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34 <br /> Kimley>Morn White Cross Retail—Orange County, NC <br /> Executive Summary <br /> Kimley-Horn and Associates, Inc. has performed a Traffic Impact Analysis (TIA) for the <br /> proposed White Cross Retail development located in the southwest quadrant of the NC 54 — <br /> White Cross Road intersection in Orange County, North Carolina. As currently envisioned, the <br /> project will include approximately 11,000 square feet (SF) of retail space. Site access will be <br /> provided via one full-movement driveway on White Cross Road. Project build-out is anticipated <br /> in 2024. <br /> This report presents trip generation, distribution, traffic analyses, and recommendations for <br /> transportation improvements required to meet anticipated traffic demands in conjunction with the <br /> development. The traffic conditions studied include the existing traffic condition as well as the <br /> projected(2024)background and build-out traffic conditions. <br /> As shown in Table ES-1, the proposed development has the potential to generate 31 new trips in <br /> the AM peak hour and 83 new trips in the PM peak hour on a typical weekday. <br /> Table ES-1 <br /> ITE Traffic Generation Vehicles <br /> Land AM Peak Hour PM Peak Hour <br /> Use Land Use Intensity <br /> Code In Out In Out <br /> 822 Strip Retail Plaza (< 40k SF) 11,000 SF 18 13 41 42 <br /> Capacity analyses were performed using Synchro Version 11 software. Table ES-2 summarizes <br /> the operation of the study intersections in the AM and PM peak hours. <br /> Table ES-2 <br /> Level-of-Service Summary <br /> Condition AM Peak Hour PM Peak Hour <br /> LOS Dela LOS Dela <br /> NC 54—White Cross Road (Unsignalized) <br /> Existing(2022)Traffic NB—D(34.2) NB—D(31.6) <br /> WBL—B 10.6 WBL—A 8.2 <br /> Background(2024) Traffic NB—E(37.2) NB—D (34.1) <br /> WBL—B 10.7 WBL—A 8.3 <br /> Build-out(2024)Traffic NB—E(43.4) NB—E (48.3) <br /> WBL—B 10.9 WBL—A 8.4 <br /> White Cross Road—Site Driveway(Unsignalized) <br /> Build-out(2024)Traffic EB—A(9.6) EB—A(10.3) <br /> NBL—A(7.5) NBL—A(7.6) <br /> ES-1 <br />