Road Stream Crossing Site P072
		Pine River Watershed, Tributary to East Branch Pine River
	
	20 Mile Rd
	
		Burdell Twp, 
		Osceola County
	
Information collected by:
	
	
	
	
	
	
Site Location
	GPS Coordinates: 44.10308
		, -85.49552
		
		T20N 
		R10W 
		Sec 22
		
	Owned by Private
		Fish Passability 1
		Structure is NOT Perched
		
		Total Erosion: 0.1985 tons/year
		
		Severity: Minor
		Year Inventoried: 2014
	Crossing Information
	Type of Crossing: culvert(s)
		Number of Structures: 1
		Structure Shape: Round
		Inlet Type: Projecting
		Outlet Type: At Stream Grade
		Structure Material: Concrete
		Structure Substrate: Sand
		General Conditions: Poor
	Structure Interior: smooth
	
	Dimensions of Structure: Length 65 ft.
		, Width 3 ft.
		, Height 3 ft.
	
	
	
		
		
		
	
	
	Percentage Crushed: 
		Inlet: 1% to 25% 
		Outlet: 1% to 25% 
		In Pipe: 0%
	
	
	Structure is NOT Perched
	
Structure Inlet
		Water Depth: 1.4 ft.
		Embedded Depth of Structure: 0.8 ft.
		Water Velocity*: 0.3 ft./sec.
		Structure Outlet
		Water Depth: 0.4 ft.
		Embedded Depth of Structure: 1.8 ft.
		Water Velocity*: 0.1 ft./sec.
		
	*Water Velocities were measured 1 ft. below Surface
	
	 (with Meter)
Additional Comments
Broken culvert section on Inlet and outlet
Stream Information
	Stream Flow: Less than Bankfull
	
	Scour Pool: Length 0 ft.
		, Width 0 ft.
		, Depth 0 ft.
	
	Upstream Pond: Length 0 ft.
		, Width 0 ft.
		, Depth 0 ft.
	
Riffle Information
Water Depth: 0.4 ft.
	Bankfull Width: 3 ft.
	Wetted Width: 2.3 ft.
	Water Velocity: 0.5 ft./sec.
	 (Measured with Meter)
	
	Dominant Substrate: Sand
Road Information
	
	Paved 
	County Road
	
	
	
	Road Condition: Good
	Road Width at Culvert: 28 ft.
	
	Location of Low Point: At Stream
	Runoff Path: Ditch
Embankments
		Upstream
		Fill Depth: 2.5 ft.
		Slope: More than 1:2
		Downstream
		Fill Depth: 2.8 ft.
		Slope: More than 1:2
		Approaches
		Left Approach
		Length: 450 ft.
		 Slope: Less Than 1%
		Vegetation: Heavy
		LS Factor: 0.05
		Erosion: 0.0208 tons/year
		Right Approach
		Length: 400 ft.
		Slope: 1% to 5%
		Vegetation: Heavy
		LS Factor: 0.48
		Erosion: 0.1777 tons/year
		Erosion Information
	Total Erosion at Crossing: 0.1985 tons/year
	
	
	
Summary Information
	Fish Passability 1
	
	
	
	
	
	








