Road Stream Crossing Site RIF_AR105
Rifle River Watershed, Tributary of Wells Creek
M-33/ Brock Rd
Moffatt Twp,
Arenac County
Information collected by:
Site Location
GPS Coordinates: 44.13926
, -84.12716
T20N
R3E
Sec 17
Fish Passability 1
Structure is NOT Perched
Severity: Minor
Year Inventoried: 2012
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Square/Rectangle
Inlet Type: Projecting
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: Sand
General Conditions: Poor
Structure Interior: smooth
Dimensions of Structure: Length 88 ft.
, Width 5.9 ft.
, Height 6.2 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 0.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0 ft./sec.
Structure Outlet
Water Depth: 0.3 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0 ft./sec.
*Water Velocities were measured at the Surface
(with Float Test)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Upstream Pond: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Riffle Information
Water Depth: 0.1 ft.
Bankfull Width: 3.4 ft.
Wetted Width: 1.9 ft.
Water Velocity: 0.5 ft./sec.
(Measured with Float Test)
Dominant Substrate: Gravel
Road Information
Paved
State Road
Road Condition: Fair
Road Width at Culvert: 24 ft.
Location of Low Point: Other
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 7.5 ft.
Downstream
Fill Depth: 8 ft.
Length: 666 ft.
Slope: 1% to 5%
Vegetation: Heavy
Vegetation: Heavy
Erosion Information
Extent of Erosion: Minor
Location of Erosion | Erosion Dimensions | Eroded Material | Material Eroded | Total Erosion | ||
facing downstream | Length | Width | Depth | Reaching Stream? | (tons/year) | |
Left Upstream |
6.7 ft. |
0.9 ft. |
0.4 ft. |
yes |
Sand |
0.0029 |
Right Upstream |
6.4 ft. |
1.1 ft. |
0.3 ft. |
yes |
Sand |
0.0021 |
Left Downstream |
6.8 ft. |
22 ft. |
0.2 ft. |
yes |
Sand |
0.0015 |
Summary Information
Fish Passability 1