Cellulose casings are used to contain and form meat and poultry emulsions during the smoking and cooking process. Casings then are stripped from the cooked product and traditionally disposed of in landfills. Because of the bulk of the spent cellulose casings (SCC), rapid composting technology may be used to reduce bulkiness. The following SCC were evaluated in vitro and in vivo: fibrous ground (FG), fibrous composted (FC), NOJAX ground (NG), and NOJAX composted (NC). In vitro digestibility was determined by incubating SCC with mixed ruminal bacteria for 0, 6, 12, 24, 36, 48, and 72 h. In vivo data were collected using four ruminally cannulated Holstein steers in a 4 x 4 Latin square design. Diets consisted of a 50:50 ratio of alfalfa hay-wheat middlings with 5% cornsteep liquor. Diets contained no SCC (CON) or 25% (DM basis) of the FC, FG, or NC SCC substrate. Casings were high in structural carbohydrate and salt content but low in CP, ether extract, and lignin concentrations. In vitro OM digestibility at 24 h was highest (P < .05) for FC and lowest (P < .05) for NG; FG and NC were intermediate. Composting tended to reduce fiber content and increase digestion. In vivo intakes and digestibilities were not adversely affected by inclusion of SCC in the diet. Thus, SCC have the ability to partially replace more traditional forages, such as alfalfa hay and wheat middlings, in high-fiber diets for growing beef cattle. Limitations in the use of SCC as a partial replacement of traditional feedstuffs will likely be because of high salt concentrations in the casings resulting from product brine chilling.

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A novel, multilayered shoreline cap was designed and installed to mitigate the release of petroleum light nonaqueous phase liquid (LNAPL) and dissolved‐phase groundwater constituents to the Willamette River in Portland, OR. Releases of LNAPL related to upland impacts caused occasional sheens on a portion of the river within the Portland Harbor Superfund Site. The frequency and volume of sheens decreased following the installation of an upland sheet pile barrier wall, but occasional sheens related to LNAPL impacts stranded downgradient of the wall continued–prompting the design of a shoreline remedy. Because the site is located within the Portland Harbor Superfund Site, the cap was designed to mitigate sheen and to meet the objectives specified in the Portland Harbor Record of Decision including limiting the discharge of certain dissolved‐phase constituents of interest. The cap design was the first instance of combining an oleophilic bio‐barrier to mitigate sheen and an activated carbon layer to capture dissolved‐phase constituents. No sheens have been visually observed since cap installation.

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