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Buc-ee’s – Efland, NC <br /> <br />ii <br />LIST OF TABLES <br /> <br />Table No. Title Page No. <br />Table 3.1 Trip Generation Data (Trips per Pump) - User-Specific Data ................................ 6 <br />Table 3.2 Traffic Generation (Vehicles) - West Orange Site .................................................. 6 <br />Table 6.0 Level-of-Service Control Delay Thresholds ......................................................... 18 <br />Table 6.1 US-70 - Efland-Cedar Grove Road ....................................................................... 20 <br />Table 6.2 Mt. Willing Road - Forrest Avenue ...................................................................... 21 <br />Table 6.3 Mt. Willing Road - I-40 WB Ramps ..................................................................... 22 <br />Table 6.4 Mt. Willing Road - I-40 EB Ramps ...................................................................... 23 <br />Table 6.5 US-70/I-40 Connector - I-40 EB Ramps ............................................................... 24 <br />Table 6.6 US-70/I-40 Connector - I-40 WB Ramps ............................................................. 25 <br />Table 6.7 US-70/I-40 Connector - Ben Johnston Road/Site Driveway ................................ 26 <br />Table 6.8 I-40 WB Service Road - East RI/RO Site Driveway ............................................ 27 <br />Table 6.9 I-40 WB Service Road - East RI/RO Site Driveway ............................................ 28 <br />Table 7.1 Weaving Level-of-Service Summary .................................................................... 30 <br /> <br /> <br /> <br />LIST OF FIGURES <br /> <br />Figure No. Title Page No. <br />Figure 2.1 Site Location ........................................................................................................... 3 <br />Figure 2.2 Site Plan .................................................................................................................. 4 <br />Figure 2.3 Existing Roadway Laneage ..................................................................................... 5 <br />Figure 4.1 Site Traffic Distribution and Percent Assignment ................................................. 9 <br />Figure 5.1 Existing & Projected (2022) Background AM Peak Hour Traffic Volumes ........ 12 <br />Figure 5.2 Existing & Projected (2022) Background PM Peak Hour Traffic Volumes ......... 13 <br />Figure 5.3 Existing & Projected (2022) Background Saturday Peak Hour Traffic Volumes 14 <br />Figure 5.4 Projected (2022) Build-out AM Peak Hour Traffic Volumes ............................... 15 <br />Figure 5.5 Projected (2022) Build-out PM Peak Hour Traffic Volumes .............................. 16 <br />Figure 5.6 Projected (2022) Build-out Saturday Peak Hour Traffic Volumes ...................... 17 <br />Figure 8.1 Recommended Roadway Laneage ........................................................................ 33 <br /> <br />121