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HomeMy WebLinkAbout20190397_R-2566 Merger CP 4A Packet March 2018_20180320NEPA/4O4 MERGER CONCURRENCE POINT 4A TIP PxoJECT R-2566B WBS 37512.1.5 FEDE�L AiD NUMBER NHP-01 SO(OO4) NC lOSI�Rov�mvis �oM C�Rxs Cx� RoAn (SR 1136) To NC lOSBYPAS5(SR11O7)m�BOONE WATAUGA CO UNTY S Y INFORMATION Meeting Purpose The purpose of this meeting is CP 4A — To identify avoidance and minimization efforts. Concurrence was previously reached on CP 4A at a Merger meeting in July 2017. Since that time, a new c onc ept has been developed between Station 176+00 (near Old Shull's Mill Road) and Station 265+00 (near Broadstone Road) to minimize impacts to the animal passageway and floodplain area parallel to the Watauga River. The ariginal alignment and the new ("Western") alignment will be presented to the Merger Team far concurrence on how to proceed. Maps showing the slope stakes + 25' buffer are attached, and anticipated impacts are included in this packet. 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 2018-2028 State Transportation ImprovementProgram (STIP). • Project R-2566B: Right of Way acquisition is currently scheduled to begin in Fiscal Year (F� 2021, and construction is scheduled to begin in FY 2023. • 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 termini 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 ar 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 w eekend 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). R-2566B CP 4A Me�ing Packet 1 March 2018 • 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. 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 final 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 L1T to Laurel Fork to 1@ 8'x6' RCBC • Site 4— Remove and replace existing culvert carrying a LJT to Laurel Fork to 1@ 8'x6' RCBC • Site 6— Remove and replace existing culvert carrying a LJT to Laurel Fork to 2@ 12'x7' RCBC • Site 7a— On private property; more study recommended • Site 7b — On private property; more study recommended Concurrence Point 3 At a meeting in March 2017, the Merger team agreed to select the Best-Fit Build Alternative as the LEDPA for Project R-2566B. Concurrence Point 4A At a meeting in July 2017, the Merger team agreed to the following avoidance and minimization measures, included in the design of the 1.7 miles of 3-lane road, 2.8 miles of 4-lane divided road, and 1 mile with no improvements: • Selected a best-iit alignment that minimizes impacts to Watauga River, Laurel Fork, and Big Branch, including widening asymmetrically in several locations. • Added several retaining walls and concrete barriers to furtherreduce impacts to streams. � Used steeper slopes to minimize or avoid impacts in several locations. The following commitments were made, and willbe discussed again at the CP 4B and 4C meetings: • The feasibility of holding the existing utility line between old Shull's Mill Road (north) and Broadstone Road will be investigated. • Temporary construction easements will be kept outside of the floodplain, floodway, and Watauga River where feasible. • Permanent construction and slope stakes will stay out of 100-year floodplain, floodway, and Watauga River. If not feasible, the Merger team will revisit CP 4A. • Section BA will not be constructed until sufficient information is available to apply for a phased permit. R-2566B CP 4A Me�ing Packet 2 March 2018 Typical Section The design presented at the public hearing and shown on the attached iigures 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 concems. 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. 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. 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. Project Status/Schedule Environmental Assessment Signed September 2016 Public Hearing November 7, 2016 Finding of No Significant Impact Spring 2018 Concurrence Point 4A — Avoidance and 1Vlinimization General Avoidance and Minimization Efforts 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. if'ic Avoidance and Minimization Efforts In addition, the following specif'ic avoidance and minimization measures were included in the design. The attached figures show the avoidance measures studied. See Table 1 for an impacts and cost comparison of the two alignments within this section. R-2566B CP 4A Me�ing Packet 3 March 2018 The following were agreed to at the July 2017 CP 4 Meeting, based on the Original Alignm ent, between Station 176+00 and Station 265+00. • Selected a best-fit alignment that minimizes impacts to Watauga River, Laurel Fork, and Big Branch. The design widens asymmetrically into the mountain in the following locations to avoid impacts to the streams: o Sta 245+00 to Sta 252+80 Added retaining walls and concrete barriers on the eastern side of the roadway 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+80 • 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 The following are proposed as part of the Western Alignment, between Station 176+00 and Station 265+00. This alignment would increase the separation between the proposed project and the Watauga River which is anticipated to decrease impacts in the floodplain, on animal passageways, and reduce need for utility relocation. • The design widens asymmetrically into the mountain in the following locations to avoid impacts to the streams: o Sta 180+00 to Sta 253+00 • Added retaining walls and concrete barriers on the western side of the roadway (unless noted otherwise) to further reduce impacts to streams, residences and rock cuts. The des ign inc ludes retaining walls in the following locations: o Sta 183+00 to Sta 185+00 o Sta 196+00 to Sta 197+00 o Sta 200+00 to Sta 208+00 o Sta 209+25 to Sta 215+48 o Sta 215+51 to Sta 216+50 o Sta 226+00 to Sta 226+50 o Sta 231+00 to Sta 235+50 o Sta 251+70 to Sta 252+80 (eastern side) o Sta 261+00 to Sta 261+50 Used slopes steeper than 2:1 to minimize or avoid impacts to streams and rock cuts at the following locations: o Sta 181+00 to Sta 188+70 — Widened into the mountain using 1.5:1 cut slope o Sta 188+70 to Sta 193+10 — Widened into the mountain using 1:1 cut slope o Sta 199+20 to Sta 212+00 — Widened into the mountain using 1.5:1 cut slope o Sta 212+00 to Sta 214+50 — Widened into the mountain using 1:1 cut slope o Sta 220+00 to Sta 227+00 — Widened into the mountain using 1.5:1 cut slope o Sta 227+00 to Sta 231+00 — Widened into the mountain using 0.5:1 cut slope o Sta 231+00 to Sta 232+50 — Widened into the mountain using 1:1 cut slope o Sta 235+90 to Sta 243+00 — Widened into the mountain using 1:1 cut slope o Sta 243+00 to Sta 251+00 — Widened into the mountain using 0.75:1 cut slope o Sta 255+00 to Sta 260+00 — Widened into the mountain using 0.5:1 cut slope R-2566B CP 4A Me�ing Packet 4 March 2018 The following were agreed to at th�e July 2017 CP 4 Meeting, and hczve not changed. They a�°e outside of the section between Station 176+00 a�nd Station. 265+00. Selected a best-fit alignment that minimizes impacts to Watauga River, Laurel Fork, and Big Branch. The design widens asymmetrically into the mountain in the following locations to avoid impacts to the streams: o Sta 265+00 to Sta 284+00 o Sta 307+00 to Sta 311+00 • Added retaining walls and concrete barriers on the northern side of the roadway to further reduce impacts to streams. The design includes retaining walls in the following locations: o Sta 352+20 to Sta 358+00 o Sta 360+00 to Sta 365+00 � Used steeper slopes to minunize or avoid unpacts to streams at the following locations: o Sta 309+00 — 1.5:1 cut slope o Sta 340+50 to Sta 341+50 — 1:1 cut slope Table 1 shows the vnpacts and cost difference between the two alignments. Tables 2 and 3 show the individual stream and wetland impacts for this section of the project. Table 1. Impacts and Cost Comparison for Alignment Shift between Sta 176+00 and Sta 265+00 Original Alignment Western Alignment Stream Impacts (LF� 975 985 WetlandImpacts (Acre) 0.5 0.4 � Owners Impacts 30 34 `�c.� Relocations 4 5 � Encroaches ulto Limited encroachment east of Other Impacts floodplain and animal existing edge of pavement passageway (Sta 176+00 to Sta 250+00) Total Cost Difference* $3,210,000 (higher) NOTE:Impactscalculated ttsing a 25' offsetoftheproposedslopestakes. NOTE: Impacts due to original alignment only include if between Sta 176+00 and Sta 265+00. *Only includes difference in utility and construction costs, anddoes not include difference in ROW cost. R-2566B CP 4A Meeting Packet 5 March 2018 Table 2. Anticipated Stream Impacts between Sta 176+00 and Sta 265+00 Original Alignment Western Alignment Stream Figure Length (LF� Length (L� Big Brancll 0 5 1A Laurel Fork 70 105 1C SFV 60 60 lA SFW 50 50 lA SGB 0 25 lA SGD 155 170 1B SGE 45 20 1B SGF 0 30 1B SGG 40 0 1B SGH 75 70 1 B SGI 60 0 1 B SGJ 45 50 1 B SGO 110 180 1B SGP 55 0 1 B SGS 75 90 1 C SGT 80 70 1 C SGU 55 60 1 C Total 975. 00 985. 00 NOTE: Stream impacts were calculated using a 25' buffer of the proposed slope stal<es and were rounded up to the nearest 5 foot interval for each individual stream. Table 3. Anticipated Wetland Impacts between Sta 176+00 and Sta 265+00 Original Alignment Western Alignment Wetland Figure Area (Ac) Area (Ac) WBZ 0.0 0.0 1 A WCE 0.1 0.0 1 B WCF 0.1 0.1 1 B WCG 0.1 0.1 1 B WCI 0.1 0.1 1B WCK 0.1 0.1 1 B Total 0. 5 0. 4 NOTE: Wetlandiinpactswere calctilated using a 25 foot bufferoftheproposedslopestal<es and row�ded up to the nearest 0.1 acre interval for each individual wetland. Wetland labels correspond to the NRTR map IDs. R-2566B CP 4A Meeting Packet 6 March 2018 Avoidance and Minimization Commitments Additional geotechnical survey has been prepared. However, final designs are not yet available, and a work zone trafiic control plan has not been developed. Therefore, specif'ic avoidance and minimization measures will be addressed in CP 4B and 4C meeting. NCDOT proposes that the following commitments be included in the CP 4A agreement, which were previously agreed to in the July 2017 CP 4A meeting: • The feasibility of holding the existing utility line between old Shull's Mill Road (north) and Broadstone Road will be investigated. • Temporary construction easements willbe kept outside of the floodplain, floodway, and Watauga River where feasible. • Permanent construction and slope stakes will stay out of 100-year floodplain, floodway, and Watauga River. If not feasible, the Merger team will revisit CP 4A. • Section BA will not be constructed until sufficient information is available to apply for a phased permit R-2566B CP 4A Me�ing Packet 7 March 2018 Section 404/NEPA Interagency Agreement Concurrence Point 4A Avoidance and 1V�inimization Measures Project Title: NC 105 Improvement from Clarks Creek Road to NC 105 Bypass TIP Project No.: R-2566B WBS No.: 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. • Shifted the alignment to the west between Sta 176+00 and 265+00 to reduce impacts on animal passageway parallel with the Watauga River and floodplains. • Added severalretaining walls and concrete barriers to furtherreduce impacts to streams. • Used steeper slopes to minimize or avoid impacts in several locations. The following commitments have been made, and will be discussed again at the CP 4B and 4C meetings: • The feasibility of holding the existing utility line between old Shull's Mill Road (north) and Broadstone Road will be investigated. • Temporary construction easements willbe kept outside of the floodplain, floodway, and Watauga River where feasible. • Permanent construction and slope stakes will stay out of 100-year floodplain, floodway, and Watauga River. If not feasible, the Merger team will revisit CP 4A. • Section BA will not be constructed until sufficient information is available to apply for a phased permit Name Agency Date I�O1�d/:1 USEPA USACE USFWS NCDOT NCWRC NCDWR NCSHPO ..� R-2566B CP 4A Me�ing Packet 8 March 2018 �. _�" .�.. _ ,..}. . �y'7� � i� ...' . '. .,. _. _..�.. ., a•` , : ..t' .T.._,': o-.S.s_�.. - r�.�.� s - - �h�� ,-�� - �rq•.:,s.pt, � �!''� s�� ,�.W : . . aF _.. . . . . .. ,� +i� .7�� '. . .. . `> , ';:;� ' ..'- �"�w '-� .-•; ' Yh ' :�'..,. s�:. 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