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Attachment 2 <br /> Proposed Access and Transportation Network Improvements <br /> The Project is proposing access from White Cross Road only. The following access improvements, as <br /> recommended in the submitted Transportation Impact Analysis (TIA), have been proposed: <br /> • White Cross Road at Site Driveway <br /> o Construct a full-movement site driveway with one ingress lane and one egress lane <br /> o Construct a southbound right-turn lane with 100 feet of storage and appropriate taper on <br /> White Cross Road <br /> Summary of Transportation Information <br /> Existing Roadway Characteristics <br /> Affected Roadway White Cross Road NC 54 <br /> Type of Roadway Two-lane undivided local Two-lane undivided with <br /> without turn lanes turn lanes <br /> Current Roadway White Cross at Site NC 54 at White Cross <br /> Capacity Driveway— LOS A unchanged LOS —A to E <br /> Latest Traffic Volume 1,200 (2021 AADT) 9,600 (2021 AADT) <br /> Traffic Generation <br /> Number of Trips Expected to be Generated by 694 Total Daily <br /> Proposed Project 31 Total AM Peak <br /> 83 Total PM Peak <br /> LOS (Level of Service) Descriptions (source: 'orth Carolina Department of Transport ) <br /> LOS A: Describes free-flow operations. Free Flow Speed (FFS) prevails and vehicles are almost <br /> completely unimpeded in their ability to maneuver within the traffic stream. The effects of incidents or point <br /> breakdowns are easily absorbed. <br /> LOS B: Represents reasonably free-flow operations, and Free Flow Speed (FFS) is maintained. The ability <br /> to maneuver within the traffic stream is only slightly restricted, and the general level of physical and <br /> psychological comfort provided to drivers is still high. The effects of minor incidents and point breakdowns <br /> are still easily absorbed. <br /> LOS C: Provides for flow with speeds near the FFS. Freedom to maneuver within the traffic stream is <br /> noticeably restricted, and lane changes require more care and vigilance on the part of the driver. Minor <br /> incidents may still be absorbed, but the local deterioration in service quality will be significant. Queues may <br /> be expected to form behind any significant blockages. <br /> LOS D: The level at which speeds begin to decline with increasing flows, with density increasing more <br /> quickly. Freedom to maneuver within the traffic stream is seriously limited and drivers experience reduced <br /> physical and psychological comfort levels. Even minor incidents can be expected to create queuing, <br /> because the traffic stream has little space to absorb disruptions. <br /> LOS E: Describes operation at capacity. Operations at this level are highly volatile because there are <br /> virtually no usable gaps within the traffic stream, leaving little room to maneuver within the traffic stream. <br /> 6 <br />