Road Stream Crossing Site TBW_TBAPI217

Thunder Bay River Watershed, Quinn Creek
WILK Hwy
Metz Twp, Presque Isle County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 45.24567 , -83.84783
T33N R5E Sec 17
Owned by Private
Structure is NOT Perched
Total Erosion: 3.0343 tons/year
Severity: Severe
Year Inventoried: 2017
Site ID
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: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Mixture
General Conditions: Poor
Multiple Culverts/Spans
Culvert/Span
Width
Length
Height
Material
1
7 ft.
24 ft.
5 ft.
Metal
2
7 ft.
24 ft.
5 ft.
Metal
Structure Interior: corrugated
Structure is Rusted through
Dimensions of Structure: Length 24 ft. , Width 7 ft. , Height 5 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 2.7 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.1 ft./sec.
Structure Outlet
Water Depth: 2.5 ft.
Embedded Depth of Structure: 0.1 ft.
Water Velocity*: 0.1 ft./sec.
*Water Velocities were measured at the Surface (with Meter)
Additional Comments
CULVERT #2 IS MAIN FLOW, RIFFLE NOT SAFE TO ACCESS
Stream Information
Stream Flow: Bankfull
Scour Pool: Length 20 ft. , Width 35 ft. , Depth 4 ft.
Upstream Pond: Length 15 ft. , Width 15 ft. , Depth 4 ft.
Road Information
Gravel County Road
Road Condition: Fair
Road Width at Culvert: 19 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 1.4 ft.
Slope: Vertical
Downstream
Fill Depth: 1 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.57
Erosion: 2.9835 tons/year
Right Approach
Length: 30 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.298
Erosion: 0.0468 tons/year
Erosion Information
Total Erosion at Crossing: 3.0343 tons/year
Extent of Erosion: Minor
Erosion is occurring and corrective actions can be installed to address the problem.
Notes: EROSION OCCURING NEXT TO CULVERT #1
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Downstream Embankment
4 ft.
2 ft.
1 ft.
yes
Gravel
0.004
Summary Information
A future visit to this site is recommended. AGE OF STRUCTURE
These non-native species were observerd at this site: Queen Anne's Lace, Spotted Knapweed, and Reed Canary Grass