Road Stream Crossing Site GTBAY_LEE106

West Bay Shoreline & Tributaries Watershed, Ennis Creek
Ance Rd
Leelanau Twp, Leelanau County
Information collected by:
Site Location
GPS Coordinates: 45.09561782 , -85.61768613
T31N R11W Sec 15
Owned by Private
Fish Passability 0
Perch Height: 1 ft.
Total Erosion: 1.6758 tons/year
Severity: Severe
Year Inventoried: 2020
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: Freefall into Pool
Structure Material: Metal
Structure Substrate: None
General Conditions: Fair
Structure Interior: corrugated
Dimensions of Structure: Length 18.2 ft. , Width 1.4 ft. , Height 1.4 ft.
Perch Height: 1 ft.
Structure Inlet
Water Depth: 0.3 ft.
Embedded Depth of Structure: 0.3 ft.
Water Velocity*: 2.6 ft./sec.
Structure Outlet
Water Depth: 0.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 7.7 ft./sec.
*Water Velocities were measured 0.1 ft. below Surface (with Meter)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 5.2 ft. , Width 8.5 ft. , Depth 1.2 ft.
Riffle Information
Water Depth: 0.2 ft.
Bankfull Width: 9.2 ft.
Wetted Width: 4.5 ft.
Water Velocity: 1.5 ft./sec. (Measured with Meter)
Dominant Substrate: Gravel
Road Information
Gravel Private Road (Seasonal)
Road Condition: Fair
Road Width at Culvert: 9.3 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 1.4 ft.
Slope: Vertical
Downstream
Fill Depth: 2.1 ft.
Slope: Vertical
Approaches
Left Approach
Length: 353 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.471
Erosion: 0.4256 tons/year
Right Approach
Length: 844.8 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.554
Erosion: 1.2001 tons/year
Erosion Information
Total Erosion at Crossing: 1.6758 tons/year
Extent of Erosion: Moderate
Erosion is occurring and corrective actions can be installed to address the problem.
Notes: Could potentially undercut road
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Downstream Embankment
1.3 ft.
3.6 ft.
2.2 ft.
yes
Sandy Loam
0.0192
Right Downstream Embankment
2.3 ft.
4.5 ft.
2 ft.
yes
Sandy Loam
0.0309
Summary Information
Fish Passability 0
Erosion is an area of concern for this site. Potential undercutting of road