Road Stream Crossing Site P006
Pine River Watershed, Rose Lake outlet
20 Mile Rd
Burdell Twp,
Osceola County
Information collected by:
Site Location
GPS Coordinates: 44.10252
, -85.44609
T20N
R10W
Sec 24
Owned by Private
Structure is NOT Perched
Total Erosion: 0.8734 tons/year
Severity: Minor
Year Inventoried: 2014
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Open Bottom Square/Rectangle
Inlet Type: Wingwall 30-70 Degree
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: Sand
General Conditions: New
Structure Interior: smooth
Dimensions of Structure: Length 50 ft.
, Width 16 ft.
, Height 10 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 3.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.5 ft./sec.
Structure Outlet
Water Depth: 3.7 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.1 ft./sec.
*Water Velocities were measured 2 ft. below Surface
(with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Upstream Pond: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Riffle Information
Water Depth: 1.4 ft.
Bankfull Width: 16 ft.
Wetted Width: 13 ft.
Water Velocity: 0.4 ft./sec.
(Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved
County Road
Road Condition: Good
Road Width at Culvert: 40 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 0.1 ft.
Slope: Vertical
Downstream
Fill Depth: 0.1 ft.
Slope: Vertical
Approaches
Left Approach
Length: 800 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.55
Erosion: 0.5818 tons/year
Right Approach
Length: 450 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.49
Erosion: 0.2916 tons/year
Erosion Information
Total Erosion at Crossing: 0.8734 tons/year
Extent of Erosion: Moderate
Notes:
Some erosion behind wingwalls upstream, stablized
Summary Information
Erosion is an area of concern for this site.