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<br />floodplain, the design of the replacement bridges must satisfy the regulations set forth in the <br />National Flood Insurance Program (NFIP). The NFIP requires that any modifications that cause a <br />rise in the Base Flood Elevations (BFEs, which corresponds to water surface elevations associated <br />with the 100-year flood event) must be approved by FEMA. <br /> <br />Two pier location scenarios are currently under consideration (Proposed Option A and Proposed <br />Option B, see written statement page 9). Based on preliminary modeling, Option A would result in <br />an increase of 0.02 feet over existing conditions for the 100-year flood event. For the Environmental <br />Assessment, 'the hydraulic conditions of the 1-5 Willamette Bridge Project were analyzed using the <br />U.S. Army Corp of Engineers' HEC-RAS model. Natural, existing and proposed conditions (with <br />pier locations Options A and B) were modeled. Conservative assumptions regarding pier size were <br />used for this modeling. Refined design of the concepts and further hydraulic analysis will allow <br />confirmation that the proposed project will result in no rise of the base flood elevation. <br /> <br />Option B would result in a decrease of 0.54 feet for the 100-year flood event, which is consistent <br />with the no-rise standard and consistent with this goal. While Option A shows an increase of 0.02, <br />which does not meet the no-rise requirement, this is not a detailed analysis and modeling will be run <br />again when the design is refined for the permitting process in order to meet the no-rise requirement. <br />A FEMA "no-rise" certification will be obtained from the City of Eugene for any construction or <br />structures within floodways/special flood hazard areas that are outside of rights-of-\vay, within <br />Eugene. In addition, the applicant states that the no-rise condition is also a requirement of ODOT <br />for any bridge replacement project. <br /> <br />Other hazards, such as earthquakes and severe winter storms can be mitigated at the time of <br />development based on accepted building codes and building techniques. As previously stated, <br />specific construction and operational details will be appropriately addressed during local permitting <br />processes, subject to applicable approval criteria and related standards. <br /> <br />Therefore, in the context of a plan amendment, the preliminary no-rise data, the landslide <br />information, and findings above, the proposed plan amendments are consistent with Statewide <br />Planning Goal 7. <br /> <br />Goal 8 - Recreational Needs: To satisfy the recreational needs of the citizens of the state and <br />visitors and, where appropriate, to provide for the siting of necessary recreational facilities <br />including destination resorts. <br /> <br />Goal 8 ensures the provision of recreational facilities to Oregon citizens and is primarily concerned <br />with the provision of those facilities in non-urban areas of the state. East Alton Baker Park is <br />located to the east and west of 1-5 right-of-way, which includes recreation, bicycle and pedestrian <br />paths and the canoe canal (utilized by kayakers). The portion of the park that is west of 1-5 in <br />Eugene is now called the Whilamut Natural Area and the portion of the park east of 1-5 in <br />Springfield is called the Eastgate Woodlands of the Whilamut Natural Area (abbreviated here as <br />Eastgate Woodlands) and these areas will be referred to as such for the remainder 0 f these findings <br />unless otherwise indicated. The demolition and construction of the bridges will take place within the <br />1-5 right-of-way, which is not part of the park; therefore the replacement bridges will not remove or <br />increase recreational opportunities at the park. However, removal of the detour bridge will include <br /> <br />Exhibit A - Findings <br />Page 18 <br />