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Access Site PA

Frew Mill (aka Kennedy Mill)

Slippery Rock Creek

Source: american_whitewater Updated 3 months ago

City: Slippery Rock Township, PA
County: Lawrence
Type: Whitewater Put In
Location: 40.99162400, -80.18434900
Air Temp: --
Location
Nearby Gauge Conditions
Whitewater Run
II-III Put-in Slippery Rock Creek - 1. Kennedy Mill (Frew Mill Rd., SR 1012) to Eckert's Bridge
23 ft/mi
View Run
Current Conditions
Whitewater Runs on Slippery Rock Creek
3 runs
Difficulty Classes
I Easy II Novice III Intermediate IV Advanced V Expert/Extreme VI Unrunnable
Position relative to this access site: Put-in at this location This location is on the run Take-out at this location
Downstream from here Upstream from here
Whitewater data from American Whitewater
About This Access Site
Frew Mill is a whitewater put-in on Slippery Rock Creek in Lawrence County, Pennsylvania, situated in a region with significant gradient and flow characteristics. The creek at this location is a large river system with an average flow of 611 cubic feet per second and an average gradient of 11.2 feet per mile, indicating moderate to fast-moving water suitable for whitewater paddling. With an average velocity of 2.13 feet per second and a drainage area of 408 square miles, this is a well-established waterway that receives substantial water volume, making it a reliable choice for paddlers seeking consistent flow conditions.

The Slippery Rock Creek system spans 51.39 miles and drops 576 feet in total elevation, creating varied conditions throughout the watershed. At the Frew Mill access point, paddlers can expect the characteristics of a large river with good water volume and current. The site's classification as a Stream Order 6 waterway indicates it is a significant tributary, supporting sustained paddling opportunities. This put-in serves as an entry point into a section of creek with the hydrological characteristics typical of the mid-Appalachian region, where gradient and seasonal flow patterns influence paddling conditions throughout the year.