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HomeMy WebLinkAbout20091149 Ver 1_Meeting Minutes_20080723 NEPA/404 Agency Consultation Meeting TIP Project No._R4900 WBS No. 40224 Proposed Interchange at the Intersection of US 74/NC 130 (Andrew Jackson Highway) and NC 242 (Haynes Lennon Highway) Columbus County July 23, 2008 PDEA Conference Room Purpose of Meeting: The purpose of this meeting is to respond to the EPA's comments on the Federal Environmental Assessment (EA) and to determine whether or not this project needs to be put into the Merger process. Project Planning Engineer: Kristine O. Graham, P.E. (919)733-7844 extension 311 kograham@ncdot.gov V\ v\ 1 1. MERGER COORDINATION A project meeting was held on October 25, 2007 with NCDOT, DWQ, and USACE to discuss the wetland impacts on this project and to determine whether or not it needed to go into the Merger process. At this meeting, it was decided that NCDOT would need to get an Individual Permit because of the wetland impacts. However, both Richard Spencer and Rob Ridings agreed that there is no real need to put this project into Merger. There are no other major impacts on this project other than wetlands. Coordination between the agencies would be done at the public notice stage. II. PURPOSE & NEED A. Safe Improving safety at this intersection is the primary purpose of this project. From 2002 to 2005, there were eleven total crashes reported at this location, including eight angle crashes. From 2005 to 2008, there were thirteen crashes reported at this intersection, ten of which involved injuries. Not only is the US 74/NC 130 and NC 242 intersection included in the North Carolina Highway Safety Improvement Program (NCHSIP), it has the highest number of crashes and greatest severity index of all intersections on US 74 in both Columbus and Robeson Counties. The EPA requested that a comparison be made between crashes at this intersection and a statewide average for a similar facility. However, comparisons to a Statewide Crash Average are only available for individual sections of roadway. NCDOT does not collect this information at intersections. B. Ca ad Traffic forecasts were completed for the years 2005 and 2030. The traffic volume for US 74/NC 130 was approximated as 11,000 vehicles per day (vpd) in 2005 and is projected to increase to approximately 19,000 vpd in 2030. In 2005, NC 242 had a traffic volume of 1,200 vpd, while in 2030 the traffic was projected to increase to 2,100 vpd. The US 74/NC 130 and NC 242 intersection is the main intersection accessing the Town of Evergreen. By the year 2030, both the northbound and southbound shared left-tum, right- turn, and through movements will operate at LOS F. EPA feels that a full diamond interchange is not justified in terms of capacity and system efficiency. However, it should be noted that increased capacity is not the primary objective of this project. After the construction of the interchange, the traffic carrying capacity of this facility will be improved, as will the level of service, but this is merely a secondary benefit of improving the safety conditions of this roadway. EPA commented that no traffic comparisons to other intersections along US 74 were provided and therefore, the capacity analysis information included in the Environmental Assessment could not be considered as substantial justification for the project. In the full capacity analysis report, additional information on other intersections is included, however, given the nature of NCDOT's planning process, it would be highly inefficient and costly to perform a full capacity analysis on all intersections along the I-74 corridor when only the necessary immediate few are currently being addressed. Eventually, all intersections along this corridor will be either converted to interchanges, overpasses, or dead-ended, and at the appropriate time, capacity analyses will be performed. EPA was also unclear about the increases in traffic flow for this intersection as predicted in the traffic forecast. Given that NC 242 and US 74/NC 130 are separate types of facilities carrying different types of traffic, it is not prudent to compare the growth rates of their traffic flow. NC 242 will experience increases in traffic flow due to the influx of through traffic in this area, despite a general decline in local population rates. NC 242 and US 74/NC 130 will provide a major throughway to coastal areas to the southeast, including Brunswick and New Hanover Counties. C. Interstate Initiative US 74 is Strategic Highway Corridor #24. As part of the Strategic Highway Corridors initiative, US 74 is scheduled to be upgraded to interstate status. In order to meet the long-term goals set for this program, it is necessary to improve the existing conditions of this roadway so they will be in accordance with federal interstate standards. Though there are no projects currently denoted in the TIP to upgrade this section of US 74 to an interstate, it is still necessary to make improvements to the access points as funding becomes available. Because of funding constraints, it is unrealistic to assume that NCDOT could upgrade the entire corridor within the scope of one TIP project. Therefore, the scope of the I-74 project must be broken down into manageable sections. It is inevitable that the entire corridor will eventually become an Interstate route and will need to be upgraded sooner as opposed to later. III. ALTERNATIVES CONSIDERED The alternatives considered for this project consist of "no build", a standard diamond configuration interchange, and a modified diamond configuration interchange. Due to the significant number of wetland impacts that would occur as a result, the standard diamond configuration interchange alternative was dropped from further consideration early in the planning process. It was determined that the modified diamond configuration would minimize the impact to the wetlands located adjacent to the intersection without compromising the integrity of the design. EPA does not agree that changing the design footprint from a standard diamond to a modified diamond is substantiated avoidance and minimization. For this particular project, however, the modified diamond and standard diamond alternatives were the only reasonable and feasible alternatives that would meet the necessary design standards required by FHWA. Given that the need for safety improvements at this intersection was evident, no other intersections were considered under this TIP project. The EPA was concerned that no comparisons were made to other intersections in the vicinity, but the primary goal of this project was to reduce the number of collisions and injuries that occur at this particular intersection. Other locations for an interchange upgrade were not evaluated because their safety needs weren't as immediate. Additionally, NCDOT's planning process does not allow for a full-scale evaluation of several different projects sites to determine which one will be included in the TIP. EPA was also concerned as to why a full range of alternatives were not provided in the EA. Signalization would defeat the purpose of the US 74 facility, which is a freeway, and therefore requires nearly continuous movement in order to serve its intended function. Any other option, such as increased turning lanes or roadway improvements would merely be a temporary fix and would not solve the problem in the long run. IV. ENVIRONMENTAL IMPACTS Adverse impacts to the human and natural environment were minimized through the development of alternatives. As per federal, state, and NCDOT policy, appropriate measures were taken to reduce the impact of this project on the natural environment through avoidance, minimization, and mitigation. Due to the presence of these resources in all quadrants surrounding the US 74/NC 130 and NC 242 intersection, avoidance of the stream and wetlands is not possible. Efforts were made to minimize wetland impacts for this project by revising the standard diamond interchange to a modified diamond design. In addition, by putting the interchange loops inside of the ramps and eliminating the ramp in the southeast quadrant (Quadrant D), efforts were made to reduce impacts to the natural environment. Prior to final design and permitting, further avoidance and minimization will be performed. EPA commented on the statement in the EA regarding compensatory mitigation. This is a standard statement that is included in all environmental documents and merely indicates that NEU does not make assumptions regarding the amount of wetland impacts and the necessary mitigation at this stage in the planning process. This will be handled at a point later on in the project. EPA also had concerns regarding terrestrial forest impacts, jurisdictional water impacts, indirect and cumulative impacts, prime farmland impacts and the value of the transportation benefits of this project versus the impacts to the wetlands and stream.