Road Stream Crossing Site CLHW_LBR-020

Little Black River Watershed, South Branch Little Black River
W Court St
Beaugrand Twp, Cheboygan County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 45.64372 , -84.49652
T38N R2W Sec 36
Owned by Private
Fish Passability 0.9
Structure is NOT Perched
Total Erosion: 0.4136 tons/year
Severity: Minor
Year Inventoried: 2016
Site ID
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 2
Structure Shape: Pipe Arch
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Mixture
General Conditions: Fair
Multiple Culverts/Spans
Culvert/Span
Width
Length
Height
Material
1
9 ft.
57 ft.
5.3 ft.
Metal
2
9 ft.
53.5 ft.
6.3 ft.
Metal
Structure Interior: corrugated
Dimensions of Structure: Length 53.5 ft. , Width 9 ft. , Height 6.3 ft.
Percentage Plugged: Inlet: 26% to 50% Outlet: 0% In Pipe: 0%
Percentage Crushed: Inlet: 1% to 25% Outlet: 0% In Pipe: 0%
Structure is NOT Perched
Structure Inlet
Water Depth: 1.2 ft.
Embedded Depth of Structure: 0.3 ft.
Water Velocity*: 1.5 ft./sec.
Structure Outlet
Water Depth: 0.7 ft.
Embedded Depth of Structure: 0.4 ft.
Water Velocity*: 1.5 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 34 ft. , Width 14 ft. , Depth 2.2 ft.
Riffle Information
Water Depth: 2.8 ft.
Bankfull Width: 19 ft.
Wetted Width: 13 ft.
Water Velocity: 1 ft./sec. (Measured with Float Test)
Dominant Substrate: Sand
Road Information
Paved County Road
Road Condition: Poor
Road Width at Culvert: 23 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 2.3 ft.
Slope: More than 1:2
Downstream
Fill Depth: 2 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 689 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.533
Erosion: 0.2794 tons/year
Right Approach
Length: 372 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.474
Erosion: 0.1342 tons/year
Erosion Information
Total Erosion at Crossing: 0.4136 tons/year
Summary Information
Fish Passability 0.9