Road Stream Crossing Site EUP_6337020348
Pine River Watershed, Pine River
W Lone Pine Rd.
Chippewa County
Information collected by:
Superior Watershed Partnership
Site Location
GPS Coordinates: 46.251461185,-84.936760683
T 045NN R 005W Sec 33
Fish Passability: Not a Barrier
Structure is NOT Perched
Total Erosion: 0.36 tons/year
Overall Score: 3
Severity: Minor
Date Inventoried: 4/22/2021
Road Approach - Left
Road Approach - Right
Inlet
Upstream Conditions
Outlet
Downstream Conditions
Representative Reach
Site Sketch
Crossing Information*
Type of Crossing: Culvert(s)
Number of Structures: 1
Structure Shape: Round
Inlet Type: Mitered
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Sand
General Conditions: No deficiencies. New structure or nearly new condition.
Structure Interior: Corrugated
Is Structure Rusted through? No
Dimensions of Structure: Length 69.5 ft. Width 16.5 ft. Height 9 ft.
Percentage Plugged: None or 0%
Percentage Crushed: None or 0%
Structure is NOT Perched
Structure Inlet
Water Depth: 0.9 ft.
Embedded Depth of Structure: 1.3 ft.
Water Velocity*: 1.4 ft./sec.
Structure Outlet
Water Depth: 1.4 ft.
Embedded Depth of Structure: 1.3 ft.
Water Velocity*: 0.5 ft./sec.
*Water Velocities were measured 1.1 ft. below the surface (via Flow Meter).
Additional Comments
Updated by Huron Pines. N. Theisen, L. Schmock
Stream Information
Stream Flow: < 1/2 Bankfull – The stream channel is less than half filled with water.
Stream Flow Type: Perennial (if flowing during the time of assessment.)
Is Scour Pool Present? No
Is Upstream Ponding Present? No
Riffle Information
Water Depth: 1.4 ft.
Bankfull Width: 16 ft.
Wetted Width: 12 ft.
Water Velocity: 0.7 ft./sec. (measured via Flow Meter)
Dominant Substrate: Sand – particles are smaller than a pinhead and feel gritty between fingers
Road Information
Road Surface: Paved
Owner: Federal
Road Condition: Impassible, Significant damage to road surface at crossing.
Road Core Integrity: Good (no symptoms of lack of integrity)
Road Width at Culvert: 25.5 ft.
Location of Low Point: Other
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 2.6 ft.
Slope: Gentle, 3:1, 15°, or 33%
Downstream
Fill Depth: 3.7 ft.
Slope: Gentle, 3:1, 15°, or 33%
Approaches
Left Approach
Length: 490 ft.
Slope: 1-5%
Vegetation: Partial, Ditch has some vegetation and some bare, eroding places.
Erosion Estimate: 0.26 tons/year
Right Approach
Length: 230 ft.
Slope: 1-5%
Vegetation: Partial, Ditch has some vegetation and some bare, eroding places.
Erosion Estimate: 0.1 tons/year
Erosion Information
Estimate of Total Erosion at Crossing: 0.36 tons/year
Summary Information
Fish Passability: Not a Barrier
Is a future visit to this site recommended? No
Were any non-native species observerd at this site? Yes, Knapp weed. Mullein.
*These data are maintained in the Michigan DNR Road Stream Crossing Inventory.