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the existing street network and existing land uses plus approved development <br />projects. Using the Stoneridge Drive Extension, EZ Charro Rd., and East Pleasanton <br />land uses in t1~e analysis is considered a "build-out" or General Plan level analysis, <br />1NhICh is conducted with the General Plan Update and with annual traffic baseline <br />reports. The traffic analysis conducted with the General Plan Update indicates, <br />however, that the Stoneridge Dr. Extension would reduce traffic volumes on Valley <br />Ave. <br />• Clarify what the implication to the level of service (LOS) at the Santa Rita/Valley <br />intersection with the new Home Depot with and without the triple southbound left <br />turn lane from southbound Santa Rita Rd. to eastbound Valley Ave. added. If the <br />Johnson Dr. Home Depot is closed, what would the LOS be at that intersection, with <br />and without the triple left turn lane? <br />The original Home Depot Ti^affic Report was completed in July of 2006. The triple <br />southbound left ~1~as identified as a necessary mitigation to bring the intersection to <br />LOS D, and was included in all traffic model runs. The supplemental report also <br />includes Santa Rita @ Valley with a triple sout7~bound left turn. The table below <br />shows the levels of service with the various Home Depot scenarios. <br />Santa Rita @ Valley LOS <br />Santa Rita @ Valley LOS 1 wblt + 2 stilt <br />AM delay PM delay with 2 wblt <br />,9M del PM delay with 2 wblt + 3 stilt <br />AM del ~ PM delay <br />Existing + ap roved D 43.8 F 96.4 D 37.1 F 90.4 C 34.9 D 53.0 <br />Existing + approved + Staple D 45.5 F 97.6 D 37.6 F 91.5 D 35.1 D S3.S <br />Existing + approved + Stanley <br />- .Iolvnson <br />D <br />46.7 <br />F <br />98.4 <br />D <br />38.3 <br />F <br />92. S <br />D <br />3S. 7 <br />D <br />S4. S <br />• What is the alternate mitigation for that intersection? <br />The original Honze Depot Ti^affic Report (July 2006) used the 2003 traffic model. <br />The 2006 traffic model shows a loN~er and more accurate southbound left turn <br />volume;, however, the intersection continues to perform at sub LOS D until the <br />mitigations in the General Plan are constructed. An appropriate mitigation to return <br />this intersection to LOS D remains the triple southbound left turn for existing <br />+approved. <br />• What is the incremental weekend traffic impact, especially during the summer, with <br />and without the Shadow Cliffs water slide expansion? Weekend traffic analysis is <br />needed. <br />The weekend traffic analysis, 11~ith/without California Splash and with/ivithout the <br />Johnson DT^ive store, shows little difference among these scenarios. Refer to the <br />Supplemental Ti^affic Analysis for details. <br />