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HomeMy WebLinkAboutUS 701 (5)Issue Date: August 7, 2009 Comment Deadline: September 8, 2009 Corps Action ID #: SAW-2009-00655 TIP Project No.M !49031 The Wilmington District, Corps of Engineers (Corps) has received an application from the North Carolina Department of Transportation (NCDOT) regarding a potential future requirement for Department of the Army authorization to discharge dredged or fill material into waters of the United States associated with the proposed bypass interchange at U.S. 701 and N.C. 87, Elizabethtown, Bladen County, North Carolina. Specific alternative alignments and location information are described below and shown on the attached plans. This Public Notice and all attached plans are also available on the Wilmington District Web Site at www.saw.usace.anny.mil/wetlands Further, NCDOT will hold a Citizens Informational Workshop for the above proposed highway project on Thursday, August 27, 2009, beginning at 4:00 pm and ending at 7:00 pm, in the Town Council Chambers, Elizabethtown Municipal Building, located at 805 West Broad Street, Elizabethtown, 28337. Anyone desiring additional information may contact Ms. Kim Gillespie, NCDOT Project Development and Environmental Analysis Branch at 1548 Mail Service Cent- NC 27699-1548, phone (919) 733-7844 ext. 247, fax (919) 733-979 9 email' ' ° kleillespienncdot.flov. Z' D j UPJI AI ? Applicant: North Carolina Department of Transportation (NCDOT) > C c/o Dr. Gregory J. Thorpe, PhD, Manager z Cn I c? Project Development and Environmental Analysis Branchg o : v 1598 Mail Service Center ° a Raleigh, North Carolina, 27699-1548 ?? Authority The Corps will evaluate this application to compare alternatives that have been carried forward for study pursuant to applicable procedures under Section 404 of the Clean Water Act (33 U.S.C. 1344). In order to more fully integrate Section 404 permit requirements with the National Environmental Policy Act of 1969, and to give careful consideration to our required public interest review and 404(b)(1) compliance determination, the Corps is soliciting public comment on the merits of this proposal and the alternatives described below. The Federal Highway Administration (FHWA) and NCDOT will be completing a Categorical Exclusion (CE) to meet their NEPA requirements. The Corps will be completing an Environmental Assessment (EA) to meet its NEPA requirements. At the close of this comment permit, the District Commander will evaluate and consider the comments received as well as the expected adverse and beneficial effects of the proposed road construction to select the least environmentally damaging practicable alternative (LEDPA). The District Commander is not authorizing the U.S. 701 and NC 87 Bypass Interchange project at this time. A final Department of the Army permit could be issued, if at all, only after our review process is complete, impacts to the aquatic environment have been minimized to the maximum extent practicable and a compensatory mitigation plan for unavoidable impacts has been approved. Location The proposed bypass interchange is located at U.S. 701 and NC 87, Elizabethtown, Bladen County, North Carolina (Figure 1). The proposed project is located in Brown's Creek, unnamed tributaries to Brown's Creek and in wetlands adjacent to those tributaries. Brown's Creek and its unnamed tributaries are hydrologically connected to the Cape Fear River, a Section 10 Navigable Waterway. The project is more specifically located at Latitude 34.6035°N, Longitude -78.6173°W. Existing Site Conditions The project is located within the Inner Coastal Plain Physiographic Province in the Cape Fear River subbasin 03-06-16, USGS 8-digit hydrological unit 03030005. The project area encompasses approximately 6 square miles. The Biotic resources surrounding the project area are indicative of the surrounding area, which includes urban (Elizabethtown) and rural with agriculture and forestlands accounting for the majority of land uses. Topography is characterized as gently sloping hills, interrupted by floodplains with gentle to steep areas occurring along drainage ways. A Final Jurisdictional Determination has not yet been completed for the proposed project, but tributaries within the project area include Brown's Creek and several unnamed tributaries to Brown's Creek as well as wetlands adjacent to those tributaries. Wetlands that may be impacted by the proposed project include riverme and palustrine. Applicant's Stated Purpose The applicant's stated purpose of the proposed project is to improve the safety and capacity of the NC 87 Bypass/U.S. 701 intersection. The proposed project is intended to address the following needs: • A number of angle and left-turn accidents have occurred at this location. Several of these accidents have resulted in serious injuries or fatalities. Approximately 35% of these accidents occurred when a driver on NC 87 failed to stop at the traffic signal. • The fatal crash rate at this intersection is over six times the statewide average and over twice the critical rate. • By the year 2030, the existing signalized intersection will operate at capacity (level of service E). Project Description The following description of the proposed work is taken from data provided by the applicant. Two alternatives are being considered for the proposed project and are described below and shown on Figures 2 and 3. Table 1 presents the anticipated effects of the alternatives. Each alternative would relocate U.S. 701 east of its existing location in order to maintain traffic during construction and to impact fewer homes and businesses. NC 87 would be carried over U.S. 701 with each alternative. Table 1. Alternatives Impact Comparison Alternative 2 Alternative 4 Residential Relocatees 4 4 Business Relocatees 0 2 Wetlands Affected (Acres) 0.89 1.77 Tributary Impacts (Linear Feet) 1,268 1,857 Habitat for Federally Protected Species? No No Historic Properties? None are considered eligible for the National Register None are considered eligible for the National Register Construction Cost $16,200,000 $15,600,000 Forested Areas Affected Acres 29.08 24.39 Farmland Affected (Acres)* 21.14 11.08 Right of Way Cost $1,335,000 $2,195,000 . Total Cost $17,535,000 $17,795,000 *Actively farmed property, not necessarily prime and important farmland. Alternative 2 Alternative 2 is a partial cloverleaf interchange with loops and ramps only in the northwest and southeast quadrants of the interchange (Figure 2). NC 242 would be relocated to tie into U.S. 701 across from the proposed ramp and loop in the southeast quadrant. The businesses in the southwest interchange quadrant would not be impacted. This alternative has four residential relocatees and approximately 0.89 acres of wetland impacts and 1,268 linear feet of tributary impacts. The applicant's concern with Alternative 2 is that at-grade intersections exist on NC 87 downstream within 1,700 feet of both the northbound and southbound proposed NC 87 on-ramps which means that on-ramp traffic could conflict with traffic on NC 87 making a right turn at either of the at-grade intersections. Alternative 4 Alternative 4 is a partial cloverleaf interchange with loops and ramps only in the northeast and southwest quadrants of the interchange (Figure 3). The intersection of NC 242 with U.S. 701 would be relocated approximately 1,000 feet south of its current location to avoid a business in the southwest interchange quadrant. This alternative takes one business, four homes, a substation and impacts approximately 1.77 acres of wetlands and has 1,857 linear feet of tributaries. This alternative was developed in order to eliminate the concern with the at-grade intersections downstream of the NC 87 on-ramps. Placing the on ramps in the northeast and southwest quadrants provides greater distance between the ramps and the intersections. Tributaries Tributaries in the project study area were field delineated by NCDOT. The locations of these tributaries are shown on Figure 4. Table 2 lists information about the tributaries within the project corridor under study. Table 2. Characteristics of Water Resources in the Project Area (Figure 4) Map ID Classification Brown's Creek SA I Perennial SA 2 Perennial SA 3 Perennial SA 4 Perennial SA 5 Intermittent SA 6 Perennial SA 7 Perennial SA 8 Perennial SA 9 Intermittent SA 10 Perennial SA 11 Perennial Unnamed tributary to Brown's Creek (SA 12) Perennial Wetlands Wetlands in the project study area were field delineated by NCDOT using the U.S. Army Corps of Engineers 1987 Wetland Delineation Manual. The locations of these wetlands are shown on Figure 4. Table 3 lists information about the wetlands within the project corridor under study. 4 Table 3. Wetlands Ma ID Cowardin Classification Classification DWQ Wetland Rating WA PFO1 C Riverine 84 WB PFO1C Riverine 84 WC PEM1J Non-Riverine 17 WE PFO1C Riverine 51 WF PFO1C Non-Riverine 38 WG PFO1C Non-Riverine 33 WH PEM1J Non-Riverine 41 WI PEM1J Non-Riverine 41 WJ PFO1 C Riverine 73 WK PEM1J Non-Riverine 38 WL PEMIJ Non-Riverine 35 WM PEM1J Non-Riverine 44 * Cowardin et al. 1979 PFO (Palustrine forested) - forested wetlands. PSS (Palustrine scrub-shrub) - dominated by woody vegetation less than 20 feet tall. PEM (Palustrine emergent) - dominated by herbaceous and hydrophytic plants. Summary of Anticipated Impacts Table 4 presents the estimated impacts to surface waters of the detailed study alternatives. Table 4. Project Effects on Surface Waters Alternative Wetlands (ac) Tributaries (ft)* Alternative 2 0.89 1,268 Alternative 4 1.77 1,857 Cultural Resources NCDOT on behalf of the Federal Highway Administration, as the lead Federal Agency for NEPA, initiated consultation with the North Carolina Department of Cultural Resources, State Historic Preservation Office (SHPO). In a letter dated March 28, 2006, the SHPO stated that there is one structure of historical or architectural importance in the general area of the project. This structure is not within the permit area defined by either NCDOT or the Corps. The letter further states that there are no known archaeological resources that may be impacted by the project. No further studies are recommended by the SHPO. Endangered Species The Corps has reviewed the project area, examined all information provided by the applicant and consulted the latest North Carolina Natural Heritage Database. The United States Fish and Wildlife Service (USFWS) lists six federally protected species for Bladen County. These species are listed in Table 5 along with NCDOT effect determinations. Table 5. Federally-Protected Species for Bladen County Scientific Name Common Name Habitat Federal Status Biological Conclusion Alligator mississippiensis American alligator No T (S/A) N/A Picoides borealis Red-cockaded woodpecker No E No Effect Schwalbea americana American chaffseed No E No Effect Acipenser brevirostrum Shormose sturgeon No E No Effect Lindera melissafolia Pondberry Yes E No Effect Lysimachia asperulaefolia Rough-leaved loosestrife No E No Effect "T (S/A)" denotes Threatened due to similarity of appearance (a species that is threatened due to similarity of appearance with another listed species and is listed for its protection). "E" denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of its range). According to the applicant, no suitable habitat for red-cockaded woodpecker, American chaffseed, shortnose sturgeon or rough-leaved loosestrife exists in the project area. A search of the Natural Heritage Program database, updated February 2008, shows no occurrences of any of these species within one mile of the project area. Therefore, it may be concluded the proposed project will have "no effect" on any of these federally protected species. Based on the applicant's submittal, wetlands and small ponds that are suitable habitat for pondberry are present in the project area. Field surveys conducted by NCDOT or its agents on March 3, 2007 found no individuals within the project area. In addition, a search of the Natural Heritage Program database, updated February 2008, shows no occurrences of this species within one mile of the project area. Therefore, it may be concluded the proposed project will have "no effect" on pondberry. The bald eagle was declared recovered, and removed (de-listed) from the Federal List of Threatened and Endangered Species effective August 8, 2007. The bald eagle remains federally-protected under the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d). The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of "take" that includes "disturb". 6 Habitat for the bald eagle (Haliaeetus leucocephalus) primarily consists of mature forest in proximity to large bodies of open water for foraging. Large, dominant trees are utilized for nesting sites, typically within one mile of open water. Surveys conducted by NCDOT or its agents on May 10, 2007 found no nesting or foraging habitat within 660 feet of the project - limits. Federal Candidate/State-Protected Species As of June 16, 2009, the USFWS lists no candidate species for Bladen County. Mitigation Avoidance and Minimization of Impacts Additional minimization measures would be considered by NCDOT if the project progresses. Best Management Practices would be used during construction in order to minimize the project's effects on these wetlands. Compensatory Mitigation of Impacts Compensatory mitigation will be required for project impacts to wetlands and tributaries. NCDOT will investigate potential on-site stream and wetland compensatory mitigation opportunities following selection of the preferred' alternative. If on-site mitigation is not feasible, compensatory mitigation would be provided by North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program (EEP), in accordance with the July 2003 "Memorandum of Agreement Among the North Carolina Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington District" (MOA). Evaluation The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof, among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the discharge of dredged or fill materials in waters of the United States, the evaluation of the impact of the activity on the public interest will include application of the Environmental Protection Agency's 404(b)(1) guidelines. Commenting Information The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials, including any consolidated state viewpoint or written position of the Governor; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to select the least environmentally damaging practicable alternative (LEDPA). To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of a Corps of Engineers Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Written comments pertinent to the proposed work, as outlined above, will be received by the Corps of Engineers, Wilmington District, until 5pm, September 8, 2009. Comments should be submitted to Ms. Kimberly Garvey, Wilmington Regulatory Field Office, 69 Darlington Avenue, Wilmington, North Carolina 28403. .e.S .. ' 1• . 04. F nip Y" :i r 0 s I r s ? P; \ ' ^ s x Y n ? .. X ? -ALA y ' t ? 'S?M ?" ? 1 R SAL,., ?Ia' '(! `1T ?Il \? pgE1 Hj GW - : i 8)- ?1Z <?? T/ 2a ' i a) % _- 0 ?f 0 I r NORTH CAROLINR DEPARTMENT OF r TR SPORTATION - STUDY AREA PROJECT DEVELOPMENT MD ENVIRONMNTAL AN Y5150RANCH ?. y ' Intersection of NC 87 ono U$ 701 O Blatlan County i TIP Protect R-4903 r FEET 0 3000 6000 ? ?? _ l ?? FIGURE I . o ' = - APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-0003 (33 CFR 325) Expires December 31, 2004 The public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no . person shall be subject to any penalty for failing to comply with a collection of information it it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdic- tion over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection; Research, and Sanctuaries Act, Section 103, 33 USC 1413. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of requested information is voluntary, however, if information is not provided, the permit application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer. having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS I THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 5. APPLICANT'S NAME North Carolina Department of Transportation DATE APPLICATION COMPLETED B. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required) 6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS 1548 Mail Service Center Raleigh, NC 27699-1548 7. APPLICANT'S PHONE NUMBERS WITH AREA CODE - 10. AGENT'S PHONE NUMBERS WITH AREA CODE a. Residence a. Residence b. Business (919) 733-3141 b. Business I hereby authorize to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. APPLICANTS SIGNATURE DATE NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) Proposed NC 87 Bypass and US 701 Interchange, Bladen County, NC (TIP Project R-4903) 13. NAME OF WATERSODY, IF KNOWN (if applicable) Browns Creek and vicinity 15. LOCATION OF PROJECT Bladen COUNTY North Carolina STATE 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see 14. PROJECT STREET AUUHESS (it applicable) The proposed project constructs an interchange at the intersection of US 701 and NC 87 Bypass. 17. DIRECTIONS TO THE Please see attached vicinity map and project summary. ENG FORM 4345, Jul 97 EDITION OF SEP 94. IS OBSOLETE (Proponent: CECW-OR) FIELD OFFICE CODE 1 3. DATE 18. Nature of Activity (Description of project, include all features) Construct a partial cloverleaf interchange, with NC 87 Bypass as an overpass over US 701. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose of the proposed project is to improve the safety and capacity of the NC 87 Bypass/US 701 intersection. USE BLOCKS 20-221F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Construction of the proposed interchange at the NC 87 Bypass/US 701 intersection will result in roadway fill in wetlands and surface waters. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards Fill for roadway construction. 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) See project summary. 23. Is Any Portion of the Work Already Complete? Yes No _JIC_ IF YES, DESCRIBE THE COMPLETED WORK 24. Addresses of Adjoining Property Owners, Lessees, etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list). See attached mailing labels. 25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application AGENCY TYPE APPRUVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED ..oaiu urrnuae uur 4 nor iebORACV W mniny, umwuiy anu uoou pram permus 26. Application is hereby made for a permit or permits to authorize the work described in this application. 1 certify that the information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States, knowingly and willfully falsifies, conceals, or covers up any trick scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not mare than five years or both. PROPOSED US 701/NC 87 BYPASS INTERCHANGE BLADEN COUNTY TIP PROJECT R-4903 INTRODUCTION This project involves the construction of an interchange at the existing at-grade intersection of US 701 with the NC 87 Elizabethtown Bypass. The proposed interchange construction at the NC 87 Bypass/US.701 intersection is included in the 2009-2015 North Carolina State Transportation Improvement Program (STIP). The location is shown in Figure 1. The project is classified as a Federal Categorical Exclusion. NEPA/404 MERGER PROCESS DOCUMENTATION The project is federally funded and is subject to the National Environmental Policy Act. The meeting for Concurrence Points 1, 2, and 2A was held on April 21, 2009. Concurrence was reached on Purpose and Need,' Alternatives to be Carried Forward for Detailed Study, and Bridging Decisions (Concurrence Points 1, 2, and 2A). PROJECT PURPOSE AND NEED The purpose of the proposed project is to improve the safety and capacity of the NC 87 Bypass/US 701 intersection. The proposed project is intended to address the following needs: A number of angle and left-turn accidents have occurred at this location. Several of these accidents have resulted in serious injuries or fatalities. Approximately 35% of these accidents occurred when a driver on NC 87 failed to stop at the traffic signal • The fatal crash rate at this intersection is over six times the statewide average and over twice the critical rate. • By the year 2030, the existing signalized intersection will operate at capacity (level of service E). Accident Data i An accident study was conducted for the NC 87/US 701 intersection for the time period between January 1, 2003 and December 31, 2005. During this time, 26 crashes were reported at the project intersection. One of these crashes was fatal. Forty-six percent of these crashes were angle and left-turn accidents. Table 1 on the next page compares the crash rates at this location with the statewide average and the critical rate. i R-4903, July 2009, Merger Application Page 2 of 10 . Table 1 Accident Rates Comparison Total Accident Rate Fatal Accident Rate ACC/100MVM (ACC/100MVM) NC 87/US 701 Intersection (1/03 169.45 6.52 to 12/05 2003-2005 Statewide Average Four-Lane 123.91 0.56 Rural NC Routes Critical Rate* 170.74 3.78 ACC/100MVM - Accidents per 100 million vehicle miles * The critical rate is a statistically derived number that can be used to identify high accident roadway segments. As the table above shows, the total accident rate at the NC 871US 701 intersection is higher than the statewide average and near the critical rate. The fatal accident rate is over six times the statewide average and twice the critical rate. NC 87 Bypass within the project area was constructed on new location and completed in 2001. As stated previously, partial control of access exists along this facility. Access is only allowed from public roads, no direct driveway access is permitted onto the bypass. The US 701 intersection is the only signalized intersection along the portion of the bypass that was constructed on new location. The lack of driveways and signals and the design of the bypass seem to lead drivers to expect an interchange instead of a signal at US 701. Approximately 35% of the accidents occurring at the US 701 intersection were caused by drivers on NC 87 not stopping for the traffic signal. Traffic Carrvina Capacity Without Project Current (2006) traffic volumes within the study area range from 5,500 vehicles per day (vpd) to 9,400 vpd along US 701,.and from 3,800 to 6,900 vpd along NC 87 Bypass. By the year 2030, traffic volumes within the study area will range from 7,800 vpd to 13,700 vpd along US 701, and from 6,400 to 10,900 vpd along NC 87 Bypass. The intersection is currently operating at a level of service D. By the year 2030, the intersection will operate at capacity (level of service E). R-4903, July 2009, Merger Application Page 3 of 10 COST ESTIMATES AND SCHEDULE Construction cost estimates for each alternative are presented in Table 1 below. The project is scheduled to begin right of way acquisition in fiscal year 2011 and will be let to construction in fiscal year 2013. Table 1 Alternatives Cost Estimates Alternative 2 Alternative 4 Wetland/Stream Mitigation $977,000 $1,479,000 Total Construction Cost $16,200,000 $15,600,000 Right of Way Costs $1,335,000 $2,195,000 Total Project Cost $18,512,000 $19,274,000 PRELIMINARY ALTERNATIVES SECTION No-Build Alternative The "no-build" alternative does not effectively meet the purpose and need for the project. The fatal crash rate at the intersection was over six times the statewide average and twice the critical rate between January 2003 and December 2005. The NC 87 Bypass/US 701 intersection was the eighth highest in ranking of potentially hazardous intersection locations in Bladen County in 2007. The intersection currently operates at level of service D. By the year 2030, the intersection will operate at capacity (level of service E). Countermeasure Alternatives Countermeasure alternatives can include warning lights, rumble strips, additional lanes, turn lanes, etc. Flashers with warning signs reading "Be Prepared to Stop" have been installed on NC 87. (These were not installed on US 701.) It is possible the warning signs have helped some of the traffic issues at this intersection, but an interchange would reduce the number of accidents even more. For this reason, other alternatives are recommended. Directional Crossover Converting the existing full movement crossover into a directional crossover (superstreet) would require traffic on US 701 wishing to cross or turn left onto NC 87 to turn right and travel several hundred feet to make a left turn or u-tum. Due to the amount of traffic at this intersection, traffic signals would probably still be required, however. This configuration would probably operate satisfactorily, but the required traffic signals may still violate driver's expectations on NC 87. For this reason, a directional crossover is not recommended. R-4903, July 2009, Merger Application Page 4 of 10 Interchange Alternatives Four alternatives were developed for an interchange at US 701. Table 2 below shows a comparison of the alternatives presented at the April 2009 merger meeting mentioned above. Two of the four interchange alternatives were selected for detailed study by the merger team at this meeting. The two alternatives which were dropped from further consideration are described below. Table 2 Interchange Alternative Comparison Alternative 1 Alternative 2 Alternative 3 Alternative 4 Residential 4 4 6 4 Relocatees Business 0 0 1 2 Relocatees Wetlands 1.39 0.89 1.94 1.77 Affected Acres Stream Impacts 2,387 1,268 2,979 1,857 (Linear Feet)* Habitat for No No No No Federally Protected Species? Historic None are None are None are None are FP roperties? considered eligible considered eligible considered eligible considered eligible for the National for the National for the National for the National Register Register Register Register *Stream information was updated following the April 2009 merger meeting mentioned above. These are the updated impacts. Alternative 1 Alternative 1 is a partial cloverleaf interchange with loops and ramps in the northwest and southeast interchange quadrants. NC 242 is relocated approximately 1,000 feet south of its existing location, in order to avoid taking two nearby businesses in the southwest quadrant of the interchange. Alternative 1 has four residential relocatees and approximately 1.39 acres of wetland impacts. This alternative was not chosen because of the amount of wetland impacts compared to Xltemative 2. ?,?1 1G 51?-?`M Alternative 3 2 Alternative 3 is a diamond interchange. The intersection of NC 242 with US 701 would be relocated approximately 1,000 feet south of its current location, in order to allow enough distance between the southern interchange ramp intersection and the new US 701/NC 242 intersection for safety. This alternative has the most impacts of all the alternatives, with six residential relocatees, one business relocatee, approximately 1.94 acres of wetland impacts and 2561inear feet of stream impacts. Therefore, this alternative was eliminated from?urther consideration.