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HomeMy WebLinkAbout20190397_R-2566 Merger CP 3-4A Packet revised 3-14-17_20170316Updated 3/14/17 NEPA/404 ME1tGER CoNCUURENCE PoiN'rs 3& 4A TIP PRo.rECT R-2566B WBS 37512.1.5 FEDE�L AID Nu1vlsEx NHPP-O 150(004) NC lO5 IMPROVEMENTS FROM CLARKS CREEK ROAD (SR 1136� TO NC lO5 BYPASS (SR 1107) IN BOONE WATAUGA COUNTY SUMMARY INFORMATION Meeting Purpose The purposes of this meeting are: 1. C.P. 3— To select the Least Environmentally Damaging Practicable Alternative (LEDPA) 2. C.P. 4A — To identify avoidance and minimization efforts Project Description The North Carolina Department of Transportation (NCDOT) proposes to improve a 5.5-mile section of NC 105 from Clarks Creek Road (SR 1136) to the NC 105 Bypass (SR 1107) in Boone, Watauga County. Project R-2566B is included in the 2016-2025 State Transportation Improvement Program (STIP). • Project R-2566B: Right of Way acquisition is currently scheduled to begin in Fiscal Year (FY) 2023, and construction is scheduled to begin in FY 2025. • Project R-2566BA: Right of Way acquisition is scheduled for FY 2018, and construction is scheduled to begin in FY 2019. Merger History of Project Concurrence Point 1 At a meeting in August 2014, the Merger team agreed on the logical ternuni and purpose and need for Project R-2566B: • Congestion: A primary purpose of the project is to reduce congestion on NC 105 in order to achieve level of service (LOS) D or better in the design year (2040) during the average highest week day, and to achieve LOS E or better in the design year during the average highest weekend day. NC 105 is used heavily by commuters during the week, but also is used by tourists and locals visiting recreational sites on the weekends. The congestion goals for this project were chosen to address the needs of commuters (LOS D during the week), but also to try to ensure that the road didn't experience failure during the busy tourist times (LOS E on the weekends). • Safety: Another primary purpose is to reduce rear-end and run-off-road crashes on NC 105. Alternatives were analyzed using Highway Safety Manual methodologies. • Bicycle Facilities: A secondary purpose is to improve bicycle facilities on NC 105 in areas where capacity or safety improvements are proposed. R-2566B Merger CP 3& 4A 1 March 14, 2017 Concurrence Point 2 At a meeting in August 2014, the Merger team agreed to carry forward a`Best-Fit Build Alternative" for Project R-2566B, in addition to carrying forward the No Build Alternative. Concurrence Point 2A At a meeting in October 2015 (with iinal signatures in November 2015), the Merger team agreed to on the following major drainage structures: • Site 1— Remove and replace existing bridge over the Watauga River to 260' L X 90' W • Site 2— Remove and replace existing culvert carrying a UT to Laurel Fork to 1@ 8'x6' RCBC • Site 4— Remove and replace existing culvert carrying a UT to Laurel Fork to 1@ 8'x6' RCBC • Site 6— Remove and replace existing culvert carrying a UT to Laurel Fork to 2@ 12'xT RCBC • Site 7a — On private property; mare study recommended • Site 7b — On private property; more study recommended Alternatives Studied in Detail The Merger team agreed that Clark's Creek Road and NC 105 Bypass are the logical ternuni for the project, a 5-5-mile corridor. However, the agencies requested that the road only be widened where capacity improvements are needed. Based on the traffic forecast, it was determined that no improvements are needed for the 1-mile section from Clark's Creek Road to Old Shull's Mill Road. No additional congestion or safety needs were identified in this section, and so no improvements will be made as part of this project. This will minimize potentially impacting adjacent properties twice (once as part of this project to widen shoulders, and a possible second impact if NC 105 will need to be widened as part of a future project). Widening is only recommended for the 4.5-mile section from Old Shull's Mill Road to NC 105 Bypass. The Merger agencies agreed that although the project limits will remain the 5.5-mile section from Clark's Creek Road to NC 105 Bypass, improvements are only proposed within the shorter 4.5-mile section. The Best-Fit Build Alternative uses the fewest improvements that would result in meeting the purpose of the project, shown on the attached iigures. The Best-Fit Build Alternative includes the following elements: No improvements are recommended for 1 mile along the project corridor from Clark's Creek Road to Old Shull's Mill Road because traffic is anticipated to operate at acceptable levels of service in the future design year (2040) on that section. • Improvements are recommended for approximately 4.5 miles from Old Shull's Mill Road to NC 105 Bypass, based on future trafiic operations and safety concerns. o The approximately 1.7-mile section between Old Shull's Mill Road and Broadstone Road will consist of three 12-foot lanes (two southbound, one northbound) with 6-foot wide paved shoulders on both sides, shown below. R-2566B Merger CP 3& 4A 2 March 14, 2017 o The approximately 2.8-mile section between Broadstone Road and NC 105 Bypass will consist of four 12-foot lanes, a 23-foot wide raised median, and 6-foot wide paved shoulders on both sides, shown below. o The two intersections where Old Shull's Mill Road tees into NC 105 have safety concerns due to the horizontal skew and limited sight distance at the intersection. To address these issues, the southern intersection of Old Shull's Mill Road at NC 105 will be realigned, and the northern intersection of Old Shull's Mill Road at NC 105 will be closed. Concurrence Point 3— LEDPA Recommendation NCDOT recommends the Best-Fit Build Alternative for the following reasons: • The `Best Fit" Alternative addresses congestion and safety concerns as well as provides bicycle accommodations along the corridor. • The No-Build Alternative does not meet the Purpose and Need for the project. Without improvement, NC 105 is projected to operate at an unacceptable level of service in the design year, and the potential for crashes will continue to increase. R-2566B Mer�er CP 3& 4A 3 March 14, 2017 The Best-Fit Build Alternative was presented to the public at a public hearing on November 7, 2016. The informal public hearing was held at the Watanga Campus of Caldwell Community College and Technical Institute in Boone. Approximately 93 citizens attended the meeting and 27 written comments were received. Of these, four felt the project was unnecessary, three supported the project but felt intermediate improvements were needed in spot locations, and the remainder had specific design questions or concerns. Table 1 summarizes impacts of the Best-Fit Build Alternative and No Build Alternative. Table L Impacts of Detailed Study Alternatives Topic Best-Fit Build Alternative No Build Alternative Railroad Crossings 0 0 Schools 0 0 Recreational Areas & Parlcs 0 0 Churches 0 0 Cemeteries 0 0 Major Utility Crossings 8* 0 Impacts to National Register Eligible Resources 0 0 Archaeological Sites 0*** 0 Federally-Listed Species within Study Area 6 No Effect, 2 Unresolved, ** No Effect 1 No Biological Conclusion Required 100-Year Floodplain Crossings 1 0 Prime and Unique Farmland 0 0 Residential Relocations 17 0 Business Relocations 11 0 Hazardous Material Sites 6 0 Wetland Impacts*** 0.31 acres 0 Stream Crossings*** 28 0 Stream Impacts*** 2,400 feet 0 Traffic Noise Impacts (# of receptors) 29 0 Water Supply Watershed Protected Areas 0 0 Wildlife Refuges & Game Lands 0 0 Section 4(fl Impacts (Historic) 0 0 Low Income Population Disproportionate and 0 0 Adverse Impacts Minority Population Disproportionate and Adverse 0 0 lmpacts Total Cost Estimate (in millions) $61,123,000 $0 Construction Cost $42,500,000 $0 Utility Relocation Cost $8,910,000 $0 Right of Way Cost $9,713,000 $0 * Major power line crossings, in addition to smaller service drops. ** Formal consultation is underway for the Virginia big-eared bat and the Northern long-eared bat. A biologica( conclusion is not required for thc bog turtle because it is threatened due to similarity of appearance. Surveys may also be required for the grey bat, which has bcen added to the list for Watauga County recently and was not included in the EA. *** These have been updated since the EA; see page 9 of this Merger packet. R-2566B Merger CP 3& 4A 4 March 14, 2017 Concurrence Point 4— Avoidance and Minimization To minimize or avoid impacts, the following issues were evaluated: • Horizontal and vertical alignment shifts • Slopes and right of way • Construction techniques • Bridge design The typical section varies along the project corridor, and was selected so that the project would meet the purpose and need of the project with the minimal footprint feasible. Of the 5.5-mile corridor studied, this resulted in 1.7 miles of 3-lane road, 2.8 miles of 4-lane divided road, and 1 mile with no improvements. In addition, the following specific avoidance and minimization measures were included in the design and noted on the attached figures: • Selected a best-fit alignment that minimizes impacts to Watauga River, Laurel Fark, and Big Branch. The design widens asyminetrically into the mountain in the following locations to avoid impacts to the streams: o Sta 245+00 to Sta 252+80 o Sta 256+40 to Sta 284+00 o Sta 307+00 to Sta 311+00 • Added retaining walls and concrete barriers to further reduce impacts to streams. The design includes retaining walls in the following locations: o Sta 213+80 to Sta 214+87 o Sta 224+70 to Sta 227+90 o Sta 230+50 to Sta 234+10 o Sta 239+00 to Sta 243+50 o Sta 251+70 to Sta 252+g0 o Sta 352+20 to Sta 358+00 o Sta 360+00 to Sta 365+00 • Used steeper slopes to minimize or avoid impacts to streams at the following locations: o Sta 243+50 to Sta 251+70 — Widened into the mountain using 0.75:1 cut slope o Sta 309+00 —1.5:1 cut slope o Sta 340+50 to Sta 341+50 — 1:1 cut slope Individual stream and wetland impact are shown on the attached figures and listed in Tables 2 and 3. R-2566B Merger CP 3& 4A 5 March 14, 2017 Table 2. Anticipated Stream Impacts Stream Name Map ID Impacts* Minimization/ Figure (linear ft) Avoidance Measure No. Watauga River Watauga �** Asymmetrical Widening 1B, 1C River and Retaining Walls UT to Watauga River SFU 37 lA UT to Watauga River SFV 277 lA UT to Watauga River SFW 92 lA UT to Watauga River SGD 150 1B UT to Watauga River SGE 42 Retaining Wall Ig UT to Watauga River SGG 38 1B UT to Watauga River SGH 107 1B UT to Watauga River SGI 25 1B UT to Watauga River SGJ 42 Retaining Wall 1B UT to Watauga River SGO 51 1 B UT to Watauga River SGP 104 1B UT to Watauga River SGS 71 1C Laurel Fark Laurel Fork 179 Asymmetrical Widening 1C, 1D, and Retaining Walls lE, 1F UT to Laurel Fork SGT �6 1 C UT to Laurel Fork SGU 54 1C UT to Laurel Fork SGX 11 1C UT to Laurel Fork SGZ 145 1C UT to Laurel Fork SHB 114 1D UT to Laurel Fork SHC 22 1D UT to Laurel Fork SHK 142 lE UT to Laurel Fork SHO 9 1 E UT to Laurel Fark SHW 209 lE UT to Laurel Fork SHZ 36 lE UT to Laurel Fork SIC 72 lE UT to Laurel Fork SID 5 1 E UT to Laurel Fork SIF 13 Retaining Wall 1 E UT to Laurel Fork SIG 258 1F UT to Laurel Fork SIJ 18 1F Total 2,400 * lmpacts based on a 25-foot butter around the preliminary design slope stakes ** No impacts; included in table as part of the list of minimization and avoidance measures R-2566B Merger CP 3& 4A 6 March 14, 2017 Table 3. Anticipated Wetland Impacts Map ID Impacts* (acres) Figure No. WBZ 0.06 lA WCE 0.02 1B WCF 0.02 1B WCG 0.03 1B WCI 0.06 1B WCK 0.05 1B WCQ 0.03 1D WCU 0.01 lE WCV 0.01 lE WCX 0.02 lE WDA < 0.01 lE WDB < 0.01 1F WDC < 0.01 1F Total 0.31 * Impacts based on a 25-foot buffer around the preliininary design slope stakes Project Status/Schedule Environmental Assessment Signed September 2016 Public Hearing November 7, 2016 Finding of No Signiiicant Impact July 2017 Agency Comments on Environmental Assessment NC Division of Water Resources (excemts are included below. see December l. 2016 comments 1. The Watauga River, Laurel Fork and their tributaries are Trout waters (Tr) of the State. The NCDWR recommends that the most protective sediment and erosion control BMPs be implemented to reduce the risk of turbidity violations in trout waters (i.e., Design Standards in Sensitive Watersheds). In addition, all disturbances within trout buffers should be conducted in accordance with NC Division of Land Resources and NC Wildlife Resources Commission requirements. 2. The Watauga River is classified as High Quality Waters (HQW) of the State. This is one of the highest classifications for water quality. Provided the project meets the requirements of NCDOT NPDES permit NCS000250, no application for individual State Stormwater permit will be required (Streamlining State Stormwater Permitting for NCDOT Projects letter, July 26, 2013). The 401 Water Quality Certification application will need to specifically address the proposed methods for stormwater management. More specifically, stormwater shall not be permitted to discharge directly into streams or surface waters. R-2566B Mer�er CP 3& 4A 7 March 14, 2017 NC Wildlife Resources Commission (excerpts are included below, see December 9, 2016 comments� While we agree with using a"Best Fit" aligmment for the project, we are not yet convinced that the typical sections of the preliminary design are truly making the fewest improvements possible and minimizing impacts along the corridor. Current design (with a 25-foot buffer around slope stakes) is anticipated to impact 0.2 acres of wetlands and 3,270 linear feet of stream at the 19 stream crossings. We are particularly concerned about portions of the proposed 3-lane section where the Watauga River is in closer proximity to the roadway and steep mountainous terrain occurs on the opposite side of the road. We recommend avoiding or minimizing impacts to the river floodplain and natural vegetated buffer that protects water quality and serves as habitat and a travel corridor for wildlife. We also recommend avoiding or minimizing cuts into the mountainsides to prevent additional sediment sources and to preserve habitat and aesthetic qualities. 2. Traffic data presented in the EA show that the only road segments of the project that are predicted to be at an unacceptable level of service for certain time periods in the design year 2040 are north of Broadstone Road, which is proposed to be widened to a 4-lane divided roadway. One intersection in the proposed 3-lane portion and one intersection where no improvements are planned are predicted to have an unacceptable LOS in 2040 in both the No-Build and Build scenarios for certain times of day or week. We assume extra turn lanes or adding signalization could improve intersection LOS, however the data for the road sections appears to indicate that additional capacity is not required for acceptable LOS. The second southbound lane of the 3-lane section would serve as a passing lane and therefore may provide some benefit. We recommend that the third lane be discontinued in areas where the space between the river and the mountainside narrows, such as the stretch south of Broadstone Road. Our scoping comments indicated that wildlife crossings should be provided along the project to reduce habitat fragmentation and improve safety. Other than the bridge over the Watauga River, which will be replaced with another bridge, no other stream crossing has been shown to be feasible or practicable to be replaced with a bridge during project development to this point. Existing culverts are proposed to be replaced with larger culverts or extended. Crash data in the EA did not address collisions with wildlife. We request additional investigation into this issue that identifies any wildlife collision hotspots to help determine the need far formal wildlife crossings. Minimizing the project footprint by reducing the typical section in certain areas may improve safety by minimizing these types of crashes. 4. We believe that stormwater treatment and other low-impact design measures will be important for both the direct impacts of the project and future development to protect important sensitive resources. 5. We continue to recommend context sensitive solutions to minimize impacts to aquatic and terrestrial resources along the project and ensure compatibility with the natural and human environment of the area. Further minimization of the footprint and impacts should be pursued for all portions of the project. We encourage NCDOT and local officials to work together and to use low impact development techniques to maximize the management of storm water quantity and quality in the project area. R-2566B Merger CP 3& 4A 8 March 14, 2017 Revisions to the Environmental Assessment The stream and wetland impacts reported in the EA were based on the WEX files, which measured impacts along the banks of the streams (rather than the centerline of the streams) for named streams: Laurel Fork, Watauga River, and Big Branch. It also measured the number of streams and wetlands impacted as the number of streams that cross NC 105 (rather than those where the stream encroaches into only one side of the project corridor). The estimated project impacts reported in the EA and updated as described herein are listed in Table 4 Table 4. Anticipated Impact Comparison Resource Anticipated Impact Revised Anticipated Reported in EA* Impact* Number of Streams 19 28 Linear Feet of Streams 3,270 feet 2,400 feet Acres of Wetlands 0.2 acres 031 acres * Anticipated impact tor the Best-Fit Alternative, based on a 25-toot butYer around proposed slope stakes Surveys Underway • An archaeological survey is currently underway. Consultation is underway for the northern long-eared bat and the Virginia big-eared bat. NCDOT is determining next steps for the grey bat, which has recently been added to the list for Watauga County. R-2566B Merger CP 3& 4A 9 March 14, 2017 Project Title: TIP Project No. WBS No.: Section 404/NEPA Interagency Agreement Concurrence Point 3 Least Environmentally Damaging Practicable Alternative (LEDPA) NC 105 Improvement from Clarks Creek Road to NC 105 Bypass R-2566B 37512.1.1 The Project Team has concurred on this date to select the Best-Fit Build Alternative as the LEDPA for Project R-2566B. Name Agencv Date FHWA USACE NCWRC RPO Project Title: TIP Project No. WBS No.: Section 404/NEPA Interagency Agreement Concurrence Point 4A Avoidance and Minimization Measures NC 105 Improvement from Clarks Creek Road to NC 105 Bypass R-2566B 37512.1.1 The Project Team has concurred on this date to use the following measures to minimize or avoid impacts. The typical section varies along the project corridor, and was selected so that the project would meet the purpose and need of the project with the minimal footprint feasible. Of the 5.5-mile corridor studied, this resulted in 1.7 miles of 3-lane road, 2.8 miles of 4-lane divided road, and 1 mile with no improvements. In addition, the following avoidance and minimization measures were included in the design: Selected a best-fit alignment that minimizes impacts to Watauga River, Laurel Fork, and Big Branch, including widening asymmetrically in several locations. 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QF r�oark e� �hw �'T Existing Property Line Proposed Construction Easement Proposed Striping - Proposed Drainage Structure to be Replaced o x Existing Right-of-Way - Proposed Bridge - Proposed Paved Shoulder � Proposed Removal ofAsphalt Pavement b 3 9''T��Hr 4F r�Pds� -- Proposed Right-of-Way Proposed Edge of Travel - Proposed Retaining Wall Proposed Median Delineated Pond Q 25-ft Slope Stakes Buffer Delineated Stream � Stream Impact Delineated Wetland Wetland Impact Figure 1C Stream and Wetland Impacts TIP Project No. R-2566B NC 105 Improvements Watauga County �`a�- i: . � , _,� .. _. ,_ _,�y a,r. ��+� 0 I i'�` .y�j '� �1 --_ Y, � . ,,. ; ,y� ,,� '� �, +'�.� ), � �• � S� � g+��� sst «R` i:� O a,,a.. f �'--:C�Ay_�"��, �,u' ��:�� .1 ' t;� ��a �..,s_�.` .� - �,.,� + ��19`:" � . � ' ,�4�, It. � . . . 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