Road Stream Crossing Site AUS_OS009

Au Sable River Watershed, Wright Creek
Farrington Rd
Greenwood Twp, Oscoda County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.78317 , -84.28044
T28N R01E Sec 26
Owned by Private
State
Fish Passability 0.9
Structure is NOT Perched
Total Erosion: 5.6659 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)
Structure Shape: Round
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Gravel
General Conditions: Poor
Structure Interior: corrugated
Dimensions of Structure: Length 18.5 ft. , Width 3.3 ft. , Height 2.3 ft.
Percentage Plugged: Outlet: 1% to 25%
Percentage Crushed: Inlet: 1% to 25%
Structure is NOT Perched
Structure Inlet
Water Depth: 0.3 ft.
Embedded Depth of Structure: 0.1 ft.
Water Velocity*: 1.053 ft./sec.
Structure Outlet
Water Depth: 0.4 ft.
Embedded Depth of Structure: 0.3 ft.
Water Velocity*: 1.19 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than Bankfull
Upstream Pond: Length 13 ft. , Width 12.3 ft. , Depth 1.1 ft.
Riffle Information
Water Depth: 0.4 ft.
Bankfull Width: 14 ft.
Wetted Width: 9 ft.
Water Velocity: 0.5 ft./sec. (Measured with Float Test)
Dominant Substrate: Gravel
Road Information
Gravel County Road
Road Condition: Fair
Road Width at Culvert: 17.9 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 0.2 ft.
Slope: Vertical
Downstream
Fill Depth: 0 ft.
Slope: Vertical
Approaches
Left Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.57
Erosion: 2.8107 tons/year
Right Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.57
Erosion: 2.8107 tons/year
Erosion Information
Total Erosion at Crossing: 5.6659 tons/year
Extent of Erosion: Moderate
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Ditch
2 ft.
2 ft.
1.8 ft.
yes
Sandy Loam
0.0242
Right Downstream
3 ft.
2.5 ft.
1 ft.
yes
Sandy Loam
0.0202
Summary Information
Fish Passability 0.9
A future visit to this site is recommended. To assess erosion/aging culvert
These non-native species were observerd at this site: Spotted Knapweed, Bladder Campeon