Road Stream Crossing Site BSAB_BS40

Big Sable River Watershed, Big Sable River
Schoenherr Rd
Meade Twp, Mason County
Information collected by:
Site Location
GPS Coordinates: 44.12077 , -86.15982
T20N R15W Sec 18
Owned by Private
Fish Passability 0.5
Structure is NOT Perched
Total Erosion: 2.4704 tons/year
Severity: Severe
Year Inventoried: 2011
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 2
Structure Shape: Pipe Arch
Inlet Type: Mitered
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Mixture
General Conditions: Good
Multiple Culverts/Spans
Culvert/Span
Width
Length
Height
Material
1
14.5 ft.
70 ft.
9 ft.
Metal
2
14.5 ft.
70 ft.
9 ft.
Metal
Structure Interior: corrugated
Dimensions of Structure: Length 70 ft. , Width 14.5 ft. , Height 9 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 1.98 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 2.5 ft./sec.
Structure Outlet
Water Depth: 2.39 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.9 ft./sec.
*Water Velocities were measured 1.19 ft. below Surface (with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 60 ft. , Width 50 ft. , Depth 4 ft.
Riffle Information
Water Depth: 1.46 ft.
Bankfull Width: 39.1 ft.
Wetted Width: 34.9 ft.
Water Velocity: 1.9 ft./sec. (Measured with Meter)
Dominant Substrate: Gravel
Road Information
Paved County Road
Road Condition: Good
Road Width at Culvert: 25 ft.
Location of Low Point: Other
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 6.8 ft.
Slope: Vertical
Downstream
Fill Depth: 7.7 ft.
Slope: Vertical
Approaches
Left Approach
Length: 1000 ft.
Slope: 6% to 10%
Vegetation: Heavy
LS Factor: 2.05
Erosion: 1.6942 tons/year
Right Approach
Length: 245 ft.
Slope: Less Than 1%
Vegetation: Heavy
LS Factor: 0.05
Erosion: 0.0101 tons/year
Erosion Information
Total Erosion at Crossing: 2.4704 tons/year
Extent of Erosion: Moderate
Erosion is occurring and corrective actions can be installed to address the problem.
Notes: Foot traffic in combination with road runoff is causing moderate streambank erosion. Scour pool erosion is also present.
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Downstream Streambank
38 ft.
4 ft.
3 ft.
yes
Sandy Loam
0.7661
Summary Information
Fish Passability 0.5