Road Stream Crossing Site P069

Pine River Watershed, Tributary to East Branch Pine River
210th Ave
Burdell Twp, Osceola County
Information collected by:
GPS Coordinates: 44.09727562 , -85.50423112
T20N R10W Sec 27
Adjacent Land Owned by Private
Severity: Moderate
Cost: $8,400.00
Site Location
 
Inlet
Outlet
Road Approach - Left
Road Approach - Right
Crossing Information
Road Width at Culvert: 24 ft.
Road Surface: Sand
Gravel
Maintenance: year around
Low Point: At Stream
Existing Drainage Control? no
Any Failings? no
Type of Crossing: culvert(s) (single culvert)
Is this crossing constricted? no
Are there adjacent wetlands? yes
Comments: culvert is completely plugged, forming pool on upstream side. No flow through culvert
Approaches
Left Approach
Length: 400 ft.
Slope: 6-10%
Vegetation: partial
Right Approach
Length: 0 ft.
Slope: 0%
Vegetation: partial
Culvert Information
Length: 38 ft.
Diameter: 14 ft.
Material: galvanized
Condition :poor
Flow: fish passage problem
Embankments
Upstream
Fill Depth: 3.5 ft.
Embankment Slope: vertical
Downstream
Fill Depth: 6 ft.
Embankment Slope: vertical
Stream Information
Upstream
Stream Width: 15 ft.
Stream Depth: 1 in.
Stream Current: none
Stream Substrate: muck
Downstream
Stream Width: 0 ft.
Stream Depth: 0 in.
Stream Current: none
Stream Substrate: muck
Erosion Information
Conditions
Is there Streambank erosion beside the crossing? no
Is there embankment erosion? no
Is there erosion at the culvert outlet? no
Is there erosion at the shoulder and/or ditch? no
Is there pooling at the outlet? no
Is there sand over the crossing? yes
 
Extent of Erosion: minor
Cause of Erosion: road runoff
Recommended Treatments
Action Recommended? no
Add pavement? no
Add paved raised edge? no
Number of erosion control structures: 0
Number of sediment basins: 0
Number of diversion outlets: 2
Increase fill? no
Replace culvert(s)? no
Dimensions of replacement: 1
Extend culvert(s)? no
Lineal feet to extend: 0
Comments: plugged culvert, road runoff
 
Severity:Moderate
This page last updated on 2/9/2022.