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Traffic- Impact Report. 11 <br /> February 24, 1986 1 9 <br /> Page- Two <br /> Trip Generation: • <br /> According. to the Institute of Traffic Engineer's Trip <br /> Generation Report,. e single- family housing unit will produce 10 <br /> daily trip endings. <br /> This single. family subdivision has 78 uni,ta- which will. - <br /> generate approximately 7801 total average trip ends• per day. <br /> Table I provides the resulting trip ends for' this project <br /> for average. daily traffic conditions: for A.M. and P.M. peak <br /> conditions. Under full development, the subdivision will. have <br /> 390 tripe:. to. the site and 390 trips away Eros the site on a <br /> typical weekday. The- A.M. peak hour traffic will be 23 trips: to <br /> the site, and 46 trips. away from. the sites. The.P.M. peak hour <br /> traffic will be 46- trips to the- site, and 23 tripe away from the <br /> site.: Trip. generation ia• summarized in Table I below. <br /> TABLE I <br /> Trip: Generation Summary <br /> . 24-hour 7._00-9:00: A..M.. 4:00-6:00• P.n. <br /> Two-way Peak Hours Peak Hours <br /> Volume Enter Exit Enter . Exit <br /> 780 23 46- 46 23 <br /> Work Locations: <br /> The main. patterns- for individuals traveling to work loca- <br /> tions would be leaving the development and going. either right. or <br /> left on Homestead Road. Left would be work locations in Chapel <br /> Hill by way of NC 86 or the Triangle by 1-40. -Right would be to <br /> Carrboro or Hillsborough by using Old NC- 86. <br /> Site location and surrounding streets: <br /> The site is located on Homestead Road between NC 86 and Old <br /> NC 86. It is 1_3 miles frcm NC 86 and 2.5 miles from Old NC 86. <br /> Other streets in• the_ axea: are- High. School Road, Rogers. Road, and <br /> Sewall Road. <br />