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1 <br />' TABLE 2.3 ESTIMATED SITE PEAK HOUR VOLUMES AND DISTRIBUTION <br /> <br />1 <br /> <br />1 <br /> <br /> <br />1 <br />1 <br />t <br />1 <br />1 <br />1 <br />TIME EMPLOYEE <br />TRIPS MISCEL- <br />LANEOUS <br />TRIPS TRUCK <br />TRIPS EMPLO\'EE & <br />MISCELLANEOUS TRIP <br />DISTRIBUTION TRUCK DISTRIBUTION <br /> CR 7 CR 36 CR 7 CR 36 <br />6:00 AM 20 0 10 10 0 0 <br />7:00 AM 17 8 9 <br />8:00 AM 2 17 I I 9 8 <br />9:00 AM 2 22 1 1 ll II <br />10:00 AM 22 l l I 1 <br />II:OOAM 22 II II <br />12:00 AM ~2 I I I I <br />I :00 PM 2 22 I I 1 1 I I <br />x:00 PM 2 22 I I 11 I I <br />3:00 PM 17 8 9 <br />4:00 PM 17 9 8 <br />5:00 PM 17 8 9 <br />6:00 PM 20 0 0 0 <br />TOTAL 40 8 217 14 14 108 108 <br />The peak hourly volumes for the Background traffic aze estimated at 10% of the average daily <br />traffic volumes which results in Background volumes of 19 trips on CR 7 and 24 trips on CR 36 <br />in 1996; and 24 trips on CR 7 and 29 trips on CR 36 in 2006. Adding these hourly trips to the <br />peak hourly trips generated by the site results in a relatively low estimated peak hourly volume <br />such that the Level of Service or average travel speed, percent time delay and roadway capacity <br />utilization should not be significantly changed or adversely impacted. <br />3.0 Sight Distance and Turning Movement <br />' The two proposed site access locations have been reviewed for sight distance length and turning <br />movement to assure safe and efficient operation of vehiculaz traffic on CR 7 and CR 36. <br />1 3.1 CR 7 <br />' The access location on CR 7 is proposed to be located 75' South of the North property line <br />approximately '/z mile North of CR 36. This access width is proposed to be a minimum 24' wide <br />with 60' turning radii. These radii exceed the Simple Curve Radius With Taper criteria for all <br />1 <br />1 <br />