Road Stream Crossing Site TW073
Tawas River Watershed, Tributary to Tawas Lake
Anderson
Baldwin Twp,
Iosco County
Information collected by:
Site Location
GPS Coordinates: 44.32327
, -83.55351
T22N
R07E
Sec 2,11
Owned by Private
Fish Passability 0
Perch Height: 0.5 ft.
Total Erosion: 0.7501 tons/year
0.22 Upstream Miles
Severity: Severe
Year Inventoried: 2012
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: Apron
Outlet Type: Freefall onto Riprap
Structure Material: Metal
Structure Substrate: Sand
General Conditions: Good
Structure Interior: corrugated
Dimensions of Structure: Length 45 ft.
, Width 1.5 ft.
, Height 1.5 ft.
Perch Height: 0.5 ft.
Structure Inlet
Water Depth: 0.4 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.4 ft./sec.
Structure Outlet
Water Depth: 0.4 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.7 ft./sec.
*Water Velocities were measured at the Surface
(with Meter)
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 9.3 ft.
, Width 6.4 ft.
, Depth 0.9 ft.
Upstream Pond: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Riffle Information
Water Depth: 0.1 ft.
Bankfull Width: 12 ft.
Wetted Width: 4 ft.
Water Velocity: 0.3 ft./sec.
(Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved
County Road
Road Condition: Good
Road Width at Culvert: 21 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 3.7 ft.
Slope: More than 1:2
Downstream
Fill Depth: 3.7 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 550 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.51
Erosion: 0.1947 tons/year
Right Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Partial
LS Factor: 0.8
Erosion: 0.5554 tons/year
Erosion Information
Total Erosion at Crossing: 0.7501 tons/year
Summary Information
Fish Passability 0
0.22 Upstream Miles
Fish Passage is an area of concern for this site.
Outlet is perched
A future visit to this site is recommended. Check on dowstream condition of crossing