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4.Minor Revisions to the Draft Environmental Impact Report <br /> To mitigate the impacts created by Haul Route 3 on opening day,all-way stop control would be <br /> 6" reouired.However,all-way stop control should not be installed unless warrants are satisfied after <br /> the proposed project begins operating. Since Haul Route 3 is expected to be an interim altemate <br /> 60 route,it is unlikely that warrants for all-way stop control will be met on a long-tem basis. As an <br /> altemative to mitigating impacts at the intersection,the proposed project may be conditioned to <br /> operate at a maximum annual production of 1.33 million tons while Haul Route 3 is in operation. <br /> ` If the proposed project is limited to 1.33 million tons per year,the near-tem with-Project level of <br /> service will be C and no significant impacts will occur. <br /> To mitigate the cumulative 2025 impacts of Haul Route 3,all-way stop control will be required <br /> along with the construction of left-tum lanes on Welty Road and right-tum lanes on SR 33. As an <br /> altemative to mitigating cumulative year 2025 conditions,the proposed project may be <br /> �. conditioned to eliminate Haul Route 3 after the construction of the Bird Road/SR132 interchange, <br /> at which time only Haul Route 1 would be allowable. <br /> 11a. Additional analysis of the operating characteristics of the SR33/Welty Road intersection <br /> identified the following safety concems with Haul Route 3 through this intersection: <br /> .. Tuming Radius/Off Tracking Both double trailer aggregate trucks and tanker trucks were <br /> evaluated.The estimated wheel tracking pattems for both trucks taming right onto <br /> southbound Welty and northbound trucks turning left onto State Route 33 are shown in <br /> Figure 2 of the Peters Engineering memo dated May 28, 2008 (included in Appendix C of <br /> this FEIR) The double trailer truck has a more flexible taming radius than the tanker due to <br /> the intermediate hinge oint of the double aggregate trailers allowingfor or tighter tuming <br /> movements The analysis determined that the pavement was sufficient to allow for the truck <br /> tums at a speed of five miles per hour. The analysis also determined that the truck tires <br /> would extend to the edge of the existing pavements and would be required to cross over <br /> ` double yellow traffic stripes to make the turns. <br /> r <br /> Railroad Track Queuing The location of the limit line (stop bar)for northbound vehicles <br /> on Welty at State Route 33 relative to the railroad tracks allows for storage of one trek. <br /> Occurrences of more than one truck waiting to enter State Route 33 will create a queue <br /> ` which extends onto and which blocks the railroad tracks. Mitigation is provided below to <br /> minimize this hazard. <br /> ` Sight Distance Evaluation A site visit was performed on May 21, 2008 determined that the <br /> following horizontal sight distance constraints exist at the study intersection: <br /> Power poles in the southeast comer of the intersection block the visibility of northwest <br /> bound vehicles along State Route 33 for northbound vehicles on Welty attempting to enter <br /> the intersection. <br /> A tree approximately 230 feet southeast of Welty blocks the visibility of northwest bound <br /> vehicles along State Route 33 for northbound vehicles on Welty attempting to enter the <br /> r intersection. <br /> L <br /> Cemex Verrolis Quarry Mining and Reclamation PmjeG 4-35 ESA/203015 <br /> Final Environmental Impact Report June 2008 <br />