Road Stream Crossing Site AUS_RO009
		Au Sable River Watershed, Tributary of East Creek
	
	North St. Helen Rd
	
		AuSable Twp, 
		Roscommon County
	
Information collected by:
	
	
	
Site Location
	GPS Coordinates: 44.48279
		, -84.41076
		
		T24N 
		R01W 
		Sec 11
		
	Owned by Private
State
		State
Fish Passability 0
		Structure is NOT Perched
		
		Total Erosion: 1.206 tons/year
		
		Severity: Severe
		Year Inventoried: 2013
	Crossing Information
	Type of Crossing: culvert(s)
		Number of Structures: 2
		Structure Shape: Round
		Inlet Type: Projecting
		Outlet Type: At Stream Grade
		Structure Material: Metal
		Structure Substrate: Rock
		General Conditions: Fair
	| Multiple Culverts/Spans | ||||
| Culvert/Span | Width | Length | Height | Material | 
| 2 | 2 ft. | 50 ft. | 2 ft. | Metal | 
Structure Interior: corrugated
	
	Dimensions of Structure: Length 50 ft.
		, Width 2 ft.
		, Height 2 ft.
	
	
	
		
		
		
	
	
	
		
		
		
	
	
	Structure is NOT Perched
	
Structure Inlet
		Water Depth: 1.5 ft.
		Embedded Depth of Structure: 0 ft.
		Water Velocity*: 1.07 ft./sec.
		Structure Outlet
		Water Depth: 0.6 ft.
		Embedded Depth of Structure: 0.3 ft.
		Water Velocity*: 3.33 ft./sec.
		
	
	*Water Velocities were measured  at the Surface
	 (with Float Test)
Additional Comments
Private-west & state-east
Stream Information
	Stream Flow: Less than Bankfull
	
	Scour Pool: Length 24 ft.
		, Width 16 ft.
		, Depth 2.5 ft.
	
	Upstream Pond: Length 19 ft.
		, Width 10 ft.
		
	
Riffle Information
Water Depth: 0.5 ft.
	Bankfull Width: 20 ft.
	Wetted Width: 13 ft.
	Water Velocity: 0.74 ft./sec.
	 (Measured with Float Test)
	
	Dominant Substrate: Sand
Road Information
	
	Paved 
	State Road
	
	
	
	Road Condition: Good
	Road Width at Culvert: 32 ft.
	
	Location of Low Point: At Stream
	Runoff Path: Ditch
Embankments
		Upstream
		Fill Depth: 3.1 ft.
		Slope: 1:2
		Downstream
		Fill Depth: 4 ft.
		Slope: 1:2
		Approaches
		Left Approach
		Length: 1000 ft.
		 Slope: 1% to 5%
		Vegetation: Heavy
		LS Factor: 0.57
		Erosion: 0.603 tons/year
		Right Approach
		Length: 1000 ft.
		Slope: 1% to 5%
		Vegetation: Heavy
		LS Factor: 0.57
		Erosion: 0.603 tons/year
		Erosion Information
	Total Erosion at Crossing: 1.206 tons/year
	Extent of Erosion: Minor
	
	Notes: Wooded embankments installed on both sides of crossing
Summary Information
	Fish Passability 0
	
	
	
	
	A future visit to this site is recommended. Upstream pond and a scour pool are both present. Also to replacec old wooded bank barriers.
	These non-native species were observerd at this site: Spotted Knapweed
