31B - CUP - 1901 NORTH FAIRVIEW ST

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City of Santa Ana Environmental Checklist from vehicles attempting to shorten their trip through the neighborhood, and the majority of trips ultimately heading west on Westminster Avenue are anticipated to use the intersection of Fairview Street at 17th Street /Westminster Avenue. Based on the Phase 11 project trip assignment and shown in Table 3 -25, the project cut - through trips would not result in a significant impact on Huckleberry Road, Strawberry Lane, and Sydney Street because the daily volume increase would be less than 16 %. Table 3 -25. Neighborhood Daily Volume Change Notes: 1. These values represent the one -way outbound daily project generated trips based on a 50% reduction rate of the daily project trip estimates from the Trip Generation, 8th Edition (1TE 2008). Source: Felir & Peers, 2012 Additionally, to provide a conservative worst -case analysis, Phase II -only peak hour volumes were added to existing peak hour volumes to compare the percent change. Table 3 -26 summarizes the percent change in peak hour volumes from existing conditions with the addition of Phase 11 only traffic volumes. As shown in Table 3 -26, the project cut - through trips would have a less -than- significant impact on Huckleberry Road, Strawberry Lane, and Sydney Street because the increase in daily volumes is less than 6% in the AM peak hour and less than 3% in the PM peak hour along each roadway. Table 3 -26. Neighborhood Peak Hour Volume Change Daily Project Percent Neighborhood Generated Change Street ADT Trips' in ADT Huckleberry Road 495 11 2.2% Strawberry Lane 739 it 1.5% Sydney Street 762 22 2.8% Notes: 1. These values represent the one -way outbound daily project generated trips based on a 50% reduction rate of the daily project trip estimates from the Trip Generation, 8th Edition (1TE 2008). Source: Felir & Peers, 2012 Additionally, to provide a conservative worst -case analysis, Phase II -only peak hour volumes were added to existing peak hour volumes to compare the percent change. Table 3 -26 summarizes the percent change in peak hour volumes from existing conditions with the addition of Phase 11 only traffic volumes. As shown in Table 3 -26, the project cut - through trips would have a less -than- significant impact on Huckleberry Road, Strawberry Lane, and Sydney Street because the increase in daily volumes is less than 6% in the AM peak hour and less than 3% in the PM peak hour along each roadway. Table 3 -26. Neighborhood Peak Hour Volume Change The Academy Charter High School June 2012 Initial Study /Mitigated Negative Declaration 3 -97 ICF 00914.11 31 B -177 PM AM Percent Peak Percent AM Peak Hour Change in PM Hour Change in Peak Project AM Peak Peak Project PM Peak Neighborhood Hour Generated Hour Hour Generated Hour Street Volume Trips Volume Volume Trips Volume Huckleberry Road 34 2 5.6% 54 1 1.8% Strawberry Lane S9 2 3.3% 68 1 1.4% Sydney Street 64 4 5.9% 84 2 2.3% Source: Fehr & Peers, 2012 The Academy Charter High School June 2012 Initial Study /Mitigated Negative Declaration 3 -97 ICF 00914.11 31 B -177