Road Stream Crossing Site P157
Pine River Watershed, Fairchild Creek
25 Rd
Henderson Twp,
Wexford County
Information collected by:
Site Location
GPS Coordinates: 44.18683
, -85.57767
T21N
R11W
Sec 25
Owned by Federal
Private
Private
Fish Passability 0.9
Structure is NOT Perched
Total Erosion: 0.8044 tons/year
Severity: Moderate
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: Pipe Arch
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Mixture
General Conditions: Good
Structure Interior: corrugated
Dimensions of Structure: Length 44 ft.
, Width 5.3 ft.
, Height 3.5 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.8 ft.
Embedded Depth of Structure: 0.2 ft.
Water Velocity*: 0.1 ft./sec.
Structure Outlet
Water Depth: 0.9 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.1 ft./sec.
*Water Velocities were measured 0.4 ft. below Surface
(with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 7 ft.
, Width 10 ft.
, Depth 1.1 ft.
Upstream Pond: Length 11 ft.
, Width 18 ft.
, Depth 1 ft.
Riffle Information
Water Depth: 0.7 ft.
Bankfull Width: 6.5 ft.
Wetted Width: 4.2 ft.
Water Velocity: 0.1 ft./sec.
(Measured with Meter)
Dominant Substrate: Organics
Road Information
Gravel
County Road
Road Condition: Good
Road Width at Culvert: 20 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 0.6 ft.
Slope: More than 1:2
Downstream
Fill Depth: 0.7 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 200 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.43
Erosion: 0.4738 tons/year
Right Approach
Length: 150 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.4
Erosion: 0.3306 tons/year
Erosion Information
Total Erosion at Crossing: 0.8044 tons/year
Summary Information
Fish Passability 0.9