Road Stream Crossing Site AUS_CR069
		Au Sable River Watershed, Hickey Creek
	
	Old 144 (County 490)
	
		South Branch Twp, 
		Crawford County
	
Information collected by:
	
	
	
Site Location
	GPS Coordinates: 44.54034
		, -84.46138
		
		T25N 
		R01W 
		Sec 20
		
	Owned by Federal
		Fish Passability 0.9
		Structure is NOT Perched
		
		Total Erosion: 16.1932 tons/year
		
		Severity: Severe
		Year Inventoried: 2013
	Crossing Information
	Type of Crossing: culvert(s)
		Number of Structures: 1
		Structure Shape: Ellipse
		Inlet Type: Projecting
		Outlet Type: At Stream Grade
		Structure Material: Metal
		Structure Substrate: Gravel
		General Conditions: Fair
	Structure Interior: corrugated
	
	Dimensions of Structure: Length 30.2 ft.
		, Width 2.9 ft.
		, Height 1.7 ft.
	
	
	
		
		
		
	
	
	Percentage Crushed: 
		Inlet: 0% 
		Outlet: 0% 
		In Pipe: 1% to 25%
	
	
	Structure is NOT Perched
	
Structure Inlet
		Water Depth: 0.8 ft.
		Embedded Depth of Structure: 0.2 ft.
		Water Velocity*: 0.597 ft./sec.
		Structure Outlet
		Water Depth: 0.8 ft.
		Embedded Depth of Structure: 0.2 ft.
		Water Velocity*: 0.968 ft./sec.
		
	
	*Water Velocities were measured  at the Surface
	 (with Float Test)
Stream Information
	Stream Flow: Less than Bankfull
	
	Scour Pool: Length 2 ft.
		, Width 6.5 ft.
		, Depth 0.8 ft.
	
	Upstream Pond: Length 33 ft.
		, Width 36 ft.
		
	
Riffle Information
Water Depth: 0.7 ft.
	Bankfull Width: 12 ft.
	Wetted Width: 3.2 ft.
	Water Velocity: 1.304 ft./sec.
	 (Measured with Float Test)
	
	Dominant Substrate: Gravel
Road Information
	
	Sand 
	County Road
	
	
	
	Road Condition: Fair
	Road Width at Culvert: 22 ft.
	
	Location of Low Point: At Stream
	Runoff Path: Roadway
Embankments
		Upstream
		Fill Depth: 2 ft.
		Slope: 1:1.5
		Downstream
		Fill Depth: 2 ft.
		Slope: 1:2
		Approaches
		Left Approach
		Length: 1000 ft.
		 Slope: 6% to 10%
		Vegetation: Heavy
		LS Factor: 2.05
		Erosion: 12.4242 tons/year
		Right Approach
		Length: 405 ft.
		Slope: 6% to 10%
		Vegetation: Heavy
		LS Factor: 1.535
		Erosion: 3.7683 tons/year
		Erosion Information
	Total Erosion at Crossing: 16.1932 tons/year
	Extent of Erosion: Minor
	Erosion is occurring and corrective actions can be installed to address the problem.
	Notes: Reduce embankment slope and revegetate to help issue.
| Location of Erosion | Erosion Dimensions | Eroded Material | Material Eroded | Total Erosion | ||
| facing downstream | Length | Width | Depth | Reaching Stream? | (tons/year) | |
| Right Upstream | 2 ft. | 31 ft. | 0.3 ft. | yes | Gravel | 0.0006 | 
Summary Information
	Fish Passability 0.9
	
	
	
	
	A future visit to this site is recommended. Eventually, because culvert is not in the best overall condition
	These non-native species were observerd at this site: Spotted Knapweed
