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City of Santa Ana Transportation and Traffic Environmental Checklist The cumulative setting for transportation and traffic impacts includes all of the projects listed on Table 3-26. The traffic generated from the cumulative projects is provided in Table 3-28. The traffic cumulative analysis was prepared as part of the TIA (Appendix D), and includes the six intersections analyzed for the proposed project. The traffic implications of past, present, and reasonably foreseeable future projects include near- and future-term scenarios for the years 2014 and 2035, respectively, and thresholds for impacts are determined in the same method as the project-level analysis using ICU increase of 0.010 or greater at an intersection currently operating at LOS E or F. Table 3.28. Cumulative Projects Traffic Generation Forecast Related Project Description Daily Sunday Peak Hour Enter Exit Total 1. Wintersburg Presbyterian Church 331 20 16 36 2. Torres Medical Office 9 2 1 3 3. Rite Aid/Walgreens 1,396 62 62 124 4. Compassion Meditation Center 408 25 20 44 5. The Academy Charter High School 113 5 9 14 6. Dayton Commercial Center 184 11 12 23 7. Downtown Artists' Lofts 111 77 4 4 7 Cumulative Projects Trips Generation 2,519 128 123 252 1 Source: City of Costa Mesa (i.e., The Academy Charter High School Transportation Impact Analysis prepared by Fehr & Peers, May 2012). 2 No daily trip rate is available for ITE Code 881 for Sunday so the average weekday daily rate is used. Source: (Appendix D). Near-Term Cumulative Traffic Conditions - 2014 Baseline traffic conditions in the near-term 2014 scenario are comprised of existing traffic conditions, ambient growth, and traffic generated by the cumulative projects (listed in Table 3-26) within the cumulative study area. As shown in Table 3-29, intersection operations would not exceed the minimum acceptable LOS without or with the project in the year 2014. As a result, the proposed project would not contribute to any cumulative impacts on intersections in the near-term 2014 condition. Table 3-29. Year 2014 Peak Hour Intersection Capacity Analysis Minimum Without Project With Project Significant Impact Acceptable Key Intersection LOS V/Cl LOS V/Cl LOS Increase Yes/No Fairview Street at First Street D 0.639 B 0.641 B 0.002 No Sullivan Street at First Street Fairview Street at Willits Sullivan Street at Willits Street Fairview Sweet at McFadden Avenue The Bat Nha Buddhist Meditation center Initial Study/Miligated Negative Declaration D 0.475 A 0.489 A 0.014 No D 0.443 A 0.463 A 0.020 No D 0.349 A 0.374 A 0.025 No D 0.684 B 0.691 B 0.007 No 3-105 June 2013 ICE 00215.12 31 C-161