Road Stream Crossing Site AUS_OG015

Au Sable River Watershed, Harper's Creek
Heath Rd
Goodar Twp, Ogemaw County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.46524 , -83.89455
T24N R04E Sec 13,24
Owned by Private
Fish Passability 0.5
Structure is NOT Perched
Total Erosion: 0.8827 tons/year
Severity: Moderate
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: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Mixture
General Conditions: Fair
Structure Interior: corrugated
Structure is Rusted through
Dimensions of Structure: Length 52 ft. , Width 6 ft. , Height 4 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.8 ft.
Embedded Depth of Structure: 0.1 ft.
Water Velocity*: 1.2 ft./sec.
Structure Outlet
Water Depth: 0.3 ft.
Embedded Depth of Structure: 0.1 ft.
Water Velocity*: 2.9 ft./sec.
*Water Velocities were measured at the Surface (with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 6 ft. , Width 11 ft. , Depth 0.4 ft.
Upstream Pond: Length 11.5 ft. , Width 10.6 ft. , Depth 1.1 ft.
Riffle Information
Water Depth: 0.9 ft.
Bankfull Width: 8 ft.
Wetted Width: 7.4 ft.
Water Velocity: 1.2 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved County Road
Road Condition: Good
Road Width at Culvert: 30 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 2 ft.
Slope: More than 1:2
Downstream
Fill Depth: 1.4 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 612 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.522
Erosion: 0.3167 tons/year
Right Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.57
Erosion: 0.5653 tons/year
Erosion Information
Total Erosion at Crossing: 0.8827 tons/year
Extent of Erosion: Minor
Erosion is occurring and corrective actions can be installed to address the problem.
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Downstream Ditch
8.5 ft.
1.2 ft.
0.1 ft.
no
Loam
0.0007
Summary Information
Fish Passability 0.5
A future visit to this site is recommended. There is a scour pool and upstream pond.
These non-native species were observerd at this site: Autumn Olive, Spotted Knapweed, Sweet Clover