Road Stream Crossing Site AUS_OS003

Au Sable River Watershed, East Branch Big Creek
Farrington Rd
Greenwood Twp, Oscoda County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.78321 , -84.30444
T28N R01E Sec 27
Owned by State
Fish Passability 0.9
Structure is NOT Perched
Total Erosion: 30.5094 tons/year
Severity: Severe
Year Inventoried: 2013
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Structure Shape: Round
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: None
General Conditions: Fair
Structure Interior: corrugated
Dimensions of Structure: Length 28 ft. , Width 3 ft. , Height 3.2 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 1.9 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.86 ft./sec.
Structure Outlet
Water Depth: 1.8 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.3227 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 20 ft. , Width 14.5 ft. , Depth 2.3 ft.
Riffle Information
Water Depth: 0.9 ft.
Bankfull Width: 16 ft.
Wetted Width: 11 ft.
Water Velocity: 1.961 ft./sec. (Measured with Float Test)
Dominant Substrate: Gravel
Road Information
Gravel County Road
Road Condition: Good
Road Width at Culvert: 18 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 1.5 ft.
Slope: 1:2
Downstream
Fill Depth: 2 ft.
Slope: 1:2
Approaches
Left Approach
Length: 650 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.528
Erosion: 1.7002 tons/year
Right Approach
Length: 1000 ft.
Slope: More Than 10%
Vegetation: Heavy
LS Factor: 5.785
Erosion: 28.686 tons/year
Erosion Information
Total Erosion at Crossing: 30.5094 tons/year
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)
Left Ditch
4 ft.
14 ft.
4 ft.
yes
Sand
0.1232
Summary Information
Fish Passability 0.9
Fish Passage is an area of concern for this site. Culvert has no embedded substrate and alignment issues with culvert could account for scour pool.
A future visit to this site is recommended. To realign culvert, need for gravel substrate?, and to assess erosion on upstream bank.
These non-native species were observerd at this site: Spotted Knapweed, White Sweet Cover, Oxeye Daisy, Mullein