Road Stream Crossing Site CRW_011
		Cedar River Watershed, North Branch Cedar River
	
	Bard Rd
	
		Sage Twp, 
		Gladwin County
	
Information collected by:
	
	
	
Site Location
	GPS Coordinates: 44.03785
		, -84.585667
		
		T19N 
		R2W 
		Sec 18
		
	Owned by Private
		Fish Passability 0.5
		Structure is NOT Perched
		
		Total Erosion: 0.9529 tons/year
		
		Severity: Moderate
		Year Inventoried: 2018
	Crossing Information
	Type of Crossing: culvert(s)
		Number of Structures: 2
		Structure Shape: Ellipse
		Inlet Type: Projecting
		Outlet Type: At Stream Grade
		Structure Material: Metal
		Structure Substrate: Mixture
		General Conditions: Good
	| Multiple Culverts/Spans | ||||
| Culvert/Span | Width | Length | Height | Material | 
| 1 | 12 ft. | 85 ft. | 8 ft. | Metal | 
| 2 | 12 ft. | 85 ft. | 8 ft. | Metal | 
Structure Interior: corrugated
	
	Dimensions of Structure: Length 85 ft.
		, Width 12 ft.
		, Height 8 ft.
	
	
	Percentage Plugged: 
		Inlet: 0% 
		Outlet: 0% 
		In Pipe: 0%
	
	
	Percentage Crushed: 
		Inlet: 0% 
		Outlet: 0% 
		In Pipe: 0%
	
	
	Structure is NOT Perched
	
Structure Inlet
		Water Depth: 0.8 ft.
		Embedded Depth of Structure: 0.8 ft.
		Water Velocity*: 2.5 ft./sec.
		Structure Outlet
		Water Depth: 1 ft.
		Embedded Depth of Structure: 0.8 ft.
		Water Velocity*: 2 ft./sec.
		
	*Water Velocities were measured 0.5 ft. below Surface
	
	 (with Meter)
Additional Comments
Lat:  44-02.271  Long 84-35.140
Stream Information
	Stream Flow: Less than 1/2 Bankfull
	
	Scour Pool: Length 10 ft.
		, Width 5 ft.
		, Depth 5 ft.
	
	Upstream Pond: Length 0 ft.
		, Width 0 ft.
		, Depth 0 ft.
	
Riffle Information
Water Depth: 1 ft.
	Bankfull Width: 21 ft.
	Wetted Width: 18 ft.
	Water Velocity: 2.5 ft./sec.
	 (Measured with Meter)
	
	Dominant Substrate: Gravel
Road Information
	
	Paved 
	County Road
	
	
	
	Road Condition: Good
	Road Width at Culvert: 30 ft.
	
	Location of Low Point: Other
	Runoff Path: Ditch
Embankments
		Upstream
		Fill Depth: 9 ft.
		Slope: 1:2
		Downstream
		Fill Depth: 9 ft.
		Slope: 1:2
		Approaches
		Left Approach
		Length: 785 ft.
		 Slope: 1% to 5%
		Vegetation: Heavy
		LS Factor: 0.548
		Erosion: 0.4264 tons/year
		Right Approach
		Length: 941 ft.
		Slope: 1% to 5%
		Vegetation: Heavy
		LS Factor: 0.564
		Erosion: 0.5264 tons/year
		Erosion Information
	Total Erosion at Crossing: 0.9529 tons/year
	Extent of Erosion: Minor
	
	
Summary Information
	Fish Passability 0.5
	
	
	
	
	
	






