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#1 (March 2021)
Mitigation Category/ Ratio: Enhancement 2:1
Location: UT2 Reach 1 (lower) crossing
Problem: Sediment deposition/undersized culvert
Notes: Began post construction and worsening every year; Top dressing/material also scoured off top in recent storm; fix
can be wet crossing per I.o discussion; fencing also needs fixes/replacement (parts of 130 LF x 2 = 260 LF)
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#2 (March 2021)
Mitigation Category/ Ratio: Enhancement Level II 2.5:1
Location: UT2B near confluence with UT2
Problem: head cut
Notes: new in 2020
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#3 (March 2021)
Mitigation Category/ Ratio: Enhancement 2:1
Location: UT2 Reach 1 (upper) crossing
Problem: Sediment deposition/undersized culvert
Notes: New since July 2019; minor,fence repair/encroachment being addressed by I.o.; crossing itself in good shape
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#4 (March 2021)
Mitigation Category/ Ratio: Enhancement 2:1
Location: Upstream from UT2 Reach 1 (upper) crossing (STA 303+80)
Problem: Structure piping and �ri
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#5 (March 2021)
Mitigation Category/ Ratio: Enhancement Level II 2.5:1
Location: UT1—in between 2020 head cut Repairs
Problem: down cutting
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#6 (March 2021)
Mitigation Category/ Ratio: Enhancement 2:1
Location: UT2 Reach 2 (upper)just below crossing- part of 2019 repair
Problem: R. bank erosion
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#7 (March 2021)
Mitigation Category/ Ratio: Enhancement Level II 2.5:1
Location: UT2A enhancement section-part of 2019 repair
Problem: L. bank undercutting meander bend
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#8
Mitigation Category/ Ratio: Enhancement 2:1
Location: UT2 enhancement section—part of 2019 repair
Problem: R. bank stressed soil lift and boulder installed late 2019
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#9 (March 2021)
Mitigation Category/ Ratio: Restoration 1:1
Location: Little Pine Creek Reach 2A STA 129+00, near VP8
Problem: L. bank starting to collapse;just ds from 2020 repair area 1
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#10 (March 2021)
Mitigation Category/ Ratio: Restoration 1:1
Location: Little Pine Creek Reach 2A STA 124+50
Problem: Right bank erosion/cutting around end of installed log
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#11 (March 2021)
Mitigation Category/ Ratio: Restoration 1:1
Location: Little Pine Creek Reach 2A STA 118+00
Problem: Right bank instability near crest gauge
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#12 (March 2021)
Mitigation Category/ Ratio: Restoration 1:1
Location: Little Pine Creek Reach 2B STA 125+50
Problem: Structure piping and left bank instability/floodplain head cut where wetland drains into creek
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#13 (March 2021)
Mitigation Category/ Ratio: Enhancement Level II 2.5:1
Location: Little Pine Creek Reach 2B STA 131+00 to bridge
Problem: severe bank erosion and high banks-near Big Oak Road
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