Road Stream Crossing Site EUP_6336724939

Carp River Watershed, North Branch Carp River
Unnamed (FR 3123)
Mackinac County
Information collected by:
Superior Watershed Partnership
Site Location
GPS Coordinates: 46.146976109,-84.863151815
T 043NN R 005W Sec 01
Fish Passability: Barrier at High Flows
Structure is NOT Perched
Total Erosion: 8.66 tons/year
Overall Score: 12
Severity: Minor
Date Inventoried: 4/22/2021
Road Approach - Left
Road Approach - Left
Road Approach - Right
Road Approach - Right
Inlet
Inlet
Upstream Conditions
Upstream Conditions
Outlet
Outlet
Downstream Conditions
Downstream Conditions
Representative Reach
Representative Reach
Site Sketch
Site Sketch
Crossing Information*
Type of Crossing: Culvert(s)
Number of Structures: 2
Structure Shape: Round
Inlet Type: Headwall and Wingwall
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: Mixture
General Conditions: Moderate deterioration from corrosion or abrasion (small rust flakes or indication that rust is slightly deeper than the surface level) or cracking or spalling or chipping (few minor cracks or localized chipping in the concrete). OR minor shape changes (described above).
Additional (Multiple) Structures
Structure
Width
Length
Height
Material
2
5 ft.
24.9 ft.
5 ft.
Concrete
1
5 ft.
24.9 ft.
5 ft.
Concrete
Structure Interior: Smooth
Is Structure Rusted through? No
Dimensions of Structure: Length 24.9 ft. Width 5 ft. Height 5 ft.
Percentage Plugged: None or 0%
Percentage Crushed: None or 0%
Structure is NOT Perched
Structure Inlet
Water Depth: 2.1 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.5 ft./sec.
Structure Outlet
Water Depth: 2.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.3 ft./sec.
*Water Velocities were measured 2 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? Yes
Scour Pool: Length 18 ft., Width 18 ft., Depth 4 ft.
Is Upstream Ponding Present? Yes
Pond: Length 10 ft., Width 15 ft.
Riffle Information
Water Depth: 2 ft.
Bankfull Width: 13 ft.
Wetted Width: 12 ft.
Water Velocity: 0.3 ft./sec. (measured via Flow Meter)
Dominant Substrate: Organics – decomposing plant material
Road Information
Road Surface: Gravel
Owner: Federal
Road Condition: New Pavement or Well Graded, Same condition as initial placement.
Road Core Integrity: Good (no symptoms of lack of integrity)
Road Width at Culvert: 12 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 0.505 ft.
Slope: Vertical, 0:1, or 90°
Downstream
Fill Depth: 0.5 ft.
Slope: Vertical, 0:1, or 90°
Approaches
Left Approach
Length: 1000 ft.
Slope: 1-5%
Vegetation: Heavy, Ditch is fully vegetated or rip-rapped with no signs of erosion.
Erosion Estimate: 1.88 tons/year
Right Approach
Length: 1000 ft.
Slope: 1-5%
Vegetation: Heavy, Ditch is fully vegetated or rip-rapped with no signs of erosion.
Erosion Estimate: 6.78 tons/year
Erosion Information
Estimate of Total Erosion at Crossing: 8.66 tons/year
Summary Information
Fish Passability: Barrier at High Flows
Is a future visit to this site recommended? No
Were any non-native species observerd at this site? Yes, Spotted Knapp weed.
Site Comments: Undersized culvert
*These data are maintained in the Michigan DNR Road Stream Crossing Inventory.