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L , <br /> though traffic generation may be reduced under this alternative, impacts under this alternative <br /> would be similar to those of the proposed Project. (DEIR,p. 7-10.) <br /> While transportation impacts could be reduced under the Reduced Size alternative, this <br /> alternative leaves open the possibility of future development at the Project site, as the EIR <br /> assumed only 5.84 acres of the Project site would be developed. The analysis submitted by Omni <br /> Means notes that if the remainder of the land is also developed as a reduced size travel stop, then <br /> the resulting trip generation would be the same as the base condition and all intersections would <br /> operate at the same LOS as disclosed in the EIR. (Omni Means Technical Memo, p. 3.) If the <br /> remaining land were developed with retail uses allowed under C-FS zoning, trip generation <br /> would be increased by approximately 150% as compared to what would occur under the Project. <br /> Under this potential scenario, the additional trip generation would result in significant <br /> deterioration in intersection LOS conditions as LOS conditions under the Project. (Omni Means <br /> Technical Memo,p.4.) <br /> Air Quality <br /> This alternative, by reducing the amount of traffic, would potentially reduce the amounts of air <br /> pollutant emissions that would be generated by the Project, particularly NOx emissions. In <br /> addition, diesel particulate matter emissions would be reduced, along with health risks associated <br /> with these emissions. ROG,NOx and PM10 emissions under this alternative would be below the <br /> SJVAPCD significance thresholds. (DEIR, p. 7-10.) As noted above, the DEIR assumed only <br /> 5.84 acres of the site would be developed under this alternative. Any air quality reductions based <br /> on a lower trip generation would not be realized if the entire 11.68 acre site is developed in the <br /> long term. <br /> 3. Feasibility of Alternative 2 <br /> Though traffic generation may be reduced under this alternative, traffic impacts under this <br /> alternative would be similar to those of the proposed Project. In particular, as with the proposed <br /> Project, the ramp junction impacts for this alternative would be significant and unavoidable <br /> under both existing and cumulative conditions. In the long term, moreover, full development of <br /> the site may eliminate any environmental advantages offered by this alternative. Furthermore, by <br /> substantially reducing the total proposed building square footage, this alternative would create a <br /> much smaller project that would be considered less of a draw to regional travelers. This would <br /> directly conflict with the objectives of developing a property of sufficient size to accommodate a, <br /> truck and auto fuel dispensing area, emergency tire repair and replacement services, convenience <br /> store, and fast-food restaurant to create a regional travel stop. (DEIR,p. 7-10.) <br /> In addition, this Alternative would not be economically feasible for the Applicant. The technical <br /> memorandum submitted by EPS notes that the Applicant specifically chose the location of the <br /> proposed Project to fill a coverage gap in the corridor for its trucking customer base. The <br /> proposed Project would serve to fill a gap between the Applicant's Santa Nella and Coming <br /> travel stop locations. (EPS Technical Memo, p_ 2.) Further, based on Love's experience in <br /> developing similar truck stops,the Project site will be developed with a focus on accommodating <br /> trucking customers. To accommodate them, the site must be configured to allow trucks to safely <br /> maneuver around the site and park. Love's considered alternative configurations to reduce the <br /> Love's Travel Stops Project is Findings of Fact and <br /> Statement of Overriding Considerations <br />