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• <br /> Draft Supplemental Environmental Impact Report Page IV.H-6 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> Since the 2013 EIR was prepared, the following project was approved by the City of <br /> • Stockton: <br /> • Tidewater Crossing, located west of Highway 99 and north of French Camp Road, <br /> an 878-acre residential development with 2,365 dwelling units. This project has <br /> • not yet been constructed so is part of the cumulative development scenario. <br /> The cumulative effects of the project together with other existing, approved, and likely <br /> • development have been considered and discussed in detail in each of the various analyses <br /> • of Chapter IV. In summary, the following significant and unavoidable cumulative <br /> impacts were identified: <br /> • Eight study intersections are projected to operate at unacceptable conditions in <br /> the 2035 condition without any improvements. However, a large number of <br /> roadway and signalization improvements are required as mitigation or otherwise <br /> included in the other approved projects. These are summarized in the 2018 TIA. <br /> Implementation of these improvements would reduce the significantly impacted <br /> • intersections to the following: <br /> o SR 99 SB On-off Ramps &E. French Camp Rd., (AM and PM peak hours) <br /> o SR 99 Urban Interchange&Arch Rd. (AM and PM peak hours) <br /> • o SR 99 SB On-off Ramps &Mariposa Rd. (AM and PM peak hours) <br /> • o SR 99 NB On-off Ramps&Mariposa Rd. (PM peak hour) <br /> The project also would contribute to a cumulatively significant impact at the <br /> • Arch Road and Austin Road intersection, however mitigation measures <br /> • identified in this EIR would reduce that impact to a less-than0-significant level. <br /> e No mitigation measures are available that would reduce the impacts at these <br /> • intersections to a less than significant level. In the worst case, the 2018 expansion <br /> project's contributions to cumulative impacts at these four intersections, as <br /> defined by County policy, would be considerable, and would be a significant <br /> unavoidable impact. <br /> • The cumulative noise analysis found that the near-term and 2036 (based on 2035 <br /> traffic models)noise level increases attributed to increased traffic from other planned <br /> development and the increased project truck traffic would exceed the significance <br /> • criteria at many of the roadway segments (see Table IV.0-4 columns identified as <br /> "Change Existing + Project + Cum from Existing"; "Change 2035 Cum NP from <br /> Existing NP";and "Change 2035+Project from Existing NP"). The table shows that <br /> the noise levels would increase in 2036 by a significant amount (compared to the <br /> existing levels) before addition of the noise from the increased project truck traffic. <br /> • The additional truck traffic noise that would be associated with the proposed <br /> • project would further increase traffic noise and contribute to a significant <br /> cumulative noise impact. <br />