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I C) 5.6 Traffic and Transportation �R A traffic study and analysis was performed by a licensed civil engineer to evaluate the flow patterns and traffic levels associated with the intersection of Brandt Road and Clements Road. See Figure 6 for location of traffic study in relationship to the KRC Aggregate, Inc. facilities and reserve location. A complete copy of the traffic survey is located in Appendix 11.3 of this application. Omni Means Engineers and Planners surveyed the traffic on b November 10, 1993, a peak loading day for KRC Aggregate, Inc. KRC has listed all of the truck loads and tonnages for the tenth day of each month in 1993 . This should represent an aver- age for yearly traffic flows. Loads Tons January 10, 1993 0 0 February 10, 1993 22 436. 41 March 10, 1993 47 1, 088.75 April 10, 1993 14 345.23 May 10, 1993 127 3 , 064. 05 June 10, 1993 82 1, 779-26 July 10, 1993 20 485. 34 i August 10, 1993 82 1,961.38 I September 10, 1993 106 1, 039 .62 October 10, 1993 0 0 November 10, 1993 155 3, 865.92 December 10, 1993 17 2, 386.53 672 16,452 .49 I 672 = 12 = 56 average loads per day 16,452 .49 _ 12 = 1, 371. 04 average tons per day KRC Aggregate's yearly average truck traffic was 56 truck loads per day. This fluctuates from no trucks to around 155 , trucks, as on November 10, 1993 . According to Omni Means traffic review and the County Public Works staff, the intersection at Brandt Road and Clements Road has a significant amount of surplus capacity with no plans for upgrading proposed through the year 2010. This follows the County's General Plan. KRC anticipates an average of 75 trucks per day with varia- tions from 0 trucks per day to as high as 160 trucks per day. No significant impacts or adverse environmental changes have resulted from the existing truck traffic, nor will any be caused by the permit extension. KRC Aggregate, Inc. 8 - April 1, 1994 Y