Road Stream Crossing Site RIF_AR16

Rifle River Watershed, Townline Creek
Knight Rd
Clayton Twp, Arenac County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.0984 , -83.9369
T20N R4E Sec 25
Fish Passability 0.5
Structure is NOT Perched
Total Erosion: 6.4705 tons/year
Severity: Severe
Year Inventoried: 2012
Inlet
Outlet
Upstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Pipe Arch
Inlet Type: Headwall
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: None
General Conditions: Poor
Structure Interior: corrugated
Dimensions of Structure: Length 35 ft. , Width 7.2 ft. , Height 4.8 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.9 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1 ft./sec.
Structure Outlet
Water Depth: 0.6 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.5 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 21 ft. , Width 10.5 ft. , Depth 1.3 ft.
Upstream Pond: Length 29 ft. , Width 14.8 ft. , Depth 0 ft.
Riffle Information
Water Depth: 0.5 ft.
Bankfull Width: 7.8 ft.
Wetted Width: 6.4 ft.
Water Velocity: 1.5 ft./sec. (Measured with Float Test)
Dominant Substrate: Sand
Road Information
Gravel County Road
Road Condition: Poor
Road Width at Culvert: 17 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 12 ft.
Slope: Vertical
Downstream
Fill Depth: 12 ft.
Slope: Vertical
Approaches
Left Approach
Length: 330 ft.
Slope: 6% to 10%
Vegetation: Heavy
LS Factor: 1.439
Erosion: 2.2239 tons/year
Right Approach
Length: 540 ft.
Slope: 6% to 10%
Vegetation: Heavy
LS Factor: 1.677
Erosion: 4.241 tons/year
Erosion Information
Total Erosion at Crossing: 6.4705 tons/year
Extent of Erosion: Minor
Notes: from foot traffic
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream
25 ft.
1.5 ft.
0.1 ft.
no
Sand
0.0028
Left Downstream
25 ft.
1.5 ft.
0.1 ft.
no
Sand
0.0028
Summary Information
Fish Passability 0.5
Fish Passage is an area of concern for this site. downstream rocks are making a waterfall
A future visit to this site is recommended. pipe is smashed and fish passage issuse