommended Shuttle Route* (there are quicker, more direct routes, however, we recommend scouting numerous locations en rout
...River Features
Put-in
Two options:
A) Park on W.Honey Creek Parkway (across from the second or third house east of 84th Street).
B) Park on S.Honey Creek Parkway (about 0.2 miles north of Bluemound Rd, 0.1 mile south of powerlines) (at the first jump, as listed below).
In either option, a 'commando style' put-in is recommended! Get into your boating gear at your take-out, so that (at your chosen put-in) you can as quickly as possible just grab your gear out of the vehicle, get into the woods, down the embankment, and put on before gathering too much attention.
If using option A, it is STRONGLY recommended to either scout the first ledge ahead of time OR to get out above it to scout. (It is generally possible at nearly all flows to 'beach' onto the sloping cement or into the shoreline brush to then walk down to the ledge.)
If using option B, you'll be right at this ledge, and can decide whether you're putting in above or below it.
Minor Pourover
Just upstream of our put-in, as the creek comes out from under 84th Street, it spills across a short rounded pourover.
This is likely to have a fairly uniform boil-line and not offer much reasonable play at most flows.
Some may be inclined to paddle up to check it out, but more will likely just head downriver.
There is no reasonable legal put-in upstream of this ledge. There is a large commercial development (on river-left), and no parking on 84th (on river-right).
Considering that this ledge is shorter and generally the least interesting of what's on this creek, there is just not much reason to hassle with trying for put-in above it.
First Pourover (AFJ: Athletic Fields Jump)
This pourover is potentially the nastiest, hence one that I most often have portaged or just put in below it.
The cement at the base tilts back toward the drop, making a far 'keepier' hydraulic.
Scout this drop before putting in upstream! Get as close to water level as possible!
Look CLOSELY to notice that the backwash flows back toward the drop from 10-15' downstream.
You have to paddle 'uphill' to get out of this drop!
If you are unsuccessful at landing a 'boof', staying upright, and paddling out of the reversal, you will be caught in an awkward spot to get yourself and your boat out in the event of a swim. If you are unable to grab hold of your boat, it will flush a long way downstream unless you have a good posse of boaters (in boats and/or on shore) ready to wrangle it ashore!
If you are out of your boat as a result of ANY of the hydraulic jumps, you are likely to be able to stand in the backwash in cement ditch and walk out!
(NOTE: this is contrary to advice in virtually any other whitewater situations! Generally you DO NOT try to stand in swiftwater/whitewater until/unless you are in an eddy.)
Given that water quality is nasty, that this is a rather visible location, and you are generally wanting to be as 'invisible' as possible, this is not a spot you want to be standing around too long, setting safety, and having to do a rescue. All of which is to say, look carefully, make your decision, put-in (or portage), and get going.
BTW, the secondary name refers to athletic fields which flank the creek here (football and track fields river left, ball diamonds river right), though they are behind thickets of buckthorn and other trees and shrubs.
Second Pourover (WLJ: Wisconsin Lutheran Jump)
The second pourover (as most of the remaining pourovers) is much more reasonable at virtually all flows. Paddle assertively to launch a clean 'boof' and paddle away on the water which sheets away from the base of the drop. (Failure to paddle aggressively may result in being back-endered, and possibly flipped or sucked into the reversal/hole here.)
The secondary name alludes to Wisconsin Lutheran High School which lies upslope river-left (and whose athletic fields gave name to the prior 'jump').
Third Pourover (BRJ: Bluemound Road Jump)
Three pourovers occur under or immediately after bridge crossings. This one is at the downstream side of the Bluemound Road bridge.
At some flows, this can ge a bit 'sticky', so charge it, boof it, and paddle out!
Fourth Pourover (HCPJ: Honey Creek Parkway Jump)
Immediately after coming out from under the Honey Creek Parkway road bridge, this drop can provide some play potential (surfs), if one is inclined to do so in such a cesspool of a creek as this is.
A little bit of quarried rock lies in the pool here, but tends not to be an issue at most flows (at least, as long as you are not upside-down).
W.Wisconsin Avenue Bridge
The new bridge is higher over the water than the old bridge was, and the creek has been widened as well. The cement trough has been removed from a short way upstream and downstream, and the bed and banks have been lined with rock. At boatable flows, I suspect most/all rocks in the riverbed should be covered and passage should be unhindered.
NOTE: As of 2025.12.16, a huge tree lies in creek as it re-enters cement ditch. River-right is the rootball, which won't be passable to river-right. River-left the tree trunk angles up to the high left bank, and should be 'duckable' at far left at most boatable flows.
A second tree spans the cement ditch just downstream, but is horizontal, far enough overhead as to be no problem at any reasonable flow.
STOP AND TAKE A CLOSE LOOK HERE AS YOU RUN SHUTTLE! Additional wood may hang up and block safe passage!
Parkway Bridge Wave (PBW)
After the above-mentioned 'roundhouse bend', flow heads under another parkway bridge. On the immediate upstream edge of the bridge, a fine little wave can form, and a decent eddy river-right, under the bridge, allows repeat play (when it is worth bothering to repeat).
NOTE: The tree shown in the photo has been cleared, but new deadfall is possible at any time. Always scout this before putting on.
Fifth Pourover (PAJ: Portland Avenue Jump)
The final ledge/jump lies under Portland Avenue (second bridge after leaving cement ditch). Water sheets shallow on the approach at most runnable levels, making it difficult to maneuver. The reversal at the base of this ledge can be significant at some flows, so be prepared to boof and paddle strongly away.
The riverbed becomes more natural (gravel, cobble, and random large rock and rubble). Riverbanks vary from rock walls to gabions (rock filled wire baskets) to boulders to dirt/mud banks. There is increased risk of deadfall, since river banks are highly eroded in places, and trees are at water's edge.
ALWAYS SCOUT AS MUCH OF THE RUN AS POSSIBLE BEFORE PUTTING ON, TO BE AWARE OF SNAGS AND WHETHER THEY ARE AVOIDABLE THAT DAY!
If you looked at it a year, a month, a week, or sometimes even just a day before, do NOT assume the situation did not change! If it has rained enough for this to be up more than one day, the soil is saturated and trees may topple!
Shoals (deadfall area)
A bit downstream of the prior rock garden area, after passing river-left gabion basket shores (wire cages filled with rock), lies an area of rocks and gravel deposits. The deepest channel is to river-left, while center-to-right is shallow gravel shoals.
For years, a large tree has blocked the creek here, but as of 2026.04.22 has washed out.
Before putting on, while setting shuttle, stop about 200' west/upstream of the final bridge (where the USGS gauge is) to walk across a finger-like clearing and into the woods to see this area of river.
Final Pitch
Beyond the final road bridge (with the gauge), the stream twists to the right and widens. A major gravel shoals has been deposited here which will be 'grungy' at 'low-boatable' flows.
The left shore is highly eroded. Trees drop from shore (or wash down and accumulate there), so head center or river-right (at flows above 250 cfs) to avoid those complications. The right bank (upstream and downstream of the pedestrian-and-bike-path bridge) is vertical rock wall and failing gabion baskets.
The boulder rubble pitch at the narrowing has largely been washed out by flooding, so the only concern here will now be currents (pushing toward the wall) and wood which may hang up through here. Some skilled maneuvering may be needed!
While running shuttle, stop, walk onto the bikepath bridge, look upstream and down to check wood and water situation here before putting on! Walk upstream to have a look at the approach to see if wood exists on the shoals upstream.
Most folks will continue to the confluence and catch most of the MenTosa run to its takeout. For the exceedingly rare circumstance that it is necessary or otherwise desired to skip that, take-out is best river-left, either immediately under the pedestrian bridge, or as soon thereafter as practical.
Confluence
Be aware that there is a failed gabion basket lying midstream at the confluence with the Menomonee River. This is no problem if you are upright, but potentially ugly if you flip or are out of your boat coming through here. You don't want to roll or swim at the confluence and get snagged by a chain-link-fence-basket full of rocks! It also makes this an 'iffy' spot to try for any stalls or squirts in the confluence currents.
While this is the end of Honey Creek, few boaters will take out here. Most will continue about 2 miles, down the better part of the 'MenTosa' run (Menomonee River in Wauwatosa), utilizing it's take-out.
Trip Reports
Log in to add a reportJust a 'scouting' report to add some photos of this run.
As mentioned in the write-up, this urban creek is very flashy during significant rains. The attached annotated screen print shows just how flashy this can be. This was from a thunderstorm which dropped just over an inch of rain in about an hour.
This is why you ALWAYS want to scout as much of this run as possible (by getting out of your car various places alond the parkway road) before putting on! Snags such as this occur with alarming regularity between times this little run has enough water, and there are so few and such small eddies at runnable flows that it may take class IV skills to catch them.
This deadfall happened spring, 2013 and isn't going anywhere anytime soon. Experienced boaters with good skills, looking well enough downstream, should be able to catch eddies and may be able to limbo under the higher (river-left) end of things. However, debris could accumulate at any time, blocking off the viability of that maneuver! Do not put on the river without checking as many places as possible for reasonable passage.
Almost inexplicably, in this creek (and in too many other places), engineering firms are contracted to put gabions (wire baskets filled with rock) on streambanks in an attempt to control erosion. The problem is, almost everywhere I've seen them used, I've seen them fail, resulting in tangled wire in the river!
As Honey Creek runs to meet the Menomonee River, the right bank is a vertically stacked rock wall. A failed gabion lies square in the middle of the outflow right in the confluence currents. (No problem if you are right-side-up, but do not flip or roll here!)
Water quality: Terrible! Honey Creek has the highest median concentrations of E Coli of tested stream sites in Milwaukee County -- 1,900 colonies per 100 mL -- 200 col/100 mL is maximum acceptable for human contact (swimming).
Scenery: Mostly city cement, man-altered stream-bed, and 'tagging'.
'Whitewater' (in the first half of this reach) is created by 'hydraulic jumps' (cement ledges) which exist (as I understand it) to aerate the water and somehow/somewhat blow-off some of the downstream momentum.
As mentioned in the full write-up, at times of heavy rains, while there are no known outflow points on THIS section of river, the Menomonee is VERY LIKELY to suffer from Combined Sewer Overflow (CSO) at times that this sections is runnable. It is recommended that you check the MMSD website *********** http://www.mmsd.com/v2/news/overflow\_advisory.cfm *********** for conditions before running this reach
when there have been heavy rains, then decide for yourself if you wish to risk boating in the (diluted) sewage affecting this river. Areas affected should generally be clear (of the bulk of that specific contamination) a couple days after the CSO ends. However, that will be to late to matter, as both these reaches (Honey and MenTosa) will generally have dropped to non-boatable levels by then.