Road Stream Crossing Site RIF_OG22

Rifle River Watershed, Houghton Creek
Schmitt Rd
Rose Twp, Ogemaw County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.40781 , -84.07637
T23N R3E Sec 4
Fish Passability 0.9
Structure is NOT Perched
Severity: Moderate
Year Inventoried: 2012
Inlet
Outlet
Upstream Conditions
Downstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: Bridge
Number of Structures: 2
Structure Shape: Open Bottom Square/Rectangle
Inlet Type: Wingwall 10-30 Degree
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: Sand
General Conditions: Fair
Multiple Culverts/Spans
Culvert/Span
Width
Length
Height
Material
2
13.9 ft.
36 ft.
6.9 ft.
Concrete
Structure Interior: smooth
Dimensions of Structure: Length 36 ft. , Width 14.6 ft. , Height 6.9 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 3.6 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1 ft./sec.
Structure Outlet
Water Depth: 3.5 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 25 ft. , Width 36 ft. , Depth 3.5 ft.
Upstream Pond: Length 38 ft. , Width 22 ft. , Depth 0 ft.
Riffle Information
Water Depth: 2.1 ft.
Bankfull Width: 24 ft.
Wetted Width: 23 ft.
Water Velocity: 1.2 ft./sec. (Measured with Float Test)
Dominant Substrate: Sand
Road Information
Paved County Road
Road Condition: Good
Road Width at Culvert: 27 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 2 ft.
Slope: 1:1.5
Downstream
Fill Depth: 2 ft.
Slope: 1:1.5
Length: 1050 ft.
Slope: 1% to 5%
Vegetation: Heavy
Length: 816 ft.
Slope: 1% to 5%
Vegetation: Heavy
Erosion Information
Extent of Erosion: Moderate
Notes: erosion on the side of wingwalls
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Left Upstream
4.2 ft.
1.2 ft.
2.4 ft.
yes
Sand
0.0776
Right Upstream
12 ft.
1.6 ft.
0.6 ft.
yes
Sand
0.0554
Right Downstream
1.7 ft.
6.4 ft.
1.1 ft.
yes
Loam
0.0115
Left Downstream
5.7 ft.
2.4 ft.
0.8 ft.
yes
Sand
0.0351
Left Downstream
4.7 ft.
3.7 ft.
1.1 ft.
yes
Sand
0.0398
Summary Information
Fish Passability 0.9
A future visit to this site is recommended. bridge itself may need to be inspected