Road Stream Crossing Site PM_M048

Pere Marquette River Watershed, Black Creek
Johnson Rd
Custer Twp, Mason County
Information collected by:
Site Location
GPS Coordinates: 43.96189 , -86.2156
T18N R16W Sec 10
Owned by Private
Fish Passability 0.9
Total Erosion: 4.8418 tons/year
Severity: Severe
Year Inventoried: 2014
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: Open Bottom Arch
Inlet Type: Headwall
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Sand
General Conditions: New
Structure Interior: corrugated
Dimensions of Structure: Length 60 ft. , Width 14 ft. , Height 6.5 ft.
Structure Inlet
Water Depth: 0.2 ft.
Water Velocity*: 0.6 ft./sec.
Structure Outlet
Water Depth: 1 ft.
Water Velocity*: 0.1 ft./sec.
*Water Velocities were measured at the Surface (with Meter)
Additional Comments
fence across inlet to block cows from culvert
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 30 ft. , Width 15 ft. , Depth 0.8 ft.
Riffle Information
Water Depth: 0.1 ft.
Bankfull Width: 14 ft.
Wetted Width: 8 ft.
Water Velocity: 0.6 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Gravel County Road
Road Condition: Fair
Road Width at Culvert: 20 ft.
Location of Low Point: Other
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 1.5 ft.
Slope: More than 1:2
Downstream
Fill Depth: 2 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 345 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.469
Erosion: 0.8915 tons/year
Right Approach
Length: 450 ft.
Slope: 6% to 10%
Vegetation: Heavy
LS Factor: 1.583
Erosion: 3.9236 tons/year
Erosion Information
Total Erosion at Crossing: 4.8418 tons/year
Extent of Erosion: Moderate
Notes: downstream runs through pasture, erosion caused by cows accessing stream. Large pile of sand on right upstream streambank.
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Downstream Streambank
20 ft.
2 ft.
0.1 ft.
yes
Sandy Loam
0.0134
Right Downstream Streambank
20 ft.
3 ft.
0.1 ft.
yes
Sandy Loam
0.0134
Summary Information
Fish Passability 0.9