Road Stream Crossing Site AUS_OS187
Au Sable River Watershed, Cherry Creek
East Miller Rd
Comins Twp,
Oscoda County
Information collected by:

Site Location
GPS Coordinates: 44.70677
, -84.13029
T27N
R03E
Sec 25,30
Owned by Private
Fish Passability 0.5
Structure is NOT Perched
Total Erosion: 0.8479 tons/year
Severity: Moderate
Year Inventoried: 2012
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Round
Inlet Type: Wingwall 10-30 Degree
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: None
General Conditions: Good
Structure Interior: smooth
Dimensions of Structure: Length 115.5 ft.
, Width 4.8 ft.
, Height 4.8 ft.
Structure is NOT Perched
Water Depth: 0 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0 ft./sec.
Structure Outlet
Water Depth: 0.3 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0 ft./sec.
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Upstream Pond: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Riffle Information
Water Depth: 0 ft.
Bankfull Width: 0 ft.
Wetted Width: 0 ft.
Water Velocity: 0 ft./sec.
(Measured with Meter)
Road Information
Paved
State Road
Road Condition: Good
Road Width at Culvert: 45 ft.
Location of Low Point: Other
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 5.5 ft.
Slope: More than 1:2
Downstream
Fill Depth: 5.8 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 0 ft.
Slope: Less Than 1%
Vegetation: Heavy
LS Factor: 0.05
Erosion: 0 tons/year
Right Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.57
Erosion: 0.8479 tons/year
Erosion Information
Total Erosion at Crossing: 0.8479 tons/year
Summary Information
Fish Passability 0.5
A future visit to this site is recommended. To see if there is water in the stream at other times such that the long length of the culvert would be a barrier to fish passage.
These non-native species were observerd at this site: Mullein






