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pollution abatement, and recreation. However, the amount of floodplain restoration that could be <br />done on this site is dependent on political and community support and economic viability. <br />Given the volume and unknown quality of much of the fill material, the strong flow of the river as it <br />pushes against the outer bank of this curving portion of the river, and the economic value of this <br />site, it is unlikely to be considered a high priority site for ecological restoration alone. However, <br />there are a number of important things that could be done to enhance both ecological functions and <br />human experiential values in highly complementary ways. A significant length of riverfont exists <br />between the EWEB headquarters and the steam plant building, providing approximately 800 feet of <br />bankline available for potential modifcation, especially above the Ordinary High Water Mark. <br />C. Recommendations for improving the ecological function of the current design proposal <br />that explore various interactions and tradeoffs among design and ecological function based on <br />modifications of bank topography and river edge complexity. <br />In the full report, we used the design concept representative sections created by Rowell Brokaw <br />Architects to assess the expected effects of the proposed EWEB Riverfront Master Plan on aquatic <br />functions of the Willamette River ecosystem in comparison to current and historical site conditions. <br />This summary assumes that the baseline configuration of the master plan has been retained. Based <br />on current master plan documents, there has been a moderate increase in upper bank excavation, <br />which would increase the 10 -year and 20 -year floodplain extent and potential riparian functions of <br />these areas. Given that the master plan has incorporated these recommendations, we have omitted <br />the remainder of this Section C from the summary report. Readers who wish to review this section <br />should refer to the full report. <br />16 <br />