Road Stream Crossing Site PM_L048

Pere Marquette River Watershed, Middle Branch
Kings Highway
Yates Twp, Lake County
Information collected by:
Site Location
GPS Coordinates: 43.87318 , -85.72374
T17N R12W Sec 10
Owned by Private
Fish Passability 0
Total Erosion: 0.1237 tons/year
Severity: Severe
Year Inventoried: 2014
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: Bridge
Structure Shape: Open Bottom Square/Rectangle
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: Mixture
General Conditions: Good
Dimensions of Structure: Length 20 ft. , Width 36 ft. , Height 6 ft.
Structure Inlet
Water Depth: 0.6 ft.
Water Velocity*: 3.6 ft./sec.
Structure Outlet
Water Depth: 0.9 ft.
Water Velocity*: 2.8 ft./sec.
*Water Velocities were measured 0.5 ft. below Surface (with Meter)
Stream Information
Stream Flow: Less than Bankfull
Riffle Information
Water Depth: 0.7 ft.
Bankfull Width: 24 ft.
Wetted Width: 20 ft.
Water Velocity: 3.5 ft./sec. (Measured with Meter)
Dominant Substrate: Gravel
Road Information
Gravel County Road
Road Condition: Fair
Road Width at Culvert: 20 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Approaches
Left Approach
Length: 30 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.298
Erosion: 0.0493 tons/year
Right Approach
Length: 150 ft.
Slope: Less Than 1%
Vegetation: Heavy
LS Factor: 0.05
Erosion: 0.0413 tons/year
Erosion Information
Total Erosion at Crossing: 0.1237 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
10 ft.
1 ft.
0.5 ft.
yes
Gravelly Loam
0.005
Right Downstream Embankment
10 ft.
1 ft.
0.5 ft.
yes
Gravelly Loam
0.005
Right Approach
150 ft.
1 ft.
0.1 ft.
yes
Sand
0.0165
Left Approach
30 ft.
1 ft.
0.1 ft.
yes
Sand
0.0033
Left Approach
30 ft.
1 ft.
0.1 ft.
yes
Sand
0.0033
Summary Information
Fish Passability 0