Road Stream Crossing Site TBW_TBAC96

Thunder Bay River Watershed, Little Wolf Creek
Welch Road
Mitchell Twp, Alcona County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.72344 , -83.80762
T27N R5E Sec 14
Owned by Private
Fish Passability 0.5
Structure is NOT Perched
Total Erosion: 15.2547 tons/year
Severity: Severe
Year Inventoried: 2017
Site ID
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Round
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: None
General Conditions: Fair
Structure Interior: corrugated
Dimensions of Structure: Length 66 ft. , Width 5 ft. , Height 5 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 1.8 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.3 ft./sec.
Structure Outlet
Water Depth: 2.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.6 ft./sec.
*Water Velocities were measured 0.4 ft. below Surface (with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 35 ft. , Width 35 ft. , Depth 6.2 ft.
Riffle Information
Water Depth: 1.3 ft.
Bankfull Width: 14 ft.
Wetted Width: 11 ft.
Water Velocity: 1.1 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Gravel County Road
Road Condition: Poor
Road Width at Culvert: 26 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 8 ft.
Slope: 1:2
Downstream
Fill Depth: 5.8 ft.
Slope: 1:2
Approaches
Left Approach
Length: 633 ft.
Slope: 6% to 10%
Vegetation: Heavy
LS Factor: 1.768
Erosion: 8.0161 tons/year
Right Approach
Length: 550 ft.
Slope: 6% to 10%
Vegetation: Heavy
LS Factor: 1.688
Erosion: 6.6477 tons/year
Erosion Information
Total Erosion at Crossing: 15.2547 tons/year
Extent of Erosion: Moderate
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Approach
600 ft.
0.5 ft.
0.1 ft.
yes
Gravelly Loam
0.42
Right Approach
200 ft.
0.5 ft.
0.1 ft.
no
Gravelly Loam
0.14
Left Downstream Streambank
10 ft.
3 ft.
0.5 ft.
yes
Loam
0.0308
Summary Information
Fish Passability 0.5
Erosion is an area of concern for this site. EROSION AND SCOUR POOL.
A future visit to this site is recommended. CULVERT LOOKS LIKE IT NEEDED TO BE PUT IN AT AN ANGLE AND IT IS PERPENDICULAR TO THE ROAD.
These non-native species were observerd at this site: Spotted Knapweed