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EXCLUSIONS <br />6.2.7.WDFW stated there is some existing geomorphic analyses for the Teanaway River. <br />CONSULTANT will utilize existing information to the extent possible; however the <br />previous analyses may have been associated with the Teanaway River rather than <br />specific to Lick Creek. <br />6.2.8.A sediment transport model will not be developed . It is assumed the proposed <br />structures will allow for natural sediment movement by following WDFW <br />guidelines. <br />6.2 .9.The hydraulic analysis will include information to support the design of the <br />Teanaway Road bridge and up to two (2) residential access bridges. <br />6.2 .10. The current culverts under residential access are not within any FEMA Flood <br />Hazard Boundary. It is assumed the proposed structures and channel design will <br />meet County Floodplain Code and therefore a no-rise analysis is not required. If <br />the design is identified not meeting County Floodplain Code additional effort will <br />be required that is beyond this scope of work. <br />6.2 .11 . No bank stability analyses will be conducted on the residential/private property. <br />6.2 .12 . The creek design will utilize the existing creek alignment and geomorphic <br />features (e.g. creek substrate , woody material, etc). <br />1. GENERAL <br />1.1. All Civil and MOT design elements . <br />1.2. Development of specification run list <br />1.3. Compilation of specifications and i nto one document. <br />1.4. Compilation of estimate into one document. <br />1.5. Assembly of Plans, Specifications, and Estimate submittals. <br />1.6. Bid Support Services and Design Services During Construction . <br />2. ENVIRONMENTAL <br />2.1. NEPA full Environmental Analysis (Environmental Assessment (EA) or Environmental <br />Impact Statement (EIS)). <br />2.2. SEPA review and Local Agency Permits/Approvals/Reports. <br />3. HYDRAULICS <br />3.1. Storey Creek <br />3.1.1. All hydraulic documentation (i.e. hydraulic analysis, bank stability assessment and <br />design, and scour analysis). <br />3.1.2 . Temporary diversion assistance <br />3.1.3. Support during construction <br />3.2. Lick Creek <br />3.2.1.Post-fire hydrology will not be conducted. <br />3.2 .2.Temporary diversion assistance <br />3.2.3.Support during construction <br />4. RIGHTOFWAY