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MV <br />mix <br />Q H <br />9Hxrn <br />y z H <br />FC n <br />H xl <br />x O H <br />tr Cs <br />�OdHO <br />HM0 <br />Hy C <br />HH <br />0 0 � <br />HHOC4 <br />TABLE 2. CALCULATED LEVELS -OF -SERVICE WITH AND WITHOUT RECRFATIONAL CENTER <br />Intersection/Roadway <br />1995 Without Project <br />Sections <br />Existing <br />Unmitigated <br />Mitigated <br />Seaway Blvd.//5th St. SW <br />B <br />E <br />D <br />?-Seaway Blvd./Merrill Cr. Pkwy <br />B <br />E <br />D <br />Seaway Widening 60th-75th <br />B <br />E <br />C <br />'y Seaway Blvd./SR526 EB ramp <br />E <br />F <br />D <br />JrM25/SR526 <br />D <br />D <br />D <br />*6 <br />Btvd./SR526 WB ramp <br />Y <br />B <br />C <br />C <br />i�Seaway <br />SR526/lnterstate 5 SB ramp <br />F <br />F <br />C-D2 <br />SR526/Intersmte 5 NB ramp <br />E <br />F <br />C-D2 <br />Project Driveway/36th W. <br />--- <br />-- <br />( Merrill Creek/Hardeson <br />B <br />E <br />B <br />1995 With Project <br />Unmitigated <br />Mitigated <br />E <br />D <br />F <br />D <br />E <br />C <br />F <br />D <br />D <br />D <br />C <br />C <br />F <br />C-D2 <br />F <br />C-D1 <br />C1 <br />C.- <br />E <br />B <br />'Assumes entrance/exit volumes divided evenly over the three driveways <br />=Depends on extent of interchange mitigation <br />4/60�,,aoo - 1`lyoo0 <br />ri fl csfl TrLrpJ <br />66) <br />Z- <br />� Is) Ic � )70,01 / <br />poo 2,9,f0 <br />d <br />A4-YR/// F44:14/7-/ <br />lJ 137) D2.5 <br />C_J,- G -L <br />%orNew <br />Trips <br />7.0 <br />7.7 <br />93 <br />9.8 <br />5.8 <br />6.3 <br />115 <br />4.1 <br />2.2 <br />:2 <br />%of <br />Total <br />Trips <br />49 <br />6.7 <br />7.9' <br />6.1 <br />13 <br />3.4 <br />5.4 <br />1.7 <br />2.0 <br />