Road Stream Crossing Site P056
Pine River Watershed, Tributary to Rose Lake outlet
White Pine Trail
Burdell Twp,
Osceola County
Information collected by:
Site Location
GPS Coordinates: 44.11586
, -85.45773
T20N
R10W
Sec 24
Owned by Private
Fish Passability 0.5
Structure is NOT Perched
Total Erosion: 0.0365 tons/year
Severity: Moderate
Year Inventoried: 2014
Site ID
Inlet
Upstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 3
Structure Shape: Round
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Mixture
General Conditions: Poor
Multiple Culverts/Spans | ||||
Culvert/Span | Width | Length | Height | Material |
2 |
3 ft. |
50 ft. |
3 ft. |
Metal |
3 |
3 ft. |
50 ft. |
3 ft. |
Metal |
Structure Interior: corrugated
Dimensions of Structure: Length 50 ft.
, Width 4.5 ft.
, Height 4.5 ft.
Percentage Plugged:
Inlet: 26% to 50%
Outlet: 0%
In Pipe: 0%
Structure is NOT Perched
Structure Inlet
Water Depth: 1.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 2 ft./sec.
Structure Outlet
Water Depth: 2.4 ft.
Embedded Depth of Structure: 0.8 ft.
Water Velocity*: 0.3 ft./sec.
*Water Velocities were measured 0.7 ft. below Surface
(with Meter)
Additional Comments
#3 culvert stamped 1898, #1 culvert newer and the only onle not plugged/ under water
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 ft.
Bankfull Width: 20 ft.
Wetted Width: 15 ft.
Water Velocity: 0.2 ft./sec.
(Measured with Meter)
Dominant Substrate: Gravel
Road Information
Paved
State Road
Road Condition: Good
Road Width at Culvert: 10 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 11 ft.
Slope: Vertical
Downstream
Fill Depth: 10 ft.
Slope: 1:2
Approaches
Left Approach
Length: 200 ft.
Slope: Less Than 1%
Vegetation: Heavy
LS Factor: 0.05
Erosion: 0.0033 tons/year
Right Approach
Length: 300 ft.
Slope: Less Than 1%
Vegetation: Heavy
LS Factor: 0.05
Erosion: 0.005 tons/year
Erosion Information
Total Erosion at Crossing: 0.0365 tons/year
Extent of Erosion: Minor
Notes: erosion hole over #1 pipe, eroded down to culvert causing 6" seperation in culvert sections
Location of Erosion | Erosion Dimensions | Eroded Material | Material Eroded | Total Erosion | ||
facing downstream | Length | Width | Depth | Reaching Stream? | (tons/year) | |
Right Downstream Embankment |
8 ft. |
4 ft. |
4 ft. |
yes |
Loam |
0.0282 |
Summary Information
Fish Passability 0.5