EXH0688025785

PCHBPollution Control Hearings Board of the State of Washington

P.O. Box 47600 • Olympia, Washington 98504-7600 {360) 407.6000 • TDD Only {Hearing Impaired) {360) 407.6006 MEMORANDUM August 9, 1999 TO: Tom Luster FROM: Jerald LaVass_, I_I.S., P.E. SUBJECT: Evaluation of Retaining Wall/Slope Alternatives to Reduce Impacts to Miller Creek, Embankment Station 174+00 to 186+00 You have asked that I review the above named report for the Third Runway at Sea-Tac International Airport. In particular, you were concerned that adverse foundation conditions might be encountered during construction that would prompt a request to disturb additional wetlands from those mapped in this proposal. You wished my opinion whether construction techniques existed to deal with such unanticipated foundation conditions and still restrict the disturbed area to the current proposed footprint. The short answer is yes, there are such techniques. These techniques generally are expensive and typically require a specialty contractor. My foregoing comments are based on limited site specific data. The report did not provide detailed logs of the foundation explorations along the wall alignment. I am relying on the Site Description section of the report on page 1-1 where it notes the presence of "'very dense glacially overridden soils at depths on the order of lO to 30 feet." Clearly, the considerable height of the wall dictates that it be founded on a dense, unyielding foundation or a structural fill that spans between such a stratum and the base of the wall. Obviously, a conventional sloped excavation 30 feet or more in depth likely would extend the area of wetlands disturbance…
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