Road Stream Crossing Site RIF_OG211
Rifle River Watershed, Andrews Creek
Reasner Rd
Rose Twp,
Ogemaw County
Information collected by:
Site Location
GPS Coordinates: 44.44201
, -84.08633
T24N
R3E
Sec 28
Fish Passability 0.9
Structure is NOT Perched
Total Erosion: 0.147 tons/year
Severity: Minor
Year Inventoried: 2012
Inlet
Outlet
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 20 ft.
, Width 3 ft.
, Height 3.1 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.8 ft./sec.
Structure Outlet
Water Depth: 0.5 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.1 ft./sec.
*Water Velocities were measured 0.3 ft. below Surface
(with Meter)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 24.6 ft.
, Width 14.9 ft.
, Depth 2.6 ft.
Upstream Pond: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Riffle Information
Water Depth: 0.8 ft.
Bankfull Width: 9.9 ft.
Wetted Width: 7.5 ft.
Water Velocity: 0 ft./sec.
(Measured with Meter)
Dominant Substrate: Sand
Road Information
Gravel
Private Road
Road Condition: Poor
Road Width at Culvert: 10.4 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 0.2 ft.
Slope: Vertical
Downstream
Fill Depth: 2 ft.
Slope: 1:1.5
Approaches
Left Approach
Length: 80 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.364
Erosion: 0.0834 tons/year
Right Approach
Length: 64 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.347
Erosion: 0.0636 tons/year
Erosion Information
Total Erosion at Crossing: 0.147 tons/year
Extent of Erosion: Stabilized
Summary Information
Fish Passability 0.9