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Conclusion <br /> <br />The proposed Rigsbee Subdivision development was reviewed to determine the trip generation <br />potential for the site, the need for turn lanes into the proposed driveway, and expected capacity <br />analysis at the proposed driveway. Per NCDOT and the County’s requirements, the proposed <br />development trips do not meet the thresholds to perform a TIA. Based on the NCDOT turn lane <br />warrant methodology, turn lanes were not warranted for the proposed driveway along NC 54. <br />Additionally, capacity analysis indicates that the proposed driveway is expected to operate at <br />acceptable levels of service with minimal queueing. <br /> <br />If you have any questions or concerns, please do not hesitate to contact me. <br /> <br />Sincerely, <br />Bolton & Menk, Inc. <br /> <br /> 4/10/2025 <br /> <br />Joshua Reinke, PE <br />Traffic Project Manager <br /> <br />Attachment: Preliminary Site Plan <br /> Build Peak Hour Traffic Figure <br /> Count Data <br /> Turn Lane Warrant Chart <br /> Synchro Capacity Analysis Reports <br /> SimTraffic Queueing Reports <br /> <br />73