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L. <br /> EXECUTIVE SUMMARY (Continued) <br /> The Caltrans (nude for the Preparation of Traffic Impact Studies indicates that Caltrans endeavors to <br /> maintain a target level of service at the transition between LOS C and LOS D. <br /> At unsignalized intersections, a traffic impact would be considered "adverse but not significant' if <br /> the LOS standard is exceeded but the projected traffic does not satisfy traffic signal warrants. Under <br /> �- these conditions,the only means to completely alleviate delays to stop-controlled vehicles may be to <br /> install a traffic signal. However, the unsatisfied signal warrants would imply that the reduction in <br /> delay for the stop-controlled vehicles may not justify the new delays that would be incurred by the <br /> major street traffic (which at two-way stop-controlled intersections is not currently required to stop). <br /> Under these circumstances, installation of a signal would not be recommended and the substandard <br /> LOS for stop-controlled vehicles would be considered an"adverse but not significant'impact. <br /> .. With respect to pavement impacts, an impact to the existing pavement structural section may be <br /> recognized if the Project will increase the traffic index by an amount of 1.0 or more. The traffic <br /> y index is discussed in more detail in a later section of this report. <br /> Generally-accepted traffic engineering principles and methods were employed to estimate the <br /> amount of traffic expected to be generated by the Project and to analyze the traffic conditions <br /> v expected to exist in the future. The conclusion of this traffic impact study is that the existing road <br /> network can be mitigated to accommodate the proposed development for opening-year and <br /> cumulative conditions. The conclusions and recommendations for each study intersection and road <br /> Lr segment are presented below. <br /> Intersection of SR 33 and I-5 Southbound Ramps <br /> 4 The intersection is currently operating at acceptable levels of service and is expected to continue to <br /> operate at acceptable levels of service based on the near-term without-Project conditions. Haul <br /> Route 1 is not expected to create opening-day significant impacts. However, Haul Route 3 is <br /> ;r expected to result in an opening-day impact that would require mitigation. <br /> _ The intersection is expected to operate at a level of service E in the year 2025 even without the <br /> proposed Project. Haul Route 1 is not expected to create additional significant impacts in the year <br /> 6. 2025. However, Haul Route 3 would exacerbate the cumulative year 2025 impacts to a level of <br /> service F. <br /> L To mitigate the impacts created by Haul Route 3 on opening day the Project may be conditioned to <br /> operate at a maximum annual production of 1.9 million tons while Haul Route 3 is in operation. If <br /> the Project is limited to 1.9 million tons per year, the near-term with Project level of service will be <br /> C and no significant impacts will occur. To mitigate significant impacts in the cumulative <br /> conditions, the Project may be conditioned to eliminate Haul Route 3 after the pending construction <br /> of the Bird Road/SR 132 interchange,at which time only Haul Route I would be allowable. <br /> L Intersection of SR 33 and I-5 Northbound Ramps <br /> The intersection is currently operating at acceptable levels of service and is expected to continue to <br /> operate at acceptable levels of service based on the near-term without-Project conditions. Haul <br /> " Routes 1 and 3 are not expected to create opening-day significant impacts. <br /> The intersection is expected to operate at acceptable levels of service in the year 2025 without the <br /> proposed Project. Haul Route 1 is not expected to create additional significant impacts in the year <br /> 2025. However, Haul Route 3 would create an unacceptable cumulative year 2025 level of service. <br /> i <br /> L <br /> L <br />