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Buc-ee’s Phase 2 – Efland, NC <br /> <br />ii <br />LIST OF TABLES <br /> <br />Table No. Title Page No. <br />Table 3.0 Trip Generation (Vehicles) - Buc-ee's Ph 2 ............................................................ 6 <br />Table 6.0 Level-of-Service Control Delay Thresholds ......................................................... 16 <br />Table 6.1 US-70 - Efland-Cedar Grove Road ....................................................................... 18 <br />Table 6.2 Mt. Willing Road - Forrest Avenue ...................................................................... 19 <br />Table 6.3 Mt. Willing Road - I-40 WB Ramps ..................................................................... 20 <br />Table 6.4 Mt. Willing Road - I-40 EB Ramps ...................................................................... 21 <br />Table 6.5 US-70/I-40 Connector - I-40 EB Ramps ............................................................... 22 <br />Table 6.6 US-70/I-40 Connector - I-40 WB Ramps ............................................................. 23 <br />Table 6.7 US-70/I-40 Connector - Ben Johnston Road/Site Driveway ................................ 24 <br />Table 6.8 I-40 WB Service Road - East RI/RO Site Driveway ............................................ 25 <br />Table 6.9 I-40 WB Service Road - East RI/RO Site Driveway ............................................ 26 <br />Table 6.10 Mt Willing Road - Site Driveway ......................................................................... 27 <br />Table 7.0 Weaving LOS Density Thresholds ....................................................................... 28 <br />Table 7.1 Weaving Level-of-Service Summary .................................................................... 29 <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 (2023) Background AM Peak Hour Traffic Volumes ........ 12 <br />Figure 5.2 Existing & Projected (2023) Background PM Peak Hour Traffic Volumes ......... 13 <br />Figure 5.3 Projected (2023) Build-out AM Peak Hour Traffic Volumes ............................... 14 <br />Figure 5.4 Projected (2023) Build-out PM Peak Hour Traffic Volumes ............................... 15 <br />Figure 8.1 Recommended Roadway Laneage ........................................................................ 32 <br /> <br />446