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Administrative Draft Environmental Impact Report Gill Medical Center Project Compared to Existing Conditions, the project-related increase in volumes at each of the three above intersections would not be greater than five percent. Therefore, based on criteria presented in the above General Plan Policy Consistency Criteria section, the project-related inconsistency with road segment General Plan policies is considered less than significant. No improvements are required. It should be noted that while no project-related improvements are required for these road segments under Existing Plus Phase 1 conditions, as shown in Table 4.19-7, implementation of recommended improvements for Existing Conditions on these three road segments would result in the following. On the Eight Mile Road West of Lower Sacramento Road Segment implementation of recommended improvements for Existing Conditions would result in this roadway segment operating at LOS A. LOS A is considered acceptable. This improvement is included in the City of Stockton PFF program (City of Stockton 2004b), and the San Joaquin County RTIF program (San Joaquin Council of Governments 2018). On the Lower Sacramento Road South of Eight Mile Road Segment implementation of recommended improvements for Existing Conditions would result in this roadway segment operating at LOS A. LOS A is considered acceptable. This improvement is included in the City of Stockton PFF program, and the San Joaquin County RTIF program. On the Eight Mile Road Between Lower Sacramento Road and West Lane implementation of recommended improvements for Existing Conditions would result in this roadway segment operating at LOS A. LOS A is considered acceptable. This improvement is included in the City of Stockton PFF program. Table 4.19-7.Roadway Segment Level of Service-Existing Plus Phase 1 With Recommended Improvements Roadway Segment Number of Lanes Daily Volume Level of Service Eight Mile road West of Lower Sacramento Road 4 19,137 A Lower Sacramento Road South of Eight Mile Road 4 16,191 A Eight Mile Road Lower Sacramento Road to West Lane 4 22,254 A Notes: Improvements are those recommended for Existing Conditions,not for Existing Plus Phase 1 conditions,and are shown for information only.No improvement are required due to Phase 1 project-related changes. Ramp Junction Levels of Service Table 4.19-8 presents LOS on each study rampjunction under Existing Plus Phase 1 conditions. Traffic volumes at these ramp junctions under Existing Plus Phase 1 conditions would be generally higher than under Existing Conditions. Under Existing Plus Phase 1 conditions, LOS at all four study rampjunctions would be at acceptable LOS C or better and related impacts are less than significant. No improvements are needed at these ramp junctions to achieve acceptable LOS. Transportation 4.19-29 October 2021