Road Stream Crossing Site LIN_CRA028

Lincoln River Watershed, North Branch Lincoln River
W Victory Dr
Victory Twp, Mason County
Information collected by:
Site Location
GPS Coordinates: 44.034837 , -86.335979
T19N R17W Sec 22
Owned by Private
Fish Passability 0
Perch Height: 0.6 ft.
Total Erosion: 3.0671 tons/year
Severity: Severe
Year Inventoried: 2019
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: Round
Inlet Type: Headwall
Outlet Type: Freefall into Pool
Structure Material: Metal
Structure Substrate: None
General Conditions: Fair
Structure Interior: corrugated
Dimensions of Structure: Length 25 ft. , Width 4 ft. , Height 3 ft.
Perch Height: 0.6 ft.
Structure Inlet
Water Depth: 0.5 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 2.6 ft./sec.
Structure Outlet
Water Depth: 0.3 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 4.4 ft./sec.
*Water Velocities were measured 0.2 ft. below Surface (with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 10 ft. , Width 10 ft. , Depth 1.6 ft.
Upstream Pond: Length 0 ft. , Depth 0 ft.
Riffle Information
Water Depth: 0.7 ft.
Bankfull Width: 11 ft.
Wetted Width: 9 ft.
Water Velocity: 1 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Gravel County Road
Road Condition: Good
Road Width at Culvert: 22 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 1.8 ft.
Slope: Vertical
Downstream
Fill Depth: 1.5 ft.
Slope: Vertical
Approaches
Left Approach
Length: 500 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.5
Erosion: 1.5152 tons/year
Right Approach
Length: 500 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.5
Erosion: 1.5152 tons/year
Erosion Information
Total Erosion at Crossing: 3.0671 tons/year
Extent of Erosion: Moderate
Notes: Undermining at perched outlet
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream Embankment
5 ft.
6 ft.
0.5 ft.
yes
Sand
0.0193
Left Downstream Embankment
5 ft.
6 ft.
0.5 ft.
yes
Gravel
0.0175
Summary Information
Fish Passability 0
Fish Passage is an area of concern for this site. Perched culvert, border of scour pool creating obstruction banks
These non-native species were observerd at this site: Thistle and Garlic Mustard