Orange County NC Website
Browse       Search
Page 3 <br />kimley-horn.com 300 Morris Street, Suite 200, Durham, NC 27701 919 682 3583 <br />As noted previously, internal capture includes capture with the proposed Buc-ee’s site to account <br />for the significant volume of trips anticipated with the commercial uses. Based on the proposed <br />approach and assumption that all peak hours for the proposed commercial uses will occur <br />concurrently, the analysis presented herein is anticipated to be extremely conservative, likely <br />overestimating actual traffic impact. <br />Trip generation calculations for Phase 2 is shown in Table 2 below. <br />Table 2 <br />Traffic Generation (Vehicles)–Phase 2 <br />Land Use Intensity <br />AM Peak <br />Hour <br />PM Peak <br />Hour <br />Saturday <br />Peak Hour <br />In Out In Out In Out <br />General Light <br />Industrial 150,000 s.f.53 7 6 43 18 17 <br />Hotel 120 rooms 32 23 33 31 49 38 <br />Medical Office <br />Building 8,000 s.f.19 5 8 21 14 11 <br />Specialty Retail 30,000 s.f.16 10 41 52 66 66 <br />Drive-In Bank 3,500 s.f.19 14 36 36 17 16 <br />Fast Casual <br />Restaurant 12,000 s.f.17 8 94 76 <br />183 175High-Turnover Sit- <br />Down Restaurant 20,000 s.f.109 90 121 74 <br />Phase 2 Gross Trips Subtotal 265 157 339 333 347 323 <br />Total Internal Capture (Phase 1 + <br />Phase 2)109 109 181 181 182 182 <br />Phase 2 Pass-by Traffic 4 3 52 39 75 68 <br />Phase 2 Net New External Trips 152 45 106 113 90 73 <br />As shown in Table 2, when accounting for the 10% increase in Phase 1 site trips from the original <br />TIA, Phase 2 would be expected to generate 197 AM peak hour trips and 219 PM peak hour trips <br />on a typical weekday and 313 trips during the Saturday peak hour. <br />Trip Distribution and Assignment <br />Overall distributions were obtained from the original analyses and were not modified as part of this <br />addendum.Figure 1 shows the trip distribution and percent assignment for trips in Phase 1, which <br />assumes 47% of those trips oriented from the west on I-40. With the site driveway connection to <br />Mt. Willing Road proposed in Phase 2, 37% of Phase 1 trips anticipated from the west were <br />assumed to divert to the Willing Road site driveway. This diversion of Buc-ee’s trips in Phase 2 is <br />shown on Figure 2.Figure 3 shows the site trip distribution and percent assignment for Phase 2 <br />uses. <br />696