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CW of Santa Ana -Park View at Town and Country Manor <br />and Traffic Draft EIR <br />Table 4.6.28 (cont.): Summary of Freeway Segment Operation <br />General Plan Buildout (2030) With Project <br />AM Peak Hour I PM Peak Hour <br />Density Density <br />Freeway Segment Lanes (pc/mil (PC/mil Vol. In) LOS Vol. In) LOS <br />Notes: <br />Density is expressed in terms of passenger cars per lane mile in the weaving section. <br />The freeway segment LOS criteria is based on Exhibits 23 -2 and 23 -3 in the Highway Capacity Manual 2000. <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, Kimley -Horn <br />Associates, Inc., June 2009. <br />Level of Significance Before Mitigation <br />Less than significant. <br />Mitigation Measures <br />No mitigation measures required. <br />Level of Significance After Mitigation <br />Less than significant. <br />General Plan Buildout (2030) - Ramp Queuing <br />Impact 4.6 -7 The project would not have a significant impact on ramp operation during General <br />Plan (2030) Buildout conditions. <br />Impact Analysis <br />General Plan (2030) Buildout Without the Project - Ramp Queuing Analysis <br />General Plan Buildout peak hour ramp queuing analysis results are summarized in Table 4.6 -29. <br />Table 4.6 -29 indicates that in the Without Project condition, the peak hour queue length at the SR -22 <br />eastbound off -ramp at Town & Country Road will exceed the available queue distance. The queue <br />lengths at all other off -ramps analyzed would continue to be within the available queue distances on <br />each off -ramp. <br />Table 4.6.29: Summary of Peak Hour Ramp Queuing General <br />Plan Buildout (2030) Without Project <br />8501 Percentile <br />Available Queue Length <br />Queue (ft) <br />Distance (ft) pM PM <br />1,300 292 315 <br />1,300 1,953 657 <br />4.6 -36 Michael Brandman Associates <br />H\Cl t(PN- Rnb327b32]0030DERi 3270030 Sec0 Tmspo md¢ <br />