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Chequamegon-­‐Nicolet National Forest Watershed Vulnerability Assessment, Eastern Region (R9)<br />

Figure 15. Modeled 100 and 500 year flood water surface elevations for an 87”x63” pipe-­‐arch culvert at Riley<br />

Creek and Forest Road 2161 with a minimum bankfull width of 7.0 feet<br />

Road and trail stream crossings inventoried on the CNNF were used to estimate crossing density for each<br />

HUC-6. Densities for each HUC-6 ranged from 0.0 to 1.83 crossings per square mile. Watersheds were<br />

rated for their vulnerability to infrastructure impacts based on the following crossing densities (mi/sq mi):<br />

very low, 0.0-0.15; low, 0.16-0.39; moderate, 0.40-0.83; and high, 0.84-1.83. Watersheds were rated for<br />

their vulnerability to increased floods based on the following HSG indices: very low, 1.049-1.816; low,<br />

1.862-2.422; moderate, 2.446-2.837; and high, 2.838-5.894.<br />

Combining the HSG and crossing density indices while giving the HSG index double weight resulted in<br />

26 HUC-6s rated very low, 50 low, 46 moderate, and 37 high (Figure 16). The most vulnerable HUC-6s<br />

have high runoff potential and high crossing density while the least vulnerable have the opposite<br />

characteristics. However, it is possible to adapt to potential increases in flood flows in all watersheds by<br />

sizing stream crossing structures to bankfull width or greater and conducting hydrologic and hydraulic<br />

analyses to ensure the 100-yr flood elevation is below the top of the culvert to provide freeboard for<br />

future increases in flood flows. Such sizing will also help to restore or maintain aquatic organism passage<br />

and channel morphology, reduce maintenance, and extend structure life.<br />

254 Assessing the Vulnerability of Watersheds to Climate Change

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