Laserfiche WebLink
v c_) K <br /> Potential Potential c <br /> v o <br /> Significance Significance xi <br /> Without Mitigation With N a <br /> Impacts Mitigation Mitigation Measures Responsibility Mitigation �, o <br /> 0 0 <br /> Impact 7-5: Project Impact on U.S. 101 LS Mitigation 7-5. The mitigation is not required. NA NA .A n <br /> Southbound Mixed-Flow Lanes,Whipple Avenue 74 <br /> '< <br /> to Woodside Road Segment--PM Peak Hour. The <br /> impact would be less-than-significant. <br /> Impact 7-6: Project Impact on Eastbound SR 84, LS Mitigation 7-6. The mitigation is not required. NA NA <br /> Willow Road to University Avenue and University <br /> Avenue to the County Line Segments--PM Peak <br /> Hour. The impact would be less-than-significant. <br /> Impact 7-7: Transit Accessibility Impact. The LS Mitigation 7-7. The mitigation is not required. NA NA <br /> impact would be less-than-significant. <br /> Impact 7-8: Project Pedestrian Accessibility LS Mitigation 7-8. The mitigation is not required. NA NA <br /> Impacts. The impact would be less-than-significant. <br /> Impact 7-9: Bicycle Accessibility Impact.The LS Mitigation 7-9. The mitigation is not required. NA NA <br /> impact would be less-than-significant. <br /> Impact 7-10: Project Condition Emergency LS Mitigation 7-10. The mitigation is not required for NA NA <br /> Access Impact. The impact would be less-than- emergency access. <br /> significant. <br /> Secondary Impact 7-10A: Project-Related S Secondary Mitigation 7-10A. To mitigate project- City,Applicant LS <br /> Secondary Impact of the Blomquist Extension on related secondary traffic impacts at the Blomquist <br /> the Blomquist Street/Maple Street Intersection. Street/Maple Street intersection: (a)the intersection <br /> The Blomquist Street Extension is assumed to be shall be four-way stop-controlled; and (b)the <br /> completed under the Cumulative Conditions(year northbound approach shall be widened to include a <br /> 2020)traffic scenario. With completion of the dedicated left turn lane and a shared through/right- <br /> Extension, the Blomquist Street/Maple Street turn lane. With these improvements,the intersection <br /> intersection would be expected to operate at LOS C is expected to operate at LOS C during the AM and <br /> (acceptable)conditions during the AM peak hour PM peak hours under Project Conditions. <br /> and LOS F (unacceptable)conditions during the PM <br /> xi <br /> peak hour under Background Conditions. With the Alternatively, install a traffic signal at the co <br /> addition of the project traffic, operations at the intersection. With signalization, the intersection is <br /> intersection would be expected to degrade to LOS D expected to operate at LOS B during the AM and PM o. <br /> (acceptable)conditions during the AM peak hour peak hours under Project Conditions. m D <br /> Di . <br /> S = Significant o i _ <br /> LS = Less than significant j 7/; <br /> SU = Significant unavoidable impact <br /> NA = Not applicable <br /> v <br /> T:I10695 Pete's Harbor EIR Addendumlrevised addendum no 21Table 1-1(10695-01).doc W <br />