Road Stream Crossing Site GTBAY_MC019

Mitchell Creek Watershed, Mitchell Creek
Townline Rd
East Bay Twp, Grand Traverse County
Information collected by:
Site Location
GPS Coordinates: 44.73010683 , -85.5749769
T27N R10W Sec 18
Owned by Private
Fish Passability 0.9
Total Erosion: 0.1564 tons/year
Severity: Moderate
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: 3
Structure Shape: Ellipse
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Sand
General Conditions: Fair
Multiple Culverts/Spans
Culvert/Span
Width
Length
Height
Material
1
3.4 ft.
46 ft.
2.5 ft.
Metal
2
3.4 ft.
46 ft.
2.5 ft.
Metal
3
3.5 ft.
46 ft.
2.4 ft.
Metal
Structure Interior: corrugated
Dimensions of Structure: Length 46 ft. , Width 3.2 ft. , Height 2.4 ft.
Structure Inlet
Water Depth: 1.1 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.7 ft./sec.
Structure Outlet
Water Depth: 1.4 ft.
Embedded Depth of Structure: 0.2 ft.
Water Velocity*: 0.4 ft./sec.
*Water Velocities were measured 0.7 ft. below Surface (with Meter)
Additional Comments
Structure water depth and velocities recorded for culvert #3
Stream Information
Stream Flow: Less than Bankfull
Riffle Information
Water Depth: 0.8 ft.
Bankfull Width: 35 ft.
Wetted Width: 16 ft.
Water Velocity: 1.3 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved County Road
Road Condition: Poor
Road Width at Culvert: 39 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 0.7 ft.
Slope: Vertical
Downstream
Fill Depth: 1 ft.
Slope: Vertical
Approaches
Left Approach
Length: 75 ft.
Slope: 1% to 5%
Vegetation: Partial
LS Factor: 0.36
Erosion: 0.0348 tons/year
Right Approach
Length: 150 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.4
Erosion: 0.0774 tons/year
Erosion Information
Total Erosion at Crossing: 0.1564 tons/year
Extent of Erosion: Moderate
Erosion is occurring and corrective actions can be installed to address the problem.
Notes: Eroding and undercutting shoulder upstream
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream Embankment
0.7 ft.
2.5 ft.
2.2 ft.
yes
Sandy Loam
0.0103
Right Downstream Embankment
1.5 ft.
2 ft.
0.9 ft.
yes
Sand
0.0104
Right Upstream Embankment
1.4 ft.
1.5 ft.
2.5 ft.
yes
Sandy Loam
0.0235
Summary Information
Fish Passability 0.9
Erosion is an area of concern for this site.
These non-native species were observerd at this site: Purple Clover, Queen Anne's Lace