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4 <br /> I <br /> EXECUTIVE SUMMARY (Continued) <br /> Intersection of SR 132 and Vemalis Road (Connector to SR 33) <br /> ►. The analyses indicate that the intersection is currently operating at a level of service F. The existing <br /> substandard level of service is primarily a result of the difficulty experienced by vehicles attempting <br /> to tum left across traffic on SR 132. The proposed haul routes do not propose left turns at the <br /> �- intersection. Haul Route 1 will result only in additional through movements on SR 132 and Haul <br /> Route 3 will result only in right-turn movements and through movements at the intersection. <br /> Therefore,Project-specific significant impacts are not identified. <br /> Intersection of Welty Road and SR 132 <br /> The analyses indicate that the intersection is currently operating at a level of service F. The existing <br /> L. substandard level of service is primarily a result of the difficulty experienced by vehicles attempting <br /> to tum left across traffic on SR 132. Haul Route 1 will result only in additional through movements <br /> on SR 132 and Haul Route 3 will result only in right-turn movements and through movements at the <br /> �.. intersection. 'Therefore,Project-specific significant impacts are not identified. <br /> Intersection of McCracken Road and SR 132 <br /> The analyses indicate that the intersection is currently operating at a level of service F. The existing <br /> substandard level of service is primarily a result of the difficulty experienced by vehicles attempting <br /> to turn left or proceed through across traffic on SR 132. The proposed Project will result only in <br /> additional through movements on SR 132. Therefore, Project-specific significant impacts are not <br /> identified. <br /> Intersection of Bird Road and Blewett Road <br /> r.. <br /> The analyses indicate that the intersection is currently operating at acceptable levels of service. <br /> However, the near-term Haul Route 1 analyses indicate that a combination of the proposed Project <br /> and the pending and approved projects will result in a level of service F during peak periods at the <br /> intersection. <br /> The intersection is expected to operate at a level of service E in the year 2025 even without the <br /> 6. proposed Project. Haul Route I would exacerbate the cumulative year 2025 impacts to a level of <br /> service F. <br /> To mitigate the impacts created by Haul Route 1 on opening day, a southbound left-tum lane is <br /> required. <br /> L It is anticipated that traffic signal warrants will be satisfied based on the year 2025 cumulative traffic <br /> volume forecasts. To mitigate the cumulative 2025 impacts of Haul Route 1, traffic signals may be <br /> installed in the future with a separate southbound left-tum lane and protected left-tum phasing. <br /> - Traffic signals should not be installed until such time as the observed traffic volumes indicate signals <br /> ` are warranted. The County should establish a fair-share or a fee program to fund the potential signal <br /> to ensure that it will be constructed, or the Project shall be conditioned to install the signals after <br /> warrants are satisfied. <br /> Haul Route 3 does not significantly impact the intersection. <br /> L <br /> L <br />