Road Stream Crossing Site PM_M086
Pere Marquette River Watershed, Swan Creek subwatershed
Scottville Rd
Riverton Twp,
Mason County
Information collected by:
Site Location
GPS Coordinates: 43.86021
, -86.27831
T17N
R17W
Sec 24
Owned by Private
Fish Passability 0
Perch Height: 0.5 ft.
Total Erosion: 0.3495 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: 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 50 ft.
, Width 1.25 ft.
, Height 1.25 ft.
Perch Height: 0.5 ft.
Water Depth: 0 ft.
Water Velocity*: 0 ft./sec.
Water Depth: 0 ft.
Water Velocity*: 0 ft./sec.
*Water Velocities were measured at the Surface
(with Meter)
Stream Information
Stream Flow: None
Riffle Information
Water Depth: 0 ft.
Water Velocity: 0 ft./sec.
Road Information
Paved
County Road
Road Condition: Good
Road Width at Culvert: 26 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 2 ft.
Slope: 1:2
Downstream
Fill Depth: 2 ft.
Slope: 1:2
Approaches
Left Approach
Length: 210 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.432
Erosion: 0.078 tons/year
Right Approach
Length: 600 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.52
Erosion: 0.2682 tons/year
Erosion Information
Total Erosion at Crossing: 0.3495 tons/year
Extent of Erosion: Minor
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. |
0.3 ft. |
yes |
Loam |
0.0013 |
Left Downstream Embankment |
8 ft. |
1 ft. |
0.3 ft. |
yes |
Loam |
0.0021 |
Summary Information
Fish Passability 0