Road Stream Crossing Site AUS_OS112
Au Sable River Watershed, Honeywell Creek
Kittle Rd
Elmer Twp,
Oscoda County
Information collected by:
Site Location
GPS Coordinates: 44.69593
, -84.17734
T27N
R02E
Sec 27,34
Owned by Private
Fish Passability 0
Structure is NOT Perched
Total Erosion: 1.319 tons/year
Severity: Severe
Year Inventoried: 2013
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: Ellipse
Inlet Type: Mitered
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Sand
General Conditions: Good
Structure Interior: corrugated
Dimensions of Structure: Length 88 ft.
, Width 10 ft.
, Height 5 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.75 ft.
Embedded Depth of Structure: 1 ft.
Water Velocity*: 0.75 ft./sec.
Structure Outlet
Water Depth: 1 ft.
Embedded Depth of Structure: 1 ft.
Water Velocity*: 0.3 ft./sec.
*Water Velocities were measured at the Surface
(with Float Test)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 16 ft.
, Width 14 ft.
, Depth 18 ft.
Upstream Pond: Length 9 ft.
, Width 8 ft.
Riffle Information
Water Depth: 9 ft.
Bankfull Width: 6 ft.
Wetted Width: 4 ft.
Water Velocity: 0.7 ft./sec.
(Measured with Float Test)
Dominant Substrate: Gravel
Road Information
Paved
County Road
Road Condition: Good
Road Width at Culvert: 35 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 6 ft.
Slope: More than 1:2
Downstream
Fill Depth: 8 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.57
Erosion: 0.6595 tons/year
Right Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.57
Erosion: 0.6595 tons/year
Erosion Information
Total Erosion at Crossing: 1.319 tons/year
Summary Information
Fish Passability 0
These non-native species were observerd at this site: Spotted Knapweed