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Project. The Project in its current form, moreover, reflects the landowner's considered judgment <br /> regarding how to develop its property in light of the realities of the marketplace. The Board <br /> believes it is appropriate to give some weight to this judgment. (See Laurel Hills Homeowners <br /> Assn. v. City Council (1978) 83 Ca1.App.3d 515, 521 (Laurel Hills) (a "public agency may <br /> approve a developers choice of a project once its significant adverse effects have been reduced <br /> to an acceptable level—that is, all avoidable damage has been eliminated and that which remains <br /> is otherwise acceptable").) <br /> Alternative 2:Reduced Project Size <br /> 1. Description <br /> This alternative considers potential changes in the Project uses related to its size. The Reduced <br /> Project Size alternative is defined as development of a truck stop that is half the size of the <br /> proposed Project. Specifically, the alternative proposes a truck stop with 12 available fuel <br /> dispensing pumps—four for trucks and eight for passenger cars. The convenience store would <br /> be reduced in size to 3,850 square feet, and the attached fast-food restaurant would be 1,500 <br /> square feet. The maintenance building and the storage building would also be reduced by half. <br /> (DEIR, p. 7-9.) <br /> 2. Analysis of Alternative 2's Ability to Reduce Significant Project Impacts <br /> Adoption of Alternative 2 would not avoid the Project's significant and unavoidable impacts. <br /> Transportation <br /> This alternative would result in an approximately 50% reduction in trips generated by land use <br /> activities associated with the Project. Based on figures in the Kimley-Horn traffic analysis, this <br /> would mean half of the 4,532 new trips used to evaluate air quality impacts of the proposed <br /> Project, or 2,266 trips (see Table 1 of traffic analysis in Appendix B of this EIR). The total <br /> number of AM and PM peak hour trips would likewise be reduced by approximately 50%, as <br /> would new trips at site driveways and net new external trips. <br /> Although precise quantification is not available, it is expected that intersections operating at LOS <br /> D with the proposed Project under cumulative conditions would likely operate at a minimally <br /> acceptable LOS C under this alternative, due to reduced traffic generation. As indicated in the <br /> Project traffic analysis, however, LOS D and LOS F occurred under cumulative conditions with <br /> the proposed Project at the SR 12/North Thornton Road intersection during AM and PM peak <br /> hours, respectively. For the proposed Project, a mitigation measure requiring signal coordination <br /> at the three intersections studied in the traffic analysis was recommended. This same mitigation <br /> would apply under this alternative. Freeway ramp junctions would continue to operate at LOS D <br /> under both existing and cumulative conditions under this alternative and this alternative would <br /> contribute traffic to these unacceptable LOS. As any contribution of traffic to the tamp junctions <br /> operating at LOS D would be a significant impact, and because no feasible mitigation is <br /> available, as is the case for the proposed Project, the ramp junction impacts for this alternative <br /> would be significant and unavoidable under both existing and cumulative conditions. As such, <br /> Love's Travei Stops Project 17 Findings of Fact and <br /> Statement of overriding Considerations <br />