Road Stream Crossing Site RIF_OG227

Rifle River Watershed, Tributary of Wilkins Creek
Campbell Rd
Klacking Twp, Ogemaw County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.39697 , -84.14643
T23N R2E Sec 12
Fish Passability 0.9
Structure is NOT Perched
Severity: Moderate
Year Inventoried: 2012
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Pipe Arch
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Sand
General Conditions: Poor
Structure Interior: corrugated
Dimensions of Structure: Length 72 ft. , Width 5.2 ft. , Height 3.3 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.8 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.4 ft./sec.
Structure Outlet
Water Depth: 1.4 ft.
Embedded Depth of Structure: 0.2 ft.
Water Velocity*: 0.4 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 21.2 ft. , Width 12.2 ft. , Depth 2.1 ft.
Upstream Pond: Length 9.8 ft. , Width 18.5 ft. , Depth 0 ft.
Riffle Information
Water Depth: 1.5 ft.
Bankfull Width: 5.4 ft.
Wetted Width: 5 ft.
Water Velocity: 0.6 ft./sec. (Measured with Float Test)
Dominant Substrate: Gravel
Road Information
Paved County Road
Road Condition: Good
Road Width at Culvert: 21 ft.
Location of Low Point: Other
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 3.8 ft.
Slope: 1:2
Downstream
Fill Depth: 4 ft.
Slope: 1:2
Length: 936 ft.
Slope: 6% to 10%
Vegetation: Heavy
Slope: 1% to 5%
Vegetation: Heavy
Erosion Information
Extent of Erosion: Moderate
Erosion is occurring and corrective actions can be installed to address the problem.
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream
5.8 ft.
4.5 ft.
1.9 ft.
no
Sand
0.0849
Left Downstream
21 ft.
5 ft.
1.8 ft.
no
Sand
0.2911
Summary Information
Fish Passability 0.9
A future visit to this site is recommended. bent front end of pipe