Road Stream Crossing Site TW081

Tawas River Watershed, Indian Creek
Old US 23
Wilber Twp, Iosco County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.39347 , -83.47652
T23N R08E Sec 16
Owned by Private
Fish Passability 0
Perch Height: 0.4 ft.
Total Erosion: 8.6689 tons/year
11.5 Upstream Miles
Severity: Severe
Year Inventoried: 2012
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: Ellipse
Inlet Type: Projecting
Outlet Type: Freefall into Pool
Structure Material: Metal
Structure Substrate: None
General Conditions: Fair
Structure Interior: corrugated
Dimensions of Structure: Length 63 ft. , Width 5.8 ft. , Height 4 ft.
Perch Height: 0.4 ft.
Structure Inlet
Water Depth: 1.4 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.2 ft./sec.
Structure Outlet
Water Depth: 1.3 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 4.7 ft./sec.
*Water Velocities were measured at the Surface (with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 45 ft. , Width 30 ft. , Depth 3 ft.
Upstream Pond: Length 12 ft. , Width 10.6 ft. , Depth 1.4 ft.
Riffle Information
Water Depth: 0.7 ft.
Bankfull Width: 16 ft.
Wetted Width: 10 ft.
Water Velocity: 1.2 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved County Road
Road Condition: Fair
Road Width at Culvert: 20 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 4.5 ft.
Slope: More than 1:2
Downstream
Fill Depth: 4.5 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Partial
LS Factor: 0.8
Erosion: 0.5289 tons/year
Right Approach
Length: 0 ft.
Slope: Less Than 1%
Vegetation: Partial
LS Factor: 0.05
Erosion: 0 tons/year
Erosion Information
Total Erosion at Crossing: 8.6689 tons/year
Extent of Erosion: Very Severe
Notes: Downstream erosion of the bank around outside bend of scour pool and major erosion of bank just down from the crossing as well.
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream Streambank
74 ft.
7 ft.
4 ft.
yes
Sand
8.14
Summary Information
Fish Passability 0
11.5 Upstream Miles
Erosion is an area of concern for this site. Major erosion sites at the downstream scour pool and just downstream from crossing
A future visit to this site is recommended. Erosion issues