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r <br /> y <br /> Table 1 <br /> Project Trip Generation Summary <br /> PM PM <br /> Daily Peak Peak PM Peak Hour <br /> Square Trip Daily Hour Hour Percent Trips <br /> Feet Rate Trips % Trips In Out In Out <br /> 374, 735 279 10444 10 1044 25 75 261 783 <br /> 10000 <br /> Source: TJKM <br /> June, 1986 <br /> In summary, during the PM peak hour it is probable <br /> that there will be a little over 1 , 000 trips <br /> entering in and leaving the project site. This is <br /> a significant traffic impact. <br /> Trip generation totals for cumulative development <br /> as estimated in the Auto Center Envirommnal Impact <br /> Re�ortt were used for analysis . Some of the <br /> nu--- mbers were corrected, as directed by the <br /> Stockton Public Works Department, to reflect a <br /> more accurate land use description for the <br /> vicinity of the project <br /> Twelve intersections were studied and volume- <br /> to-capacity (V/C) and Levels of Service (LOS ) for <br /> existing traffic were compared to project traftic <br /> and cumulative traffic. The results are shown in <br /> Table 2. <br /> 20 <br />