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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2. Long John Silver's Seafood Restaurant - <br />PM peak hour traffic, 42 in, 37 out or <br />79 trips, 24-hour weekday traffic, 415 <br />in, 415 out. <br /> <br />3. Grocery Store - PM peak hour traffic, <br />148 in, 166 out or 314 trips; 24-hour <br />weekday traffic, 1,155 in, 1,155 out. <br /> <br />B. Traffic at the intersection of Silver Lake' <br />Road and County Road E presently operates at <br />about 72% of capacity. Traffic added by the <br />proposed development will raise the volumes <br />to about 74% of capacity. <br /> <br />C. Two-way traffic volumes on Windsor Court will <br />increase by about 230 vehicles during the PM <br />peak hour period. No appreciable change is <br />anticipated during the AM peak hour period <br />(the effects of the increase in traffic along <br />Windsor Court were not evaluated in the <br />Anderson report nor is there any data on ex- <br />isting Windsor Court traffic volumes) . <br /> <br />D. Traffic signal operation at the intersection <br />of Silver Lake Road and County Road E will <br />provide interruptions of the through traffic <br />and facilitate movement into and out of the <br />development driveways. <br /> <br />E. The traffic evaluation shows that the faci- <br />lities proposed generate daily traffic volumes <br />consistent with other commercial uses which <br />do not have particularly high peaking charac- <br />teristics that would significantly alter the <br /> <br />I <br />I <br /> <br />VI-4 <br />