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HomeMy WebLinkAbout20120211 Ver 1_DRAFT Re-evaluation of FEIS_20180207Carpenter,Kristi From: Shumate, Christy <Christy.Shumate@aecom.com> Sent: Wednesday, February 07, 2018 11:04 AM To: Norton, April R; gary�jordan@fws.gov; Wilson, Travis W.; Gledhill-earley, Renee; david.e.bailey2 @usace.army.mil; Militscher.chris@epa.gov; Mills, James M; Eason, Patty P; Lewis, Ed F; White, Tatia L; Dagnino, Carla S; Pair, Missy; Wilkerson, Matt T; Marshall, Harrison; Robbins, Jamille A; Ishak, Doumit Y; Furr, Mary Pope; Elam, William H; Fischer, Kevin; Bridges, James F; Parker, Cyrus F; Harper, Aaron A; tyler.meyer@greensboro-nc.gov; craig.mckinney@greensboro-nc.gov; clarence.coleman@dot.gov; donnie.brew@dot.gov Cc: Reynolds, Karen S; Robinson, Beverly G; Joyner, Drew; Bell, Andrew (Raleigh) Subject: [External] NCDOT STIP U-2412 (Greensboro-High Point Road Improvements) DRAFT Re-evaluation of FEIS Attachments: 2018-02-07_U-2412A Reeva) DRAFT.pdf Good morning, Please find attached a draft re-evaluation of the Final Environmental Impact Statement (FEIS) for NCDOT STIP U-2412 (Greensboro-High Point Road (SR 1486-SR 4121) Improvements). This re-evaluation identifies changes in the U-2412 project and project setting since the FEIS was approved on May 15, 2006, and evaluates the effect of those changes on the conclusions presented in the FEIS. The following documents have been prepared for the subject project and are available upon request: • Draft Environmental Impact Statement (1992) • Reevalaution of DEIS (2003) • FEIS (2006) • Record of Decision (2006) • Re-evaluation of FEIS (2012; prior to construction of U-2412 Section B) This re-evaluation examined all changes in the project purpose and need, the preferred alternative, affected environment, environmental impacts, and mitigation that affect the existing NEPA and other related environmental approvals. None of the changes noted were found to be substantial or cause the existing NEPA approval to be invalidated. Therefore, no Supplemental EIS (SEIS) or new FEIS is warranted. (Please note that noise barrier locations discussed in the document are pending additional analysis and review.) Please provide comments to Karen Reynolds (k_re.y_ncr.l_ds_(�_n�dca.t...�ca.v) by March 8, 2018, so that they may be incorporated into the final document. If you have any questions, please feel free to contact me or Karen. Thanks so much, Christy Christy Shumate, AICP Project Manager, Planning Department, North Carolina D +1-919-760-4030 ch ristv.sh umate(a�.aecom.com AECOM 701 Corporate Center Drive Suite 475 Raleigh, North Carolina 27607 T +1-919-854-6200 ����u�.��u� n�':�F i FHWA-NC-EIS-92-07-F ADMINISTRATIVE ACTION RE-EVALUATION OF THE FINAL ENVIRONMENTAL IMPACT STATEMENT U.S. Department of Transportation Federal Highway Administration and North Carolina Department of Transportation GREENSBORO-H��H Po�NT RoA� (SR 1486-SR 4121� IMPROVEMENTS GUILFORD COUNTY, NORTH CAROLINA FEDERAL AID PROJECT NO: STP-4121(1) WBS: 34802.1.1 TIP No: U-2412A Documentation prepared pursuant to the National Environmental Policy Act 42 U.S.C. 4332(2)(c) Cooperating Agencies: U.S. Army Corps of Engineers Date of Approval Laura Sutton, P.E. Central Project Management Team Lead - Divisions 7, 9 and 10 Project Management Unit - Technical Services North Carolina Department of Transportation Date of Approval John F. Sullivan, III, P.E. Division Administrator Federal Highway Administration The following persons may be contacted for additional information concerning this document: John F. Sullivan, III, P.E. Federal Highway Administration 310 New Bern Avenue, Suite 410 Raleigh, NC 27601-1418 (919) 856-4346 Laura Sutton, P.E. North Carolina Department of Transportation 1548 Mail Service Center Raleigh, NC 27699-1548 (919) 707-6000 This re-evaluation of the Final Environmental Impact Statement (FEIS) evaluates the adequacy of the FEIS, approved May 15, 2006, by evaluating changes in the project purpose and need, the preferred alternative, affected environment, environmental impacts, and mitigation that affect the existing FEIS and other related environmental approvals. This re-evaluation finds that the 2006 FEIS is adequate, and no Supplemental EIS (SEIS) or new FEIS is warranted. n�':�F i GREENSBORO-H��H Po�NT RoA� (SR 1486-SR 4121� IMPROVEMENTS GUILFORD COUNTY, NORTH CAROLINA FEDERAL AID PROJECT NO: STP-4121(1) WBS: 34802.1.1 ��I��C•7���+ZSh�_1 RE-EVALUATION OF THE FINAL ENVIRONMENTAL IMPACT STATEMENT February 2018 Documentation prepared by: AECOM Date Robert Joyner, P.E. AECOM Project Manager For the: North Carolina Department of Transportation Date Beverly Robinson Senior Project Manager Project Management Unit - Technical Services North Carolina Department of Transportation Date Karen Reynolds Project Manager Project Management Unit - Technical Services North Carolina Department of Transportation DRAFi Greensboro-High Point Road (SR1486-SR 4121) Improvements U-2412A Re-evahiation INTRODUCTION The following is a re-evaluation of the Final Environmental Inlpact Statement (FEIS) and the Record of Decision (ROD) for the proposed Greensboro High-Point Road improvements between US 311 (I-74) in High Point ai�d Hilltop Road (SR 1424) in Greensboro, Guilford County. This memorandum describes the methodology and the results of the re-evaluation, prepared in accordance with Title 23 CFR (Highways) Part 771. ] 29 and Federal Highway Administration (FHWA) Technical Advisory T 6640.8A. T11e proposed project is identified as U-2412 in the North Carolina Department of Transportation's (NCDOT) 2018-2027 Stczte Transportation Irriprovement Progra�n (STIP) and is divided into Sections A and B. Section A begins at US 3ll (I-74) and ends at Vickrey Chapel Road (SR 4228). Right of way acquisition for Section A is underway, and construction is funded beginning in FY 2018. Section B stai�ts at Vicicrey Chapel Road (SR 4228) and ends at Hilltop Road (SR 1424). Construction of Section B(U-2412B) was completed in 2016; therefore, this section of the project is not discussed further in this docuinent. This re-evaluation identifies changes in the U-2412A project and project setting since the FEIS was approved on May 15, 2006, and evaluates the effect of those changes on the conclusions presented in the FEIS. Figure 1 shows the project vicinity. PROPOSED ACTION NCDOT proposes to improve Greensboro-High Point Road (SR 1486-SR 4121) from US 311 Bypass (future I-74) in High Point to Vickrey Chapel Road in Greensboro. Improveinents will consist of a combination of widening existing High Point Road and building a roadway on new location with interchanges with the US 311 Bypass in High Point aud the Greensbaro Western Urban Loop (Future I-40). Portions of the project built on new location will have full control-of- access between at-grade intersections with existiug cross-roads. Portions of the proposed project along existing High Point Road will maintain existing access and limit future driveways to one access per property. Project History A Draft Environmental Impact Statement (DEIS) was prepared for the proposed action in the late 1980s and early 1990s. The DEIS, which was approved by FHWA in May 1992, documented the puipose and need for the project, the proposed alternative corridors being considered, and the potential environmental impacts. Following the publication of the DEIS, a Corridor Public Hearing was held in July 1992 to present the alternative corridors and DEIS findings to interested citizens. Following the Corridor Public Hearing, the planning process for the project stalled. Section 4(fl prohibited the selection of Alternative 1, which impacted the Sedge�ield Historic District, as the preferred alternative since there were feasible and prudent alternatives that avoided the district. Alternatives 2 and 3 in the DEIS both avoided the district. At the time, local officials favored Alternative 1 and were not satisfied with either of the avoidance alternatives; consequently, the FHWA and NCDOT opted not to proceed with the project until local support for an avoidance alternative could be obtained. With the support of local officials, FHWA and NCDOT reinitiated the development of the project in 1999. Since more than three years had passed since the DEIS was published, a re-evaluation of the DEIS was completed in June 2003 to access the validity of the 1992 DEIS. As part of this re- evaluation process, agency concurrence was obtained on the project's purpose and need and detailed study alternatives. The findings of the DEIS Re-evaluation were presented to the public at a Public Hearing and associated open houses in fa112003. Agencies concurred with the selection of Alternative Corridor 2 as the Least Environmentally Dainaging Practicable Alternative (LEDPA) on February 10, 2005. The Corridor Selection Committee endorsed Alternative Corridor 2 as the Preferred Alternative on December 20, 2005. A DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation FEIS was published in May 2006 and identified Alternative Corridor 2 as the Preferred Alternative. The Federal ROD was issued on December 30, 2006. In June 2012, prior to construction of U-2412 Section B, a re-evaluation of the FEIS was prepared and found no significant design changes from the FEIS and ROD. Since the subnlittal of the 2012 Re-evaluation, the following notable events have occurred: � Scoping and coordination efforts for the construction of U-2412A began in early 2016. • Construction of U-2412B was coinpleted in 2016, and it has been opened far vehicle traffic. • A Natural Resources Technical Report (NRTR) was prepared in 2017, updating information on the natural environmeilt in the U-2412A snidy area. • A Concurrence Point 4C meeting for U-2412A was held on September 21, 2017. • An Effects meeting with the State Historic Preservation Office (SHPO) was held on October 31, 2017, concerning the Orville Willard House and the Oakdale Cotton Mill Village Historic District. SHPO concurred that the preferred alternative will have no effect on the sites. • A Design Noise Report was completed in December 2017 for U-2412A. FINDINGS This re-evaluation addresses changes in the proposed project and project shidy area that have occurred since completion of the 2006 FEIS and ROD. It reviews the following: • Need for the project • Selected Alternative • Affected Environment and Environmental Impacts • Proposed Mitigation Need for the Project The purpose of and need for the proposed action has not changed since the publication of the U- 2412 FEIS in 2006. The project's purpose remains to: 1) increase traffic carrying capacity and improve current and future level of service along the Greensboro-High Point Road corridor; 2) enhance connectivity between US 311 Bypass, the Greensboro Western Urban Loop, and the entire transportation network in the Southwest Guilford County area; and 3) improve access between High Point, Jainestown, and Greensboro. Improvements to the transportation network are needed to provide a primary arterial and major thoroughfare between High Point and Greensboro — two of the three cities that comprise the Triad. The existing network of two- and three-lane roadways in the area, Greensboro Road (SR 1486), Main Street in Jamestown, and High Point Road (SR 4121), are congested, and traffic volumes are anticipated to increase as the area continues to grow. High Point Road is the most continuous east- west access in Southwest Guilford County. In addition, High Point Road connects the Greensboro Western Urban Loop (Future I-40) and I-74/US 311 Bypass of High Point. Updated traffic volumes indicate that the existing facility is currently over capacity (operating at a LOS F) and traffic service will continLie to degrade as traffic demand increases in the future. Improvements aild increases in traffic carrying capacity are needed to better serve projected traffic volumes in the project area. An improved Greensboro-High Point Road will provide better east-west access between Greensboro and High Point. Better east-west access along High Point Road will enhance connectivity between I-74/US-311, the Greensboro Western Urban Loop, and thus, the entire transportation networlc in the growing Southwest Guilford area. DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation Selected Alternative Alternative Corridor 2 was identified as the Preferred Alternative in the U-2412 FEIS. Section A of the project is 3.7 miles long and begins at the US 311 /I-74 interchange with existing Greensboro Road, follows Greensboro Road east to Enterprise Drive, then moves to new location to the south side of Greensboro Road and continues east until terniinating at the intersecrion with Vickrey Chapel Road. The roadway will be a four-lane, divided arterial with a 46-foot depressed median with outside shoulders and a design speed of 60 miles per hour (mph). It will include bridges over Oakdale Road and the existing Norfolk Southern Railroad, between N. Scientific Street and Dillon Road. Signalized intersections are proposed for the intersections of U-2412A with the following roadways: ramps to and from US 311/I-74, Enterprise Drive, realigned Greensboro Road, Manor Drive, N. Scientific Street, Dillon Road, Harvey Road, and Vickrey Chapel Road. Alternative Con-idor 2 was selected as the Preferred Alternative because: • It was the only corridor that avoided the use of Section 4(fj resources and minimized effects to histaric properties. • DEIS Re-evaluation comments received from the public favored Alternative Conidor 2. Only minor design changes have occurred since Alternative 2 was identified as the Selected Alternative in the U-2412 FEIS. The following changes were noted for U-2412A in the 2012 Re-evaluation: • Generally, right-of-way extents have been reduced throughout U-2412A. � Side-street improvements have been reduced along Enterprise Drive, Ring Street, and Hampton Drive. Improvements to Greensboro Road (SR 1486) have been reduced westward towards Lindale Drive. • Roadway design along Manor Drive and North Scientific Street (SR 1332), north and south of the Selected Alternative, has been expanded slightly, past the right-of-way proposed in the FEIS. New improvements to Pump Station Road and Edgeview Drive have been proposed that were not part of the right-of-way depicted in the FEIS. • Improvements to Dillon Road (SR 1334) have changed since the FEIS was approved in 2006. The right-of-way limits have been reduced north of the Selected Alternative, since the approval of the FEIS, Uut has been expanded along Dillon Drive, south of the corridor. • Improvements to Oakdale Road (SR 1352) have been significantly reduced to avoid impacts to the Oakdale Coiton Mill Village Historic District. • Improvements to Harvey Road (SR 1355) have been reduced north of the Selected Alternative, but have been slightly expanded south of the Selected Alternative. The Selected Alternative has been shifted to the south of the pond, east of Harvey Road, to avoid impacts to an unnamed tributary of Bull Creek. Since the 2012 Re-evaluation, the hydraulic design has been completed for the project. As a result, small amounts of additional right-of-way will be required for the addition of drainage features in the following areas: • west of Manor Drive, south of the Selected Alternative • north of Selected Alternative, east of N. Scienti�c Drive • north of Selected Alternative, west of Dillon Road • south of Selected Alternative, west of Deep River • north of Selected Alternative, west of Oakdale Road • south of Selected Alternative, east of Bull Run DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation An updated traffic forecast was prepared for U-2412A in July 2016. Volumes in the 2016 forecast for the U-2412A alignment are comparable to the previous forecast, which was prepared in 2006; however, volumes along some intersecting roads are lower in the updated forecast. No substantial design revisions were made based on the updated traffic forecast. All of the above roadway design revisions are minor. They do not result in any significant changes in relocations or iinpacts to waters of the US. Affected Environment and Environmental Impacts Hum�arz� Environmen�t Demogrc�phics The population of the Triad is projected to grow by 40 percent between 2009 and 2035. (Greensboro LTRP). Table 1 summarizes total population, race, and ethnicity for the U-2412A study area. In addition, it compares population change between the data presented in the 2012 Re-evaluation (2010 Census) and the current 2011-2015 American Conununity Survey (ACS). The demographics of the municipalities and county included in the study area have cl�anged since the 2012 Re-evaluation. The total population in Guilford County in 2015 was 506,763, which is a 3.8 percent growth froin 2010 to 2015. This growth rate slightly outpaced that of North Carolina, which was 3.3 percent. Jamestown experienced the highest growth rate of 7.57 percent, but both High Point and Greensboro grew by 3.5 and 3.6 percent, respectively. Table 1. Racial and ethnic comparison of Guilford County, High Point, Jamestown, and Greensboro from 2010 to 2015 Table 1 indicates notable population changes for the municipalities of High Point, Jamestown, and Greensboro, froin tl�e 2012 Re-evaluation to the 2011-2015 ACS. The proportion of white persons has increased in each municipality and county, overall. The proportion of blacic persons grew in both High Point and Greensboro, with Greensboro experiencing the highest growth rate of 7.2. Tl�e proportion of black persons in Jamestown, however, declined by 49.5 percent. The Asian population also grew in High Point and Greensboro, with High Point experiencing a 40.7 percent increase. The Asian population in Greensboro grew at a similar rate to that of t11e county, 43 and 4.4 percent, respectively; however, the Asian population declined by 48.4 percent in Jamestown. The Hispanic population in each community grew, but at different rates. The growth rate in Guilford County was 9.7 percent. The Hispanic population in Greensboro grew the least at 1.9 4 DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation percent, and grew fastest in Jamestown, at over 200 percent. The Hispanic population in Jamestown currently is 9.3 percent of the municipality's total population. The Hispanic population in High Point grew by 12.1 percent, which was higher than that of Guilford County. Lnnd Use cznd Transportation Plan�zing The City of High Point updated its land use inap in 2016. According to this map, U-2412A will pass through areas that are designated as Light Industrial and Low-Density Residential. A small portion of U-2412A will pass through a Moderate-Density Residential area; however, none of these areas in High Point are identified as Developmental Focus Area, Neighborhood Revitalization Target Area, or Conservation Neighborhood in the Land Use Plan for the High Point Area (2015). The Town of Jamestown Land Use Plan (2007) identifies Vacant, Single-Family Residential, and Agriculture areas in the vicinity of the Preferred Alternative. In addition, this plan states that the areas in the vicinity of Oakdale Road and Dillon Road are areas of Primary Growth. The remaining areas are designated as Future Growth. The 7ainestown land use plan states that the area around the U-2412A Preferred Alternative should include suburban residential growth, except for the area around Harvey Road, which should include commercial growth in the future. The Greensboro Urban Area 2035 Long Range Transportation Plan (updated in 2013) identifies U-2412 as a major regional project (Greensboro LTRP). The High Point Urbanized Area 2040 Metropolitan Transportation Plan (MTP) also identifies U-2412A as a regionally significant project for horizon year 2030. The project supports the High Point MTP's goal of improving access to Greensboro. A comparisou of existing developinent in the region revealed very few changes to development or land use in the viciniry of the project since 2012. A new self-storage facility located adjacent to US 311/I-74 and with an entrance on Greensboro Road appears to 11ave opened since 2012. A residential development has been completed along Dillon Road, but it was designed and built to avoid any U-2412A constiliction. Additionally, a 90-acre residential/commercial development is planned at High Point Road and Guilford College Road, just north of the terminus of High Point Road at Vickrey Chapel Road. Aerial imagery from April 2017 shows that this development is currently under construction, but it would not be iinpacted by the proposed U-2412A project. Com�nunity Resources Since the 2006 FEIS and 2012 Re-evaluation, Jamestown Middle School opened with its entrance on Harvey Road. The new facility includes the Middle School building, the Haynes-Inman Education Center, and a track and athletic fields in the northern portion of the property. The school postdates the date of public knowledge and was planned and designed around the U-2412 project, so there would be no iinpacts from the proposed U-2412A project. Cultural Resources Twenty historic architecri,iral stnich.ires and historic districts listed or eligible for listing on the National Register of Historic Places (NRHP) were located within Y1ie U-2412 area of potential effect (APE), at the time of the FEIS publication in 2006. Eight of these resources are along the U-2412B project, which has been constructed and is open to traffic. The remaining twelve resources are located along the U-2412A Section of the project. Only two of these historic resources are within close proximity to the U-2412A Selected Alternative: the Orville Williard House and the Oakdale Cotton Mill Village Historic District. Tl�e other properties are located along existing Greensboro Road/Main Street (SR 1486) and would not be affected by the project. The Orville Williard House property lies adjacent to the U-2412A Preferred Alternative corridor, but no right-of-way would be required from the properry. The historic portion of the property is located near the north side of the property along Greensboro Road, and the house is separated from DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation the Preferred Alternative alignment by four inetal self-storage buildings. Therefore, visual iinpacts and traffc noise generated by the Preferred Alternative are not anticipated. On October 31, 2017, the State Historic Preservation Office (SHPO) concurred that U-2412A would have no effect on the Orville Williard House (see SHPO coordination in Appendix B). The Oakdale Cotton Mill Village Historic District is located on Oalcdale Road, and was originally listed in the NRHP in 1975. At that time, only properties south of the intersection of Oakdale Road and Oakdale Mill Road were included in the nomination. The Historic District boundary was revised and enlarged in 2004, based on the investigations conducted during the DEIS process for the U-2412 project, to mclude additional properties along Oakdale Road from its intersection with Oakdale Mill Road north to the Oakdale United Methodist Church property. The church property is considered a contributing resource to the Historic District. Based on preliminary design plans in the FEIS, SHPO concurred with a determination that the Preferred Alternative would have no effect on the expanded Oakdale Cotton Mill Village Historic District. No property from the historic district would be acquired; however, to ininin7ize visual impacts to the expanded historic district, a Green Sheet Commitment was included in the FEIS that stated: In order to nzitigate visual impacts to the Oakc�czle Cotton Mill Village Historic Dist��ict, NCDOT will cooNdiiaa�ie with the State Histor°ic Preservation O�ce (SHPO) regarding the con�trol-of-access fence to be located at the top of the cut slope adjacent to the dzstr�zct, the br�idge rail and guardrails on Oakdale Road (SR 1352). The 2012 Re-evaluation noted that SHPO coordination associated with this cormnitment would be conducted when the U-2412A section of the project is funded. Based on the final design plans currently being re-evaluated, there would be no right-of-way required from any properties associated with the Historic District. Improvements along Oakdale Road, which would be grade-separated on a bridge over the proposed facility, would tie in to existing grade at the northern property line of the Oakdale United Methodist Church property. A woven wire contro]-of-access fence would also end at this property line. On October 31, 2017, SHPO determined that U-2412A would have no effect on the Historic District (see Appendix B). Two archaeological sites were noted in the APE in the 2006 FEIS. High Point Water Works (31GF260) is located in Section A of the project, at the end of Pump Station Road, east of the Norfolk Southern Railroad corridor. It is eligible for tl�e NR�1P. The archaeological site lies along a tributary to Deep River, north of the Preferred Alternative, and no right-of-way would be required from this area. U-2412A would have no effect on the High Point Waterworlcs. The SHPO concurred with this deteimination in a letter dated October 4, 2001. Phvsical Environrnen.t Noise The 2006 FEIS included three reasonable and feasible noise barriers, based on the NCDOT 2004 Traffic Noise Abatement Policy. Based on the U-2412 date of public knowledge (December 30, 2006), a Design Noise Report was completed for U-2412A in accardance with the NCDOT 2011 Traffic Noise Abatement Policy. Noise abatetnent was determined to be reasonable and feasible in six locations, including the three barriers identifed in the 2006 FEIS (indicated with an * below). The reasonable and feasible barriers are shown in Figure 2 and are: Barrier 1*— recommended along the eastbound direction of U-2412A, north of Loftyview Drive DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation • Barrier 2* — recorrunended along the westbound direction of U-2412A, south of Crestwood Circle • Barrier 3— recommended along the proposed right-of-way line in the southwest quadrant of the intersection of U-2412A and Manor Drive, north of Orville Drive • Barrier 4— recommended along the eastbound direction of U-2412A from Manor Drive to N. Scientific Street, north of Edgeview Road • Barrier 5— recommended along the westbound direction of U-2412A, south of Pump Station Road • Barrier 7* - recommended along the westbound direction of U-2412A in the northeast quadrant of the intersection of U-2412A and Dillon Road, south of Riverwalk Lane The final decision regarding the installation of abateinent measures shall be made upon completion of the public involvement process, concurrence with the NCDOT 2011 Traffic Noise Abatement Policy, and FHWA acceptance. Air Quality As of March 30, 2012, Guilford County is considered an attainment area for 8-hour ozone, sulfur dioxide, nitrogen dioxide, and carbon monoxide. From 2005-2010, Guilford County was classified as nonattaimnent for fine particulate matter (PM2.5), and re-designated as a inaintenance area for fine particulate matter on December 19, 2011. A PM2.5 hotspot analysis is not required for this proposed project, since it is not an air quality concern under 40 CFR 93.123(U)(1). Floodplains/Floodways A review of the 2017 digital GIS data and current FEMA FIRMS show that the locations of the ] 00-year floodplains, 500-year floodplains, and floodways have not changed since the publication of the FEIS in 2006. Na�tural Environment A Natural Resources Technical Report (NRTR) was prepared in 2017, to assist in the preparation. of this re-evaluation for U-2412A. It updated the previous NRTR completed in 2001, which covered sections U-2412A and U-2412B of the project. Ju��isdictional Features Jurisdictional features were delineated in the field in April 2017, and an updated jurisdictional package was provided to the USACE. As shown in Table 2, several additional streams were identified dtiiring the 2017 iield studies. This difference is likely due to differences in the hydroperiod between the initial delineation verified for the FEIS and subsequent field visits. This difference resulted in the observation of intermittent stream reaches extending further upstream, and leading to some intermittent/ephemeral channels previously considered borderline to be reclassified as intermittent. A field review will be held with the USACE representatives to review tl�ese delineations. They will submit a written Jurisdictional Determination prior to issuing the 404 Pei7nit for this project. �l DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation Table 2. Jurisdictional Features in U-2412A ��. � . UT Lake 1 SA Perennial - SB Perennial UT 1 Deep SC Perennial - SD Perennial - SD Intermittent UT 2 Deep SE Perennial - SF Intermittent UT 3 Deep SG Perennial - SH Intermittent - SI Perennial - SJ Intermittent Deep River Deep River Perennial Bull Run Bull Run Perennial UT 1 Bull SK Perennial UT 7 Bull, UT 3 Bull SL Perennial - SM Perennial - WA Riparian - WB Riparian Wetland A WC Riparian Wetland I, B WD Riparian Wetland E WE Non-riparian Wetland F WF Riparian Impacts to jurisdictional features in U-2412A have been updated based on the 2017 delineations and current design plans and are shown in Table 3. These iinpacts have been discussed with environmental regulatory and resource agencies through the NEPA/Section 404 Merger process. Table 3. Impacts to Jurisdictional Features on U-2412A Total preliminary surface water impacts for U-2412A are now 2,8021inear feet of pennanent stream impacts and 3361inear feet of temparary sh-eam impacts. All surface waters in the study area are within the Deep River/Randleman Lake Watersheds. There will be a total of 1.3 acres of permanent riparian wetland im�pacts associated with this section. Preliminary impacts to Zone 1 and 2 of the protected Randleman Lake watershed are respectively 320,206 square feet and 206,854 square feet. DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation Protected Species One federally protected species has been added to the county list for Guilford County, since the approval of the FEIS in 2006. As of March 25, 2015, the U.S. Fish and Wildlife Service (USFWS) lists the federally-threatened small-whorled pogonia (Isotria medeloides) orchid as occui�ring within Guilford County. Surveys were completed for this species in U-2412A in 2008. Additional pedestrian surveys were completed in 2017, and no occurrences were found. While habitat was determined to be present, the project is anticipated to have "No effect" on the small-whorled pogoma. Since the 2006 FEIS was completed, the bald eagle has been removed from the endangered and threatened species list nationwide (updated on September 22, 2010). The bald eagle was delisted in August 2007, and is no longer subject to Section 7 consultation; thus, a biological conclusion is not required. However, the bald eagle remains protected by the Bald and Golden Eagle Protection Act. A desktop GIS assessinent of the U-2412A study area, as well as the area withiil a 1.13 mile radius (1.0 mile plus 660 feet) of the project limits, was performed on May 23, 2017, using color aerials from tl�e year 2013. Suitable habitat for bald eagle eXists in the study area along the shores of High Point Lake. A review of the NC Natural Heritage Program records, updated May 23, 2017, indicated no known bald eagle occurrences within 1.0 mile of the study area. A visual survey of suitable nesting habitat was perfonned by biologists on July 26, 2017. No bald eagle nests were observed. The project is anticipated to have no effect on bald eagles. Proposed Mitigation Compensatory mitigation is required far sheain, wetland, and pond iinpacts in this project, and will be provided by NC Division of Mitigation Services (DMS) at rate of 2:1. Mitigation will also be required for buffer impacts at a rate of 3:1 for Zone 1 and 1.5:1 for Zone 2. The total mitigable buffer impacts are 253,216 square feet for Zone 1 and 163,013 square feet for Zone 2. Comments and Coordination Agencl� Coordination A Concun-ence Point 4C meeting was held on September 21, 2017, to review impacts and pennit drawings for U-2412A. Public Outreach A property owners mailing list was generated in March 2017. The list contained 137 entries. A letter to landowners was mailed on March 21, 2017, infornung them that representarives of NCDOT and USACE could be in the area verifying the limits of waters and wetlands, pursuant of Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. The letter was also provided in Spanish. Additional stakeholder meetings are anticipated, to review proposed noise barriers with adjacent property owners. DRAFT Greensboro-High Point Road (SR1486-SR 4121) Improveinents U-2412A Re-evaluation Conclusion Based on this re-evallianon of the proposed project, the FEIS and ROD adequately describe the environmental impacts of the U-2412A Greensboro-High Point Road Improveinents in Guilford County. This re-evaluation examined all changes in the project purpose and need, the preferred alternative, affected environment, environmental impacts, and mitigation that affect the existing NEPA and other related environmental approvals. None of the changes noted were found to be substantial or cause the existing NEPA approval to be invalidated. Therefore, no Supplemental EIS (SEIS) or new FEIS is wan•anted. i[17 u:�_i�r FIGURES i� n.-,.�,,,.a t ..,.,.x:..... Legend � U-2412A Study Area Local Streets Interstate NC Route US Route � I County Boundary �---' 0 0.5 1 2 Miles � I i i i I i i i I NORTH CAROLINA DEPARTMENT �+ OF TRANSPORTATION .,.../�. 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Rs� i � �� >1 �: .1 iti. %a ti�' � �.� ,J,Y:�!'bi�'d 4�'� _ �'1 'ilVr Legend Proposed Edge Of Travel Proposed Roadway Bridge - Proposed Noise Barrier ---• Proposed ROW Interstate Local Streets 0 0.25 0.5 Miles I i i i I i i i I � � � NORTH CAROLINA DEPARTMENT �- OF TRANSPORTATION �` �I PROJECT DEVELOPMENTAND �- ""-`�'� ENVIRONMENTALANALYSIS UNIT Recommended Reasonable and Feasible Noise Barriers Greensboro - High Point Road GUILFORD COUNTY TIP PROJECT U-2412A December, 2017 Figure 2 u:�_i�r APPENDIX A Special Project Commitments DRr�F;� Special Project Commitments Greensboro-High Point Road Improvements Guilford County Federal-Aid ProjectNumber STP-4121(1) WBS Number 34802.1.1 TIP Project U-2412A In addition to the Section 404 Conditions, Regional Conditions, State Consistency Conditions, NCDOT's Guidelines for Best Management Practices for the Protection of Surface Waters, General Certification Conditions, and Section 401 Conditions of Certification, the following special commitments have been agreed to by NCDOT staf£ Updates to the Project Cormnitments appear in italics below: Project Developmeiit an�cl Environmental Analysis Branch A final design traffic noise study will be performed on the Selected Alternative (Alternative Corridor 2). The study will include, but will not be limited to, recommended noise wall locations at Loftyview Drive, Crestwood Circle, and Riverwalk Lane. o A c�esign noise report tivas com�pleted for U-2412A. Six noise Ur�rr�iers �vet•e recomrnendecl as reaso��able ar�d.feasible. The fiya�al decisiorz on the installation of nbateinent �neasi�res shall be mac�e upon completioi� of the pi�blic r���volveinent p�rocess, concarr��ence with the NCDOT 201I Trcffic Noise Abatemen�t Policy, ancl I'HWA cceceptcrnce. PYoject Development and Envif•on�nental Analysis B�•anch NatuNal Ef��vironmefzt Unit, Hydrairlics U�iit NCDOT will apply for the "general" inajor variance from the Randleman Lake Water Supply: Protection and Maintenance of Riparian Areas with the Pre-Notification Application Form for the 401 Water Quality Certification. Written concurrence that the conditions of the "general" major variance must be obtained from the Division of Water Quality before any activities that impact buffers may begin. o Sirlce the 2006 FEIS cor�2pletion, the revised ve�sion of the hanclle�nar2 Lc�ke Water Supply Badffer R�a�les has been encrcted. Basecl ora th�e new Randle�rzan Lnke ba ffer rules, this project is ii� cornpliari�ce and therefoj•e will yzot n�eed a majoi� varian�ce. Hydraulics Unit, Roudside EfavirofznTental Unit Since the alternative corridors cross the Deep River within a critical area, high quality water sedimentation controls, in addition to NCDOT Best Management Practices for Protection of Surface Waters and Design Standards in Sensitive Watersheds, will be implemented. Hazardous spill detention basins will be provided along the new location portion of the project between Enterprise Drive and Guilford College Road (SR 1546). If feasible from a topographical standpoint, combined spill and stormwater basins will be used. Stormwater regulations set forth by the Randleman Dam Watershed Nutrient Management Strategy (Randleman Rules) will be followed during the design and construction of the proposed project. 0 No Change. U-2412A EIS Re-evaluation Feb�uary 2018 u:�_��� Hycl�•aulics Unit, Roaclway Design Unit The proposed Bull Run Creek Trail greenway is anticipated to follow Bull Run Creek. A bridge is proposed to carry tlle roadway over Bull Run Creek and its 50-foot buffers. The bridge will be designed to accommodate the proposed greenway on one side of t11e stream. o No Char�ge. The project will incorporate bridges to span the streains and buffers at an unnamed tributary to the Deep River (UT3), the Deep River itself, and Bull Run Creek, as discussed at Merger Concunence Meeting 2A. o No Cl�ange. Bridge are included in final desigrr plan�s to spaf�� ai� unnanaed tributarv to Deep River (UT3/SG), Deep River; nn�cl Bull Rzaz Creek. Wetlands associated with the Deep River will be spanned, as discussed at Merger Concurrence Meeting 4A. o No Ch�ange. A bridge is ir�cludec� zn firzc�l desig�� pla»s to span Deep River- ar�d crssociated tivetla�2ds. Project Developrnent a�zd Enviro�zn:ental A�zalysis Brarzch, Roadway Design Unit, St�ucture Design U�iit In order to mitigate visual iin}�acts to the Oakdale Cotton Mill Village Historic Dishict, NCDOT will coordinate with the State Historic Preservation Office (SHPO) regardingthe control of access fence to be located at the rop of the cut slope adjacent to the district, the bridge rail, and guardrails on Oakdale Road (SR 1352). o The SHPO corzcti�rred oi�� October• 31, 2017, thc�t U-2412A woatld have no effect o�� the Oc�kcl�zle Cotto� Mill Village Historic Distri�ct, c�s the project does not i�npact the historzc proper•tv bouf7darv. Roadwc�y Design Unit, StYucture Design Uizit NCDOT will coordinate with Norfoll< Southern to ensure the bridge over the railroad is correctly located and is designed to span fitture freight, high speed rail, and potential transit tracks. This will ensure the expansion of the freight tracks and installation of the high speed rail cot-ridor will remain co�npatible with the project. o No change. Rorrdway Design During the preparation of rig�it-of-way plans, NCDOT will include bus pullovers at the project intersections with Enterprise Drive, Manor Road, Macicay Road, and Hilltop Road, provided the pullovers do not increase the number of residential or business relocations. o No Chu�»ge. Roadway Design is investigcztirzg iraclusion of bus pullovers at th�e Hilltop Roc�cl intersectioi� or• Maekay Rond ij��terseetioiT (U-2412B ancl U- 2524AE). Corrzn�it�n�ent resolutior� pendirag foi�• Sectiofz A of U-2412. Along curb and gutter portions of the project, 4.2 m(14foot) outside tlu-ougl� lanes will be provided to accommodate bicyclists. O No Clzange. U-2412A EIS Re-evaluation February 2018 u:�_»� Rig17t-of-Way, PYoject Deve/opment c�nd Errvi�onmental Analysis Branch Once the owners of the dam at Owen Lalce, between Ring Street and Manor Drive, have been identified through the Right-of-Way Branch deed research, NCDOT will provide contact iuforniation to the Division of Land Quality for their use iii pursuing repair or removal of the dam. o No Change. Project design plans will not maintain access to Oalc Village Drive and Creelcside Drive in the Bull Run subdivision. This decision is based on preliininary right-of-way damage estimates and public input. O No Chc�ilge. U-2412A EIS Re-evaluation February 2018 u:�_i�r APPENDIX B SHPO Coordination n��Fr Federal Aid #: STP-4121(i) � TIP#: U-2412A County: Guilford CONCURRENCE F�RM FOR ASSFSSMENT OF EFFECTS Project Description: SR 1486 - SR 4121 (GREENSBORO/ HTGH POINT ROAD) FROM PROPOSED US 311 BYPASS TO W�ST OF SR 1480 (VICi�REY CHAPEL ROAD}. U-2412B YS UNDER CONSTRUCT�ON. U-2412A IS W ROW ACQUISITION. Ox� October 31, 2017, representatives of the � North Caralina Department of Transpartation (NCDOT) � Federal Highway Administration {FHWA} � North CaroIina State Historic Preservation Of�ce (HPO) ❑ O�laer Reviewed the sub�ect pra�ect and agreed an the effects �ndings listed within the tabie on the reverse ofthis signature page. Signed: Representative, �� �� Date 7�-._3/~/ FHWA, for ihe Division Administrator, or other Federal Agency Date , � � � ��} � � Representative, HPO 0 llate State Histori� Preservation Officer Date Federa7 Aid #: STP-4121 { 1) DR�1= I TIP#: U-2412A Caunty: Guilford Property and 5tatus Effect Finding Reasons Oakdale Cotton Mill Village r��� � S� �� � (GF3263) �� e� �, �a L�E '�'•�,°��S . Orvilie Williard House �+� .� N� Ca'"L $�Ytl��'^ (GF1260) � �� c�"�� oa��V� ��str` ✓'�ec�,��GG•�- Initialed: NCDOT �� FHWA _� Hpp ��'j FHWA Intends to use the NC-I�O's concurrence as a basis for a"de minimis" finding fQr the fallowing properties, pursuant to Section 4(fl: ; �4' ,��:�' �',�ia � �,e ,,� � � 1�� � - " " - - r^• �� t; ; x ,,,� � ..,, v �,, �y , .y� A j�� , s �. '� - - ROBBINS'A�/�'. �' �.�y � `4 � _ ���1 - � �. ��� . . ' T� 'a/� ..�,' .ni' �� ��13P ..� ��e� �.{$'y . 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" � . , , , .. ,.�. . � , _ . . ; , . . . . . - , ; r - - - - '� N Legend ��� National Register Proposed Edge Of Travel ---• Proposed ROW Determined Eligible Proposed Roadway Bridge Local Streets - Proposed Noise Barrier 0 500 1,000 Feet I i i i I i i i I NORTH CAROLINA DEPARTMENT � �` OF TRANSPORTATION 'i PROJECT DEVELOPMENT AND ""-`�'� ENVIRONMENTALANALYSIS UNIT Oakdale Cotton Mill Village Historic District Greensboro - High Point Road GUILFORD COUNTY TIP PROJECT U-2412A October, 2017