Road Stream Crossing Site Mu-034
Muskegon River Watershed, Hersey River
210th Ave
Richmond Twp,
Osceola County
Information collected by:
Site Location
GPS Coordinates: 43.87542
, -85.50339
T17N
R10W
Sec 9
Owned by Private
Structure is NOT Perched
Total Erosion: 0.0179 tons/year
Severity: Minor
Year Inventoried: 2014
Site ID
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: Bridge
Structure Shape: Open Bottom Square/Rectangle
Inlet Type: Other
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: Mixture
General Conditions: Good
Multiple Culverts/Spans | ||||
Culvert/Span | Width | Length | Height | Material |
1 |
44 ft. |
38 ft. |
16.3 ft. |
Concrete |
2 |
44 ft. |
38 ft. |
16.3 ft. |
Concrete |
Structure Interior: smooth
Dimensions of Structure: Length 38 ft.
, Width 88 ft.
, Height 16.3 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 4 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1 ft./sec.
Structure Outlet
Water Depth: 5.1 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.9 ft./sec.
*Water Velocities were measured 2 ft. below Surface
(with Meter)
Stream Information
Stream Flow: Less than Bankfull
Riffle Information
Water Depth: 1.6 ft.
Bankfull Width: 46 ft.
Wetted Width: 43 ft.
Water Velocity: 1.1 ft./sec.
(Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved
County Road
Road Condition: Fair
Road Width at Culvert: 36 ft.
Location of Low Point: Other
Runoff Path: Roadway
Fill Depth: 0 ft.
Slope: Vertical
Fill Depth: 0 ft.
Slope: Vertical
Approaches
Left Approach
Length: 0 ft.
Slope: Less Than 1%
Vegetation: Heavy
LS Factor: 0.05
Erosion: 0 tons/year
Right Approach
Length: 300 ft.
Slope: Less Than 1%
Vegetation: Heavy
LS Factor: 0.05
Erosion: 0.0179 tons/year
Erosion Information
Total Erosion at Crossing: 0.0179 tons/year
Extent of Erosion: Moderate
Summary Information
Erosion is an area of concern for this site.