Road Stream Crossing Site PM_M135

Pere Marquette River Watershed, Pere Marquette tributary
Chauvez Rd
Riverton Twp, Mason County
Information collected by:
Site Location
GPS Coordinates: 43.90557 , -86.37214
T18N R17W Sec 32
Owned by Private
Fish Passability 0.5
Total Erosion: 0.4546 tons/year
Severity: Moderate
Year Inventoried: 2014
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Erosion
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: Good
Structure Interior: corrugated
Dimensions of Structure: Length 65 ft. , Width 5.5 ft. , Height 5.5 ft.
Structure Inlet
Water Depth: 0.25 ft.
Water Velocity*: 0.7 ft./sec.
Structure Outlet
Water Depth: 0.1 ft.
Embedded Depth of Structure: 0.1 ft.
Water Velocity*: 0.6 ft./sec.
*Water Velocities were measured at the Surface (with Meter)
Additional Comments
car gas tank in culvert tires in stream
Stream Information
Stream Flow: Less than 1/2 Bankfull
Riffle Information
Water Depth: 0.1 ft.
Bankfull Width: 8 ft.
Wetted Width: 6 ft.
Water Velocity: 0.7 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved County Road
Road Condition: Good
Road Width at Culvert: 23 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 8 ft.
Slope: 1:1.5
Downstream
Fill Depth: 10 ft.
Slope: 1:1.5
Approaches
Left Approach
Length: 600 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.52
Erosion: 0.2372 tons/year
Right Approach
Length: 180 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.418
Erosion: 0.0572 tons/year
Erosion Information
Total Erosion at Crossing: 0.4546 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 Upstream Embankment
5 ft.
1 ft.
1 ft.
yes
Loam
0.0308
Right Upstream Embankment
5 ft.
7 ft.
2 ft.
yes
Loam
0.0616
Left Downstream Embankment
5 ft.
1 ft.
1 ft.
yes
Loam
0.0308
Right Downstream Embankment
6 ft.
3 ft.
1 ft.
yes
Loam
0.037
Summary Information
Fish Passability 0.5