EXH0274019516

PCHBPollution Control Hearings Board of the State of Washington

"- The IW$ collects and u'eatsindusu'iaJwastcwata';z2the 1W$ serves as a spiU-conu'olB_. The _$ was initially cons,_Jcted in 1963 to collect runoff fi-omterminalaprons, _xiways, hangm's, portions of the termmal root"top," the parking garage, the toll plaza, aircra/_ and ve._/cle maintenance arras, and some parking lots in the W cargo area. Runoff fi'omthese areasmay be contam/natedby accidentalfuel spills, de.icing chemicals,and washwaterfrom cleaningof aircraft and ground supportvehicles. A comprehensiveengineeringevaluationof the rWS system was conductedin 1995 ('Kennedy/Jenks1995) anda programforupgradingthe system is ongoing. The originalIWS syst=n hasbeengraduallyexpandedover theyears to includelargerareas of terminal apronplusnewlydevelopedareassubjecttoindusu'ialactivities.Many pansofthecurrentIWS systemoriginallybelongedto_eSDS,butwa_ laterconnectedtotheIWS. Runofffi-omthe IWS catchmentareas is collecmdbytlmIWS conveyance system. The IWS is divided into two primarydrainageareas: the air cargo/runwaysystem and the terminalsystem. Runoff fromthese areasis conveyed to the IWTP via separatepipeline routes. With upcoming plannedimprovements,the [WS conveyancesystemwill be sized to handleapproximatelythe25- yeardesign storm. Because the U,VSdoes not dischargeto the su'cams,it is not included in the hydrologicmodelinganalysis forthe SMP. However, five pumpstations,which normallydrainto theIWS,overflowm theSDS underhighflowconditions(seeSection4.2.3below).These ovcdlowsarcincludedinthehydrologicmodeloftheSDS andreceivingstreams. - Threelagoons(LagoonsI,2,and3)inthesouthwestcornerofSTIAprovidestorageforthe indus_al wastewaterpriorto U'eannentin the IWTP. Treateddischargeflows to an outfall pipeline thatjoms the MidwayWastewaterTrcau'nentPlanteffiucmpipe fordischargeinto Puget Soundvia a marine outfall. The dischargeis author/zealby the Port's NPDES Permit. IWS treaunent performance and the Port's dcterrn/nationof all known available and reasonable treatment (AKART) fortheIWS arediscussedin Sections4.5.3 and7.5, respectively. 4.2.2.1 IWS Storage Capacity The 2006 configurationofthe IWS (land use, lagoon stonge capacity,treaunentrate,and outfa]l discharge capacity) is summarizedin Table 4-2. A continuous simulation of the IWS was performedusing KCRTS (KingCounty Regional Time Series) to demonsuate that overflows will '_ As defined m STIA's NPDES Pon_t WA-002465-1. "'[ndusmd…
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