PCHB09016605

PCHBPollution Control Hearings Board of the State of Washington

Computer Model Used to Analyze Protectiveness of Fill Criteria ................. 2 Flow Parameters Used in Model .................................................................... 3 Transport Parameters Used in Model ............................................................. 4 Modeling of Historic Fill Sources .................................................................. 6 Results of Modeling ....................................................................................... 724 Conservatism of Model Results ..................................................................... 8 LOW FLOW ANALYSIS .......................................................................................... 9 RESPONSE TO DIRECT TESTIMONY OF DR. PATRICK LUCIA ................... 10 PREFILEDTESTIMONYOF DR.MICHAELRILEY BROWNREAVIS&MANNINGPLLC Pagei 1191SECONDAVE.,SUITE2200 ORIGINAL SEATTLE, WA 9810150311017 01 (206) 292-6300 1. I am a Civil Engineer with an undergraduate specialty in water resource engineering and graduate specialty in water quality hydrodynamics. I have worked as a consultant or in academia since 1980. I have assisted as an instructor for courses in urban hydrologic analysis, groundwater flow modeling and modeling of contaminant transport in groundwater. I have worked on numerous projects involving groundwater flow modeling and the transport of contaminants in groundwater, stormwater, lakes, rivers, and estuaries. A copy of my curriculum vitae is attached as Exhibit A. SUMMARY OF TESTIMONY 2. I performed a modeling analysis of the fill criteria established in the401 Certification to determine whether they are protective of water quality. I used conservative assumptions to run the model, including the assumption that all of the fill material used in the Third Runway embankment contained the maximum concentration of metals allowed by the numeric fill criteria in the 401 Certification. The model simulated how much of the soil constituents would leach out of the embankment over a span of 1,000 years. The model predicted that at no time…
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