Road Stream Crossing Site AUS_CR078

Au Sable River Watershed, Tributary of Au Sable River
Connor's Flats Rd
South Branch Twp, Crawford County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.67144 , -84.4121
T26N R01W Sec 3
Owned by Private
Fish Passability 0
Perch Height: 1.3 ft.
Total Erosion: 6.8758 tons/year
Severity: Severe
Year Inventoried: 2013
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Round
Inlet Type: Apron
Outlet Type: Freefall onto Riprap
Structure Material: Metal
Structure Substrate: None
General Conditions: Good
Structure Interior: corrugated
Dimensions of Structure: Length 40.7 ft. , Width 2.5 ft. , Height 2.5 ft.
Perch Height: 1.3 ft.
Structure Inlet
Water Depth: 0.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 4 ft./sec.
Structure Outlet
Water Depth: 0.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 2.5 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than 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: 0.2 ft.
Bankfull Width: 9 ft.
Wetted Width: 3 ft.
Water Velocity: 1.34 ft./sec. (Measured with Float Test)
Dominant Substrate: Gravel
Road Information
Gravel County Road
Road Condition: Good
Road Width at Culvert: 24 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 3.5 ft.
Slope: 1:2
Downstream
Fill Depth: 4 ft.
Slope: 1:1.5
Approaches
Left Approach
Length: 377 ft.
Slope: 1% to 5%
Vegetation: Partial
LS Factor: 0.589
Erosion: 1.4669 tons/year
Right Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Partial
LS Factor: 0.8
Erosion: 5.2893 tons/year
Erosion Information
Total Erosion at Crossing: 6.8758 tons/year
Extent of Erosion: Moderate
Notes: Erosion from grading
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Ditch
25 ft.
5.5 ft.
0.5 ft.
no
Sand
0.0963
Left Upstream
5.2 ft.
23 ft.
0.3 ft.
no
Gravel
0.0109
Left Downstream
8.9 ft.
12 ft.
0.2 ft.
yes
Gravel
0.0125
Summary Information
Fish Passability 0
Fish Passage is an area of concern for this site. Perched outlet and fast water velocities. No substrate in culvert.
A future visit to this site is recommended. Account for perched outlet and realignment to decrease water velocities in culvert.
These non-native species were observerd at this site: Autumn Olive, Burdock