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2011-022 - Addendum to the FInal Environmental Impact Report No. 2004-02
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2011-022 - Addendum to the FInal Environmental Impact Report No. 2004-02
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2011-022
Date
4/4/2011
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additional units). The study incorporated the Highway Capacity Manual, 2000 Edition, methodology <br />that is required by Caltrans for all intersection analysis. In addition, the Intersection Capacity <br />Utilization (ICU) technique was used, which measures the amount of traffic signal "green" time <br />required for the intersection. <br />Street operating conditions are typically described in terms of "level of service" (LOS). LOS ranges <br />from Level A (free flow, little congestion) to Level F (forced flow, extreme congestion). The City of <br />Santa Ana considers LOS D as the threshold of an acceptable service level for intersections outside <br />Major Development Areas (MDA) and LOS E as the maximum threshold for intersections located <br />within an MDA. The City of Costa Mesa defines LOS D as an acceptable operation level for all <br />intersections. The City of Irvine defines LOSE as acceptable for intersections within the Irvine <br />Business Complex and LOS D or better for all other intersections. These criteria are consistent with <br />Measure M target levels and meet or are more stringent than Congestion Management Plan (CMP) <br />criteria. Following are the levels of service that are acceptable for the study intersections: <br />• Main Street at Dyer Road (LOS D) <br />• Main Street at MacArthur Boulevard (LOS E) <br />• Main Street at Sandpointe Avenue (LOS D) <br />• Main Street at Sunflower Avenue (LOS D) <br />• MacArthur Place at MacArthur Boulevard (LOS E) <br />• SR -55 SB Ramps at MacArthur Boulevard (LOS E) <br />• SR -55 NB Ramps at MacArthur Boulevard (LOS D) <br />• Red Hill Avenue at MacArthur Boulevard (LOS E) <br />All traffic data used in the KOA 2011 Study was collected in October and November 2010. Peak hour <br />intersection analysis was performed using the TRAFFIX software program by Dowling Associates. <br />Existing traffic data was obtained from Transportation Studies, Inc. of Tustin. Long -range (2035) <br />analysis is based on future traffic forecasts from the Orange County Transportation Authority (OCTA) <br />travel demand forecasting model (OCTAM 3.3). The OCTAM model uses the latest adopted <br />demographic forecasts, commonly referred to as Orange County Projections, adopted in 2006 <br />(OCP- 2006). Detailed model data is included in the 2011 Traffic Study (Appendix B). <br />The City of Santa Ana's project impact analysis criteria indicates that a significant project impact <br />occurs when the ICU value increases by greater than .01 and achieves unacceptable LOS (E or F). <br />Costa Mesa defines LOS D as an acceptable level of operation for all intersections. Irvine states that <br />intersections within the Irvine Business Complex should operate at LOS E or better for peak hour and <br />LOS D or better at all other intersections. In addition, projects must comply with the Orange County <br />Congestion Management Plan (CMP) criteria. The CMP states that a project cannot be allowed to <br />reduce LOS or increase flow by more than 3% at a location that is forecast to experience LOS E or F <br />generally. Since this criterion is less stringent than the City's, any project that meets the City criteria <br />will also normally meet CMP criteria. <br />Existing Conditions <br />Due to significant land use development in recent years, the KOA 2010 Study determined that some <br />significant roadway and intersection improvements within the study area have changed since the <br />original traffic study was conducted. The intersection of Main Street at MacArthur Boulevard has been <br />recently improved and fully built out. Exclusive right turn lanes have been constructed for all <br />approaches to the intersection. Table 1 depicts the AM (7:00 a.m. to 9:00 a.m.) and PM (4:00 p.m. to <br />6:00 p.m.) peak hour conditions. <br />MacArthur Place South EIR — 2011 Addendum 37 <br />
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