Road Stream Crossing Site UBR_MC04B

Upper Black River Watershed, Tributary to Weed Creek
Osmun Rd
Walker Twp, Cheboygan County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 45.33253 , -84.38944
T34N R1W Sec 26
Owned by Private
State
Fish Passability 0
Perch Height: 0.5 ft.
Total Erosion: 0.0165 tons/year
Severity: Severe
Year Inventoried: 2015
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Right
Road Approach - Left
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Round
Inlet Type: Projecting
Outlet Type: Cascade over Riprap
Structure Material: Metal
Structure Substrate: None
General Conditions: New
Structure Interior: corrugated
Dimensions of Structure: Length 29 ft. , Width 2 ft. , Height 2 ft.
Perch Height: 0.5 ft.
Structure Inlet
Water Depth: 1 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 2.8 ft./sec.
Structure Outlet
Water Depth: 0.75 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 5.5 ft./sec.
*Water Velocities were measured 0.6 ft. below Surface (with Meter)
Additional Comments
Culvert installed within the past week
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 17.5 ft. , Width 17 ft. , Depth 0.7 ft.
Upstream Pond: Length 10.5 ft. , Width 6 ft. , Depth 1.1 ft.
Riffle Information
Water Depth: 0.8 ft.
Bankfull Width: 9.5 ft.
Wetted Width: 8.1 ft.
Water Velocity: 1.3 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Gravel County Road
Road Condition: Fair
Road Width at Culvert: 21.4 ft.
Location of Low Point: Other
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 0.25 ft.
Slope: 1:1.5
Downstream
Fill Depth: 0.3 ft.
Slope: 1:1.5
Approaches
Left Approach
Length: 0 ft.
Slope: Less Than 1%
Vegetation: Partial
LS Factor: 0.05
Erosion: 0 tons/year
Right Approach
Length: 0 ft.
Slope: Less Than 1%
Vegetation: Partial
LS Factor: 0.05
Erosion: 0 tons/year
Erosion Information
Total Erosion at Crossing: 0.0165 tons/year
Extent of Erosion: Minor
Erosion is occurring and corrective actions can be installed to address the problem.
Notes: Road material
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream Embankment
15 ft.
4 ft.
0.5 ft.
yes
Gravelly Loam
0.0075
Right Upstream Embankment
18 ft.
3 ft.
0.5 ft.
yes
Gravelly Loam
0.009
Summary Information
Fish Passability 0
Fish Passage is an area of concern for this site. Stream velocity at outlet, perched culvert