Road Stream Crossing Site TBW_TBPI188
Thunder Bay River Watershed, Quinn Creek
Rogers Road
Metz Twp,
Presque Isle County
Information collected by:
Site Location
GPS Coordinates: 45.24006
, -83.82062
T33N
R5E
Sec 22
Owned by Private
Structure is NOT Perched
Total Erosion: 0 tons/year
Severity: Minor
Year Inventoried: 2017
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 3
Structure Shape: Round
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Rock
General Conditions: Good
Multiple Culverts/Spans | ||||
Culvert/Span | Width | Length | Height | Material |
1 |
7 ft. |
42 ft. |
7 ft. |
Metal |
2 |
7 ft. |
42 ft. |
7 ft. |
Metal |
3 |
7 ft. |
42 ft. |
7 ft. |
Metal |
Dimensions of Structure: Length 42 ft.
, Width 7 ft.
, Height 7 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.65 ft.
Embedded Depth of Structure: 0.6 ft.
Water Velocity*: 0.3 ft./sec.
Structure Outlet
Water Depth: 0.9 ft.
Embedded Depth of Structure: 0.8 ft.
Water Velocity*: 0.5 ft./sec.
*Water Velocities were measured 0.4 ft. below Surface
(with Meter)
Additional Comments
CULVERT 3 IS MAIN FLOW/RIFFLE NOT SAFELY ACCESSIBLE
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 40 ft.
, Width 30 ft.
, Depth 4 ft.
Road Information
Gravel
County Road
Road Condition: Fair
Road Width at Culvert: 19 ft.
Location of Low Point: Other
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 2.3 ft.
Slope: 1:1
Downstream
Fill Depth: 2.2 ft.
Slope: 1:1
Approaches
Left Approach
Length: 0 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.26
Erosion: 0 tons/year
Right Approach
Length: 0 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.26
Erosion: 0 tons/year
Erosion Information
Total Erosion at Crossing: 0 tons/year
Extent of Erosion: Minor
Erosion is occurring and corrective actions can be installed to address the problem.
Summary Information
These non-native species were observerd at this site: Queen Anne's Lace