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HomeMy WebLinkAbout20190231 Ver 1_U-3467 CP3-4A Packet_4-12-17_20170412Concurrence Meeting Package Least Environmentally Damaging Practicable Alternative (Concurrence Point 3) Avoidance and Minimization (Concurrence Point 4A) NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Wesley Chapel Construct Four Lane Roadway, Part on New Location Union County NCDOT STIP Project No. U-3467 Federal Aid No. STP-1316(10) WBS No. 39019.1.1 April 12, 2017 at 3:00 p.m. Structure Design Conference Room C, NCDOT Century Center Building A 1000 Birch Ridge Drive, Raleigh, NC 27610 Table of Contents MeetingAgenda ......................................................................................................................iii 1.0 Introduction and Project Description ......................................................................1 1.1 Purpose of Today's Meeting ...............................................................................1 1.2 Project Description ..............................................................................................1 1.3 Purpose and Need ...............................................................................................1 1.4 Project Status ......................................................................................................1 2.0 Alternatives Evaluated in the Environmental Assessment ...................................... 2 2.1 Detailed Study Alternatives ................................................................................3 2.2 Access and Right-of-Way ....................................................................................3 2.3 Proposed Typical Section ....................................................................................3 3.0 Public Involvement ................................................................................................. 3 3.1 Meetings with the Public and Local Officials ......................................................3 3.2 Combined Public Hearing ....................................................................................4 4.0 NCDOT Preferred Alternative ................................................................................. 7 5.0 Summary of Project Area Resources and Probable Impacts ..................................10 5.1 Water Resources ...............................................................................................10 5.2 Hydraulic Evaluation .........................................................................................10 5.3 Protected Species ..............................................................................................17 5.4 USTs, Hazardous Waste and Landfills ...............................................................17 5.5 Utilities ..............................................................................................................18 5.6 Cultural Resources ............................................................................................19 6.0 Avoidance and Minimization ................................................................................ 22 6.1 Section 404 Avoidance and Minimization Measures ........................................22 6.2 Additional Avoidance and Minimization ...........................................................23 Appendix A — Figures Appendix B— Traffic Summary Tables and Agency Comments on the Environmental Assessment Appendix C— Section 404 / NEPA Interagency Agreement Signature Forms i List of Tables Table 1. U-3467 Alternative Preferences from Combined Public Hearing ..........................4 Table 2. Stream Characteristics and Potential Impacts for Alternatives A2 and CA2.........9 Table 3. Characteristics and Anticipated Impacts for Study Area Streams .......................11 Table 4. Characteristics and Anticipated Impacts for Jurisdictional Wetlands .................13 Table 5. Characteristics and Anticipated Impacts for Other Surface Waters ...................14 Table 6. Major Drainage Structure Recommendations .....................................................15 Table 7. Federally-Protected Species for Union County ...................................................17 Table 8. Underground Storage Tanks in the Project Area .................................................18 Table 9. Historic Architectural Resource Effects ..............................................................20 Table 10. Summary of Potential Environmental Effects ...................................................21 m NEPA/Section 404 Merger Meeting Concurrence Points 3 and 4A NC 84 NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Wesley Chapel Construct Four Lane Roadway, Part on New Location Union County NCDOT STIP Project No. U-3467 Federal Aid No. STP-1316(10) WBS No. 39019.1.1 April 12, 2017 Meeting Agenda 1. Introductions and Sign-in 2. Purpose of Meeting 3. Project Overview Purpose and Need Alternatives NCDOT Preferred Alternative Probable Impacts of the Proposed Project 4. Concurrence Point 3 Signature Form Review 5. Avoidance and Minimization 6. Concurrence Point 4A Signature Form Review IV 1.0 INTRODUCTION AND PROJECT DESCRIPTION 1.1 Purpose of Today's Meeting The purpose of today's meeting is to reach concurrence on the Least Environmentally Damaging Practicable Alternative (Concurrence Point 3) and Avoidance and Minimization (Concurrence Point 4A). Formal concurrence on Concurrence Points 3 and 4A will be requested during this meeting. 1.2 Project Description The proposed project is included in the North Carolina Department of Transportation's (NCDOT) approved 2016-2025 State Transportation Improvement Program (STIP) as Project U-3467. NCDOT is proposing to extend Rea Road (SR 1316) on new location from NC 16 in Weddington to NC 84 (the new location roadway would be signed as NC 84), and widen existing NC 84 to Waxhaw-Indian Trail Road (SR 1008) in Wesley Chapel. The proposed project is approximately 4.5 miles long. 1.3 Purpose and Need The purpose of the proposed project is to improve the mobility and connectivity of Weddington Road (NC 84) in the project study area. Mobility refers to the movement of people or goods. The measure of performance for evaluating an improvement in mobility along NC 84 in the project area will be level of service (LOS). The proposed project is intended to bring the peak hour operations at study area intersections to an overall LOS D or better. Connectivity refers to the density of connections in road networks and the directness of links. Improvements to connectivity reduce travel distances and times and provide enhanced route options for travelers and service providers. Traffic volumes in 2035 are expected to exceed capacity on NC 84 in the project area (see Tables B-1 and B-2 in Appendix B). In addition, vehicles traveling west on existing NC 84 to Rea Road must follow a longer, indirect route. Currently, westbound traffic on NC 84 must turn left onto NC 16, travel approximately 0.75 mile, and then turn right onto Rea Road (see Figure 1 in Appendix A). The proposed project is included in the Western Union County Local Area Regional Transportation Plan as NC 84 Relocation (Rea Road Extension). The Plan ranks U-3467 as the No. 1 High Priority Recommended Thoroughfare Plan project. The proposed project would improve connectivity by providing a more direct link between western Union County and Charlotte/Mecklenburg County. It would provide an alternate route to I-485 and Charlotte, enhancing regional travel options. The proposed project would also provide additional capacity, improving level of service and mobility, on NC 84 in the project area (see Tables B-1 through B-3 in Appendix B). 1.4 Project Status NEPA/Section 404 Merger screening was conducted on September 17, 2012 with Federal Highway Administration (FHWA), US Army Corps of Engineers (USACE), and NC Department of Environment Quality - Division of Water Resources (NCDWR). It was agreed the project would follow a modified process, with a joint Merger Team meeting for Concurrence Points 2A (Bridging Decisions and Alignment Review) and 4A (Avoidance and Minimization). A project scoping letter announcing the start of U-3467 project development and environmental and engineering studies was mailed out to federal, state, and local agencies in November 2012. An External Scoping meeting was held on November 14, 2012. Representatives from NCDOT, FHWA, USACE, US Fish and Wildlife Service (USFWS), US Environmental Protection Agency, NCDWR, and NC Wildlife Resources Commission (NCWRC) participated in the meeting. The U-3467 Environmental Assessment (EA), signed on May 28, 2015, was made available at several locations in the project area and on the project's website. Comments received during the public hearing comment period are summarized in Section 3.0. Agency comments on the Environmental Assessment are included in Appendix B. A meeting with several members of the Merger Team was held on December 7, 2016 to provide an update on the status of the project. At this meeting, Team members suggested it was likely the project's modified Merger process would also include Concurrence Point 3(Least Environmentally Damaging Practicable Alternative). The USACE, FHWA and NCDOT determined the U-3467 Merger process would include Concurrence Points 2A, 3 and 4A. At a meeting on March 15, 2017, the NEPA/Section 404 Merger Team concurred on CP 2A, Bridging Decisions and Alignment Review. 2.0 ALTERNATIVES EVALUATED IN THE ENVIRONMENTAL ASSESSMENT A range of preliminary alternatives were considered for the proposed project, including the No Build Alternative, and alternatives that considered alternate modes of transportation. As documented in Section 3.1 of the EA, these preliminary alternatives did not improve the mobility and/or connectivity of NC 84 in the project study area. Therefore, they did not meet the Purpose and Need of the project and were eliminated from further consideration. An "improve existing' alternative (Alternative B) was also evaluated. Alternative B would widen existing NC 84 to a four-lane median divided roadway from just east of the roundabout at Weddington-Matthews Road (SR 1344) to Waxhaw-Indian Trail Road. Alternative B would provide additional capacity on NC 84 in the project study area. However, the alternatives carried forward for detailed study (see Section 2.1) would provide a greater increase in system capacity with the addition of four travel lanes in the new location portion of the project area, as opposed to only two additional lanes with Alternative B. With Alternative B, drivers travelling west on NC 84 to Rea Road would follow a"dog-leg" route, proceeding through the roundabout to the signalized intersection at NC 16, turn left onto NC 16, travel approximately 0.75 mile to the signal at NC 16 and Rea Road, and turn right onto Rea Road. As a result, the "improve existing" alternative would also increase travel distance, travel time, stops and fuel use for motorists travelling from NC 84 to Rea Road when compared to the alternatives carried forward for detailed study (see Table B-3 in Appendix B). Because the "improve existing" alternative does improve the connectivity of NC 84 in the project area it does not meet the project's 2 Purpose and Need and was eliminated from further consideration. Alternative B was shown at the June 2013 public meeting. Two Build alternatives were developed for the proposed project that extend Rea Road on new location from its current endpoint at NC 16 to existing NC 84 approximately 0.35 mile west of Twelve Mile Creek Road (relocate NC 84), and from there widen existing NC 84 to Waxhaw-Indian Trail Road (Alternatives A and C). Options were developed to further minimize potential impacts to wetlands (Alternatives A2 and C2). In consultation with FHWA, NCDOT selected Alternatives A2 and C2 for detailed study because they meet the project's Purpose and Need and minimize potential impacts to wetlands. Alternatives A2 and C2 were shown at the January 2016 public hearing. 2.1 Detailed Study Alternatives Alternative A2 begins just west of the existing Rea Road/NC 16 intersection. From NC 16, Alternative A2 extends on new location to the northeast and east to tie into existing NC 84 about 0.40 mile west of Twelve Mile Creek Road. Alternative A2 then follows existing NC 84 to just east of Waxhaw-Indian Trail Road. The total length of Alternative A2 is 4.35 miles. Alternative C2 begins approximately 0.12 mile west of the existing Rea Road/NC 16 intersection. From NC 16, Alternative C2 extends on new location to the southeast and east to tie into existing NC 84 approximately 0.33 mile west of Twelve Mile Creek Road. Alternative C2 then follows existing N 84 to just east of Waxhaw-Indian Trail Road. The total length of Alternative C2 is 4.34 miles. 2.2 Access and Right-of-Way The proposed right-of-way width is 150 feet. No control of access is proposed; however, the project is expected to be a median-divided boulevard-type facility. While the addition of a median will not eliminate access to any parcels, it will change the way many parcels are accessed to right-in/right- out. 2.3 Proposed Typical Section The proposed typical section consists of four lanes (two in each direction) with a 23-foot raised grass median (see Figure 3). A 12-foot inside lane, 14-foot outside lane (to accommodate bicycles), and a ten-foot berm are proposed in each direction. Mountable curb and gutter is provided on the inside lanes along the median. Curb and gutter along the outside lanes is 2.5 feet wide. The typical section includes side slopes of 2:1 (maximum) for all cut or fill heights. The inclusion of sidewalks on both sides of the road is pending a cost-share agreement with local jurisdictions. A 50 mile per hour (mph) design speed is proposed. 3.0 PUBLIC INVOLVEMENT 3.1 Meetings with the Public and Local Officials Early coordination meetings were held in July 2012 with representatives from Union County, the Town of Weddington, and the Village of Wesley Chapel. 3 NCDOT held a public meeting on June 25, 2013 in the project area. The purpose of the meeting was to receive input from the public on the proposed project, including the project's Purpose and Need and preliminary alternatives. NCDOT conducted a local officials informational meeting on June 25, 2013 prior to the public meeting. Representatives from Union County, the Village of Wesley Chapel and the Town of Weddington attended the local officials meeting. NCDOT representatives met with the Weddington Town Council regarding the proposed project at a Special Town Council Meeting on August 19, 2013. NCDOT representatives met with the Wesley Chapel Town Council at a Special Town Council Meeting on November 29, 2016. 3.2 Combined Public Hearing A Combined (Location and Design) Public Hearing was held on Tuesday, January 26, 2016 at Graceway Baptist Church in Matthews, North Carolina. One hundred forty-one (141) citizens registered their attendance at the meeting. Twelve (12) individuals recorded comments for the record at the public hearing and 380 people submitted one or more written comments at the meeting and/or during the comment period following the meeting. Many citizens expressed concern about impacts to Wesley Chapel Weddington Athletic Association/Optimist Park and Southbrook Community Church parking. Other concerns included the proposed new location alignments, impacts to property values, specific intersection configurations, the need for the project as compared to other area needs, noise impacts, pedestrian facilities, and potential environmental effects of the project. The most frequent comments expressed by citizens were in regard to the following: • Concerns about impacts to the athletic fields at Optimist Park (243) • Requests for a deceleration lane along NC 84 at Optimist Park (199) • Requests to widen NC 16 instead of the proposed project (44) • Opinions about specific intersection configurations (41) • Alignment modification suggestions for Alternatives A2 and C2 (41) Some commenters indicated their alternative preference as shown in Table 1 below. Most commenters did not specifically mention an alternative preference. Table 1. U-3467 Alternative Preferences from Combined Public Hearing Alternative A2 Alternative C2 Combination of Had No Alternative Bl Alts. A2 and C2 Preference (Improve Existing) 33 14 10 17 41 1 Alternative B was eliminated from further consideration during the preliminary alternatives review phase because it did not meet the purpose and need of the project. Summarv of Post-Hearin� Meetin� Resolutions 1. The Village of Wesley Chapel has indicated they have planned for and support shifting the project's alignment onto Dogwood Park property. NCDOT, in coordination with FHWA, will investigate this potential alignment shift to reduce impacts to Southbrook Community Church and Optimist Park. Status: A proposed design shift has been developed. Studies are underway to satisfy NC Department of Natural and Cultural Resources (NCDNCR), Division of Parks and Recreation requirements for a Parks and Recreation Trust Fund (PARTF) conversion request. Alternative A2 and C2 design presented at the public hearing: � � � t WEO�INGTIDN � :OPTIMISi PakK i � �_ ' . . _� � ,� ��y���� �'_�! Do�wood Park is located on the southeast corner of the NC 84/Lester Davis Road intersection. The original preliminary design for the proposed project widens NC 84 to the north to avoid impacting the park property. Weddin�ton Optimist Park is a privately-owned park located on the northern side of NC 84 just west of Lester Davis Road. The eastern section of the park is owned by the Weddington Optimist Club and the western portion is owned by the Wesley Chapel-Weddington Athletic Association. The original design would impact approximately 0.8 acre of Weddington Optimist Park property and approximately 1.8 acres of the Athletic Association's property, including ball fields adjacent to NC 84. Southbrook Community Church is located on the northern side of NC 84 at the Lester Davis Road intersection. Because the original design widens NC 84 to the north in this area to avoid impacts to Dogwood Park, property would be required for right-of-way and easements from Southbrook Community Church. This will result in the loss of church parking spaces adjacent to NC 84. 5 The proposed project is realigned to utilize the 75-foot setback on Dogwood Park property, thus avoiding impacts to Optimist Park fields and Southbrook Community Church parking. Of the approximately 22.5 acres of Dogwood Park property, about 0.73 acre would be affected by NCDOT right-of-way. Revised Alignment: �::� y���r -- __ _ � ; � �'`t�� ...�; , � '��J: a . ���� ��,� ��'`` : , . • y� ,�°'� �4�� . Wecley Chope� � M� • /�-1 � � � � ' ,tj. w+oddi gron _ . � , � - f_ �.J� Ath� Mc � — �M ,,� �7 � . F�559C11 .. � ^' f dH N ' - � Ch ron5 � � ' - � �� � f �� Fnllo �shn � , ' w dd�nqro� r� � � - . �an.w:ei ' �`g ' � ' � � a; _+� � t d MC 61�' ,�. A.« � ♦ ^9 RC �a r�-•�� ; 4 r �__ � �� - �,�r �-a—�_j_ "'� � �` �,,. -~ : � � , - $ , � � y ... "�'`�.��� 1 i����" -- �' --�. � - � �-` ' +�° ' ' '"'.b'� �,� ' Le� � � �r � ,� , , � ; ^�c ����' r "^ �� �f � : � . l ,'~� " �� �',�� ��� � , , t �, . � �; n � � _ � . � j � . `�", . .'. � � �i . ��? \'', � � ,.. .; � r • i$ ~� � _ •/ i - _ `� . . .� -r y N. �.•, . !i ��'+A�ry,�� ! - -.r.l,�. • ; f. / �.''.. ' „ � � �Sa h6 k Cu 1� . C� h ti;• In addition to a de minimis impact finding from FHWA, shifting the alignment onto Dogwood Park would require a conversion of the impacted area as it relates to the Parks and Recreation Trust Fund grant used to purchase the property. When PARTF funding is used by a local government to acquire land, PARTF rules require the land to be used in perpetuity for only public recreation use. A conversion is the use of property acquired or facilities built with PARTF assistance for a purpose other than public recreation. 2. NCDOT will conduct additional traffic studies along NC 84 adjacent to Optimist Park facilities. Lane configurations and traffic control devices will be reviewed during final design to serve, to the extent practicable, peak traffic volumes in the area. Status: Study complete. NCDOT conducted additional traffic studies that expressly considered peak park event traffic volumes. Adjustments were made to represent a worst-case scenario. The traffic analysis shows that delay and queuing are expected at the park accesses during event peaks now and in the future. 0 However, various measures of traffic capacity sufficiency for traffic exiting the park during a peak event hour are substantially improved by the proposed geometry. Considerable delay and queuing are expected at the park accesses during the event peak. It is probable that continuing the practice of utilizing an assigned police officer for traffic control for large events can be anticipated. The traffic study notes that while a traffic signal for the leftover/right-out at Westfork Run (east) is not likely warranted for the build year of the project, this location should be monitored for potential signalization in the future. 3. In response to requests from the public and local officials, NCDOT will evaluate combining parts of the new location portions of Alternatives A2 and C2. Status: A hybrid alternative considering the new location portions of Alternatives A2 and C2 has been developed. NCDOT reviewed comments from the public hearing that requested they evaluate a hybrid of the new location portions of Alternatives A2 and C2. The goals associated with the development of a "combination alternative" include: • Minimize impacts to existing properties, homes and areas proposed for development where practicable. • Minimize impacts to the natural environment where practicable. • Improve roadway geometry where practicable. NCDOT evaluated the new location alignments of Alternatives A2 and C2 and developed Alternative CA2 with the above goals in mind. Alternative CA2 begins just west of the existing Rea Road/NC 16 intersection. From NC 16, Alternative CA2 extends on new location to the northeast and east to tie into existing NC 84 about 0.40 mile west of Twelve Mile Creek Road. Alternative CA2 then follows existing NC 84 to just east of Waxhaw-Indian Trail Road. The total length of Alternative CA2 is 4.36 miles. 4.0 NCDOT PREFERRED ALTERNATIVE NCDOT conducted an Alternative Selection Meeting on July 18, 2016 to select the Preferred Alternative for the proposed project. NCDOT and FHWA reviewed the Detailed Study Alternatives shown at the Combined Public Hearing (Alternatives A2 and C2), along with the "combination alternative," Alternative CA2. NCDOT and FHWA selected Alternative CA2 as the Preferred Alternative. Information on the Preferred Alternative was provided to local officials in late summer 2016 and posted on the project's website. The Preferred Alternative was reviewed with several members of the Merger Team at a meeting on December 7, 2016 and with the full Merger Team at a meeting on March 15, 2017. Alternative CA2 was refined since those meetings to further minimize potential impacts to the human and natural environments. Alternative CA2 is the Preferred Alternative because: 7 ■ Alternative CA2 provides a better geometric design and enhances safety by eliminating the tight curve (radius 926 feet) associated with Alternative A2 near the NC 16 intersection (Figure 2E). With Alternative CA2, drivers traveling west toward NC 16 will encounter a smoother, flatter curve (radius 1,200 feet). This will: - Increase intersection site distance from 483 feet with Alternative A2 to 586 feet with Alternative CA2. - Increase driver awareness of the approaching signalized intersection and provide additional time to respond to a stop condition. The increased reaction time can be of particular benefit to both inexperienced drivers and the elderly. - Provide additional time to respond to turning vehicles and pedestrian traffic. ■ Alternative CA2 provides a better geometric design and enhances safety by eliminating the tight curve (radius 950 feet) associated with Alternative C2 near the NC 84 intersection (Figure 2G). With Alternative CA2, drivers traveling east toward existing NC 84 will encounter a smoother, flatter curve (radius 2,300 feet). This will: - Increase intersection site distance from 374 feet with Alternative C2 to 588 feet with Alternative CA2. - Increase driver awareness of the approaching intersection and provide additional time to respond to a stop condition. The increased reaction time can be of particular benefit to both inexperienced drivers and the elderly. - Provide additional time to respond to turning vehicles and pedestrian traffic. ■ The new location portion of Alternative CA2 avoids the relocation of two homes located just east of the intersection of NC 16 and Rea Road (Figure 2E). ■ Alternative CA2 minimizes impacts to two large properties just east of NC 16, including a tree farm (Figure 2E). ■ Alternative CA2 minimizes impacts to existing homes and properties in the Stratford on Providence subdivision by utilizing an alignment north of the Alternative C2 alignment in the vicinity of Oxfordshire Road (Figure 2F). ■ Alternative CA2 reduces the overall impact to 14 platted lots in a proposed subdivision by utilizing an alignment south of the Alternative A2 alignment in the vicinity of Oxfordshire Road (Figure 2F). ■ The Alternative CA2 Site 9(Mundys Run) hydraulic structure avoids the confluence of Mundys Run and perennial stream SK. Alternative A2 hydraulic structure Site 7(Mundys Run) encroaches into the confluence of Mundys Run and stream SK (using slope stakes plus 25 feet), impacting 76 linear feet of stream SK (Figure 2F). : ■ Overall differences in the potential effects of Alternatives A2 and CA2 on the natural environment are marginal. — Alternative CA2 has 0.12 acre more potential wetland impacts than Alternative A2 (Table 4); however, Alternative A2 has 0.19 acre more potential impacts to ponds than Alternative CA2 (Table 5). — The difference in stream impacts between Alternative A2 and Alternative CA2 is less than 155 linear feet (see Table 2). This difference is due to variances in potential project impacts at five streams: three perennial streams (Mundys Run, SK and SS) and two intermittent streams (SP and SAD). • Although Alternative CA2 has 152 linear feet more potential stream impacts than Alternative A2, the majority of these impacts are to lower quality intermittent streams (SP and SAD). Alternative A2 has 90 linear feet more potential impacts to higher quality perennial streams (SK and SS) than Alternative CA2. The five streams (Mundys Run, SK, SP, SS and SAD) were evaluated by a qualified biologist during a field visit on March 10, 2017. All of these streams are located within the new location portion of the project and scored high using NCSAM, due in large part to the amount of existing riparian buffer. However, the two intermittent streams carried no water at the time of the investigation and supported no aquatic life. The perennial streams all had aquatic life and flowing water. Table 2. Stream Characteristics and Potential Impacts for Alternatives A2 and CA2 USACE Length in Potential Impacts Stream Name and ID Figure NCDWR SQA Stream Study Area (linear ft.) Score Rating Type (linear ft.) q2 Cq2 UT to West Fork Twelvemile 21 P 1,356 94 94 Creek, SB West Fork Twelvemile Creek 21 P 1,362 234 234 Culvert Branch 2H P 966 189 189 Mundys Run 2D, 2F, 2G N/A N/A P 5,311 211 222 UT to Mundys Run, SK 2F, 2G 30.5 64 P 2,441 76 0 UT to Mundys Run, SP 2E, 2F 22.5 50 I 1,251 0 156 UT to Mundys Run, SS 2C, 2E 30.5 55 P 3,005 414 389 UT to West Fork Twelvemile 2� I 305 110 110 Creek, SZ UT to Mundys Run, SAD 2F 20 45 I 622 160 246 Totallntermittent 270 512 Total Perennial 1,218 1,128 Total 1,488 1,640 0 5.0 SUMMARY OF PROJECT AREA RESOURCES AND PROBABLE I M PACTS 5.1 Water Resources Water resources in the study area are part of the Catawba River basin [U.S. Geological Survey (USGS) Hydrologic Unit 03050103]. There are 28 streams (Table 3), 24 jurisdictional wetlands (Table 4), and 15 otherjurisdictional surface waters (Table 5) in the project study area (see Figures 2A through 2K). Characteristics of the wetlands, streams, and ponds and anticipated impacts by alternative are shown in Tables 3 through 5 below. Named streams in the project study area include West Fork Twelvemile Creek, Culvert Branch, and Mundys Run, all Class C waters. In addition, five unnamed tributaries to West Fork Twelvemile Creek, one unnamed tributary to Culvert Branch, and 19 unnamed tributaries to Mundys Run were identified. The proposed project is located in the Catawba River basin, which is protected under provisions of the Catawba River Buffer Rules administered by NCDWR. However, Catawba River Buffer Rules only apply to the Catawba River mainstem below Lake James and along mainstem lakes from and including Lake James to the South Carolina border. Therefore, streams in the study area are not subject to Catawba River Buffer Rules. There are no designated NCWRC trout waters, anadromous fish waters, or Primary Nursery Areas (PNA) within one mile downstream of the study area. Additionally, Union County is not a designated trout county, therefore no moratoria are anticipated for this project. There are no High Quality Waters (HQW), Outstanding Resource Waters (ORW), or water supply watersheds within one mile downstream of the study area. There are no North Carolina 2014 Final 303(d) listed streams for sedimentation or turbidity, and no benthic and/or ambient water quality monitoring sites within one mile and downstream of the study area. 5.2 Hydraulic Evaluation There are five stream crossings associated with the project alternatives. Alternatives A2, C2, and CA2 each include two existing crossings and one new location crossing. Site 3(Alternatives A2, C2, and CA2) is a crossing of Culvert Branch under NC 84 (Figure 2H). The stream crossing is in a FEMA limited detailed flood study area in a Special Flood Hazard Zone AE. Site 4(Alternatives A2, C2, and CA2) is a crossing of West Fork Twelvemile Creek under NC 84 (Figure 21). The stream crossing is in a FEMA detailed flood study area in a Special Flood Hazard Zone AE. This is the only proposed crossing over a stream with a published floodway, and a floodway modification may be required at this site. NC 84 is proposed to be widened from two lanes to a four-lane divided facility at this stream crossing. Based on the preliminary hydraulic analysis of this site, it is recommended that the existing culvert be replaced with dual 90-foot-long concrete girder bridges. 10 Table 3. Characteristics and Anticipated Impacts for Study Area Streams Stream Name, ID Figure NCDWR Bank Bankfull Water Channel 1 Velocity Stream TypeZ Length in Study Potential Impacts (linear feet) by Alternative3 Index No. Height (ft.) Width (ft.) Depth (in.) Substrate Area (linear ft.) q2 C2 CA2 UT to West Fork Twelvemile Creek, SA 21, 2J 11-138-1 1 1-2 1 Sand Slow I 1,099 0 0 0 UT to West Fork Twelvemile Creek, SB 21 11-138-1 3-5 4-6 4-12 S/S/B Moderate P 1,356 94 94 94 West Fork Twelvemile Creek 21 11-138-1 7-10 12-15 6-24 Cobble Moderate P 1,362 234 234 234 UT to West Fork Twelvemile Creek, SD 21 11-138-1 1-2 3 1-2 Silt Slow I 75 0 0 0 Culvert Branch 2H 11-138-1-1 3-4 6-14 1-3 S/S/G/C Slow P 966 189 189 189 UT to Culvert Branch, SF 2H 11-138-1-1 0.2-1 1-2 1-2 Sand Moderate I 123 0 0 0 UT to Mundys Run, SG 2D, 2F 11-138-1-2 3-4 8-12 12-24 S/S/G/C Moderate P 1,262 0 0 0 I 691 0 0 0 Mundys Run 2D, 2F, 2G 11-138-1-2 1-4 2-12 2-24 S/S/G/C/B Moderate P 5,311 211 190 222 (-35)4 UT to Mundys Run, SI 2C, 2D 11-138-1-2 6-7 4-6 3-6 Sand Slow P 4,560 0 0 0 UT to Mundys Run, SJ 2D 11-138-1-2 1-3 2 1-2 Sand Slow I 68 0 0 0 UT to Mundys Run, SK 2F, 2G 11-138-1-2 3-4 3-5 4-10 S/S/G/C Slow P 2,441 76 0 0 UT to Mundys Run, SL 2F 11-138-1-2 3-4 3 0-1 Sand N/A I 54 0 0 0 I 654 0 0 0 UT to Mundys Run, SM 2D 11-138-1-2 3 3-4 2-6 Sand Moderate P 1,172 0 0 0 UT to Mundys Run, SN 2F, 2G 11-138-1-2 0.5-1 2-3 3-4 Sand Slow I 195 0 0 0 UT to Mundys Run, SO 2D 11-138-1-2 5-6 3-4 2-5 Silt Slow I 453 0 0 0 UT to Mundys Run, SP 2E, 2F 11-138-1-2 2-3 2-3 2-5 Sand Slow I 1,251 0 228 156 (-74) 5 UT to Mundys Run, SQ 2C, 2D 11-138-1-2 3-5 2-3 4-10 S/S/C Slow P 1,399 0 0 0 UT to Mundys Run, SR 2E 11-138-1-2 2-4 3-4 3-6 Sand Slow P 659 0 344 0(-344)5 UT to Mundys Run, SS 2C, 2E 11-138-1-2 2-4 3-5 3-5 Sand Slow P 3,005 414 870 389 (-449) 5 UT to Mundys Run, ST 2B 11-138-1-2 4 4 3-6 Sand Moderate I 446 0 0 0 UT to Mundys Run, SU 2B 11-138-1-2 2 2-3 3-6 Sand Slow I 776 0 0 0 I 571 0 0 0 UT to Mundys Run, SV 2E 11-138-1-2 3-5 4-5 6-10 S/G/C/B Moderate P 899 0 226 0(-232) s UT to Mundys Run, SW 2F, 2G 11-138-1-2 3-4 4-5 0-1 S/G/C/B Moderate I 1,163 0 0 0 UT to West Fork Twelvemile Creek, SX 2J 11-138-1 0.5-1 2 3-5 Sand Moderate I 396 0 0 0 UT to West Fork Twelvemile Creek, SZ 2J 11-138-1 1 2 4-6 Sand Moderate I 305 110 110 110 UT to Mundys Run, SAA 2F, 2G 11-138-1-2 1 1-1.5 2-3 Sand Slow I 896 0 281 0 UT to Mundys Run, SAB 2G 11-138-1-2 1 1 2-3 Sand Slow I 117 0 0 0 UT to Mundys Run, SAD 2F 11-138-1-2 3-5 3-4 2-3 Sand Slow I 622 160 258 246 (-20)5 Total Intermittent 17,459 270 877 512 (-94) 5 Total Perennial 16,888 1,218 2,147 1,128 (-1,060) 5 Total 34,347 1,488 3,024 1,640 (-1,154) 5 1S/S/B — silt/sand/bedrock, S/S/G/C/B — silt/sand/gravel/cobble/bedrock, S/S/G/C — silt/sand/gravel/cobble, S/S/C — silt/sand/cobble, S/G/C/B — sand/gravel/cobble/bedrock. ZP-Perennial, I-Intermittent 3lmpacts are calculated based on slope stake limits plus 25 feet. 4 Impact changes since 3-15-17 Merger meeting. 5 Impact changes since 12-7-16 informational meeting. 11 Page Intentionally Blank 12 Table 4. Characteristics and Anticipated Impacts for Jurisdictional Wetlands NCDWR Acres in Potential Impacts (acres) by Wetland NCWAM Hydrologic Alternativel Figure Wetland Study ID Ratin Classification Classification qrea g A2 C2 CA2 WA 21, 2J 12 Headwater Forest Riparian 0.05 0.00 0.00 0.00 WB 21 12 Headwater Forest Riparian 0.08 0.00 0.00 0.00 WC 21 18 Headwater Forest Riparian 0.17 0.00 0.00 0.00 WD 21 10 Headwater Forest Riparian 0.08 0.00 0.00 0.00 WE 21 18 Non-Tidal Riparian 0.01 0.01 0.01 0.01 Freshwater Marsh WF 2H 49 Bottomland Riparian 0.62 0.00 0.00 0.00 Hardwood Forest WG 2D 18 Headwater Forest Riparian 0.10 0.00 0.00 0.00 WI 2D 45 Bottomland Riparian 0.55 0.00 0.00 0.00 Hardwood Forest WJ 2F 8 Seep Riparian 0.02 0.00 0.00 0.00 WL 2F, 2G 8 Headwater Forest Riparian 0.02 0.00 0.00 0.00 WM 2F, 2G 16 Headwater Forest Riparian 0.23 0.00 0.00 0.00 WN 2E 18 Headwater Forest Riparian 0.46 0.08 0.00 0.15(+.15)3 WO 2F 12 Headwater Forest Riparian 0.02 0.00 >0.01 >0.01 WP 2E 24 Headwater Forest Riparian 0.46 0.00 0.00 0.05(+.05)3 WQ 2D 20 Headwater Forest Riparian 0.35 0.00 0.00 0.00 WR 2C 23 Headwater Forest Riparian 0.17 0.00 0.00 0.00 WS 2B 22 Headwater Forest Riparian 0.13 0.00 0.00 0.00 WT 2E 12 Headwater Forest Riparian 0.01 0.00 0.01 0.00(-.01) 3 WU 2J 10 Headwater Forest Riparian 0.10 0.00 0.00 0.00 WV 2E 14 Headwater Forest Riparian 0.06 0.00 0.00 0.00 WY 2F, 2G 14 Headwater Forest Riparian 0.30 0.01 0.10 0.00(+.006)Z WZ 2C 28 Headwater Forest Riparian 0.31 0.00 0.00 0.00 WAA 2C 4 Headwater Forest Riparian 0.23 0.00 0.00 0.00 WZZ 2F, 2G 23 Headwater Forest Riparian 0.11 0.00 0.00 0.00 Total Riparian 4.64 0.10 0.12 0.22(+.20)3 Total Non-Riparian 0.00 0.00 0.00 0.00 Total 4.64 0.10 0.12 0.22(+.20)3 llmpacts are calculated based on slope stake limits plus 25 feet. z Impact changes since 3-15-17 Merger meeting. 3 Impact changes since 12-7-16 informational meeting. 13 Table 5. Characteristics and Anticipated Impacts for Other Surface Waters Potential Impacts (acres) by Pond ID Figure Appearance Connected 1 Area AlternativeZ Feature Map ID (acres) A2 C2 CA2 PA 2J Manmade N/A 1.15 0.00 0.00 0.00 PB 21 Manmade SB/WB 0.62 0.00 0.00 0.00 PC 2G, 2H Manmade N/A 0.38 0.00 0.00 0.00 PD 2G, 2H Manmade N/A 1.81 0.00 0.00 0.00 PE 2F, 2G Manmade SN/WM 1.15 0.00 0.00 0.00 Varda Lake 2C Manmade N/A 1.58 0.00 0.00 0.00 PG 2E Manmade N/A 0.35 0.00 0.00 0.00 PH 2E Manmade WN 0.27 0.25 0.00 0.00 PI 2E Manmade SP 0.83 >0.01 0.00 0.06 PJ 2D Manmade SG 0.87 0.00 0.00 0.00 PK 2B Manmade ST 0.27 0.00 0.00 0.00 PL 2J Manmade N/A 0.09 0.00 0.00 0.00 PN 2E Manmade SV 2.14 0.00 0.00 0.00 PO 2E Manmade SV 1.05 0.00 0.00 0.00 PP 2G Manmade N/A 0.20 0.00 0.00 0.00 Total 12.76 0.25 0.00 0.06 1N/A indicates connection to a jurisdictional feature located outside of the study area. zlmpacts are calculated based on slope stake limits plus 25 feet. Site 7(Alternative A2), Site 8(Alternative C2), and Site 9(Alternative CA2) are close enough in distance to be considered the same general hydraulic crossing for Mundys Run (Figures 2F and 2G). These stream crossings are in a FEMA limited detailed flood study area in a Special Flood Hazard Zone AE. Hydraulic Recommendations Drainage structures recommendations at the proposed project's major hydraulic crossings are presented in Table 6. The Merger Team concurred on major hydraulic structures and sizes at a meeting on March 15, 2017. Since that meeting, NCDOT revised the Alternative CA2 alignment in the vicinity of Site 9 to reduce impacts to Mundys Run. As a result of the alignment shift, the recommended structure length for Site 9 has been revised from 169 feet to 150 feet. 14 Table 6. Major Drainage Structure Recommendations Existing Structure Recommended Structure Preliminary Drainage 6 Stream / Wetland ID3 Anticipated Stream Structure Cost Site No.1�2 Figure Alternative Route Station Area (Stream Type) 4 (sq. mi.) Number, Size, Structure Number, Size, Structure Impacts / Wetland Recommended (vs. Bridge) Type (length) Type (length) Impact at Crossing 3 2H A2, C2, CA2 NC 84 L Sta. 163+57 Culvert Branch (P) 2.10 1@12' x 7' RCBC (47 ft.) Appropriately sized culvert' 189 ft./0.0 ac. $384,400 ($838,400) West Fork Twelvemile Dual Concrete Girder 4 21 A2, C2, CA2 NC 84 L Sta. 184+51 Creek (P) 10.60 3@11' x 12' RCBC (40 ft.) Bridges (90 ft. long by 40.5 0.0 ft.8/0.0 ac. $g38,400 ft. wide) New Mundys Run (P) 211 ft./0.0 ac. $358,500 � 2F, 2G A2 Location L Sta. 78+76 1.40 New Location 3@9' x 8' RCBC (128 ft.) 838 400 UT to Mundys Run, SK (P) 76 ft./0.0 ac. �$ � � New $350,300 g 2F, 2G C2 L Sta. 81+23 Mundys Run (P) 1.40 New Location 3@9' x 8' RCBC (117 ft.) 190 ft./0.0 ac. Location ($838,400) 9 2F, 2G CA2 NeW L Sta. 79+82 Mundys Run (P) 1.40 New Location 3@9' x 8' RCBC (150 ft.)9 222 ft./0.0 ac. $376,500 Location ($838,400) 1 Major drainage structures are defined as 72 inches in diameter or greater. Final structure sizes will be determined during final design. All of the proposed major culvert crossings are buried one foot to provide for aquatic passage. Z Site numbers correspond to the project's Preliminary Hydraulic Study's site numbers. Some preliminary hydraulic sites were avoided during design and are therefore not included in the table. 3 No wetlands impacted by proposed structures. 4 P= Perennial, 1= Intermittent 5 Stream impacts calculated based on slope stake (ss) limits plus 25 feet (minus existing structures). 6Cost estimates are preliminary and will be updated during final design. Structure costs (non-bridge) include estimated mitigation costs. ' The Merger Team concurred the existing culvert should be replaced with an appropriately sized culvert on March 15, 2017. 8 Bridge reduces West Fork Twelvemile Creek stream impacts by 210 linear feet. Impacts to West Fork Twelvemile Creek (ss+25 feet) where it parallels NC 84 are 234 linear feet. 9 Recommended culvert length has been revised from 169 feet as presented at the 3-15-17 Merger meeting. 15 Page Intentionally Blank 16 5.3 Protected Species Federally Protected Species As of March 25, 2015, the USFWS lists three federally-protected species for Union County. The Biological Conclusions rendered based on survey results in the study area are presented in Table 7. Table 7. Federally-Protected Species for Union County Scientific Name Common Name Federal Habitat Biological Statusi Present Conclusion Lasmigona decorata Carolina heelsplitter E Yes No Effect Rhus michauxii Michaux's sumac E Yes No Effect Helianthus Schweinitz's sunflower E Yes No Effect schweinitzii 1 E — Endangered Endangered Species Act Candidate Species As of March 25, 2015, Georgia aster (Symphyotrichum georgianum) is the only Candidate species listed by USFWS for Union County. Although suitable habitat for this species is present within the study area, a review of NC Natural Heritage Program (NCNHP) records, updated January 2015, indicates no known occurrence of Georgia aster within one mile of the study area. 5.4 USTs, Hazardous Waste and Landfills Seven sites presently or formerly containing petroleum underground storage tanks (USTs) were identified within the project area (see Table 8). In addition, two sites regulated by the Resource Conservation and Recovery Act (RCRA) as hazardous waste generators were identified. Figures 2A through 2K show the locations of these sites. All three of the alternatives may impact Sites 5 and 6, as well as one site identified as a hazardous waste generator. Preliminary site assessments to identify the nature and extent of any contamination will be performed on these sites prior to right-of-way acquisition. CVS Pharmacy, located in the southeast quadrant of the NC 84/Waxhaw-Indian Trail Road intersection, is regulated by RCRA as a conditionally exempt small quantity generator of hazardous waste. Based on the preliminary design, a small amount of property along NC 84 at this site would be located within the proposed right-of-way. It is anticipated that this site would have a low impact to the proposed project. 17 Table 8. Underground Storage Tanks in the Project Area UST UST/Property Anticipaled Site Type Location Facility Property Impact / Comments ID No. Owner Risk 1 UST 206 Providence N�A Matthews Mary Matthews PCS / Low Heating oil UST, Rd. (NC 16) Property GWI 36104 Active gas 13801 Weddington �erry Pressley, station and 2 UST providence Rd. 0-034467 Center Pressley Stores, PCS / Low convenience Inc. store, GWI 8505 and 9945 Former gas 3 UST 13633 0-008145 Weddington Weddington pCS / Low station / Current Providence Rd. Shops Associates shopping center, GWI 6551 Former BCS Weddington Ferrari Tractor / 13601 M Squared 4 UST providence Rd. N/A Activity Holdings, LLC PCS / Low Current Center clubhouse, GWI 27343 5900 block of Wesley Site now 5 UST Weddington N/A Chapel Retail Earnhardt-Price pCGW / Low Walgreens, GWI Monroe Rd. Investors, LLC Family, LLC 27933, closed out 2007 Active gas 6320 Market Village station and 6 UST Weddington 0-036876 Express Commons PCS / Low convenience Monroe Rd. Branch II, LLC store, GWI 36733 213 Waxhaw- Plyler Family Registered farm 7 UST Indian Trail Rd. 0-002276 Doug Plyler LLC PCS / Low tank, closed 1990 1Petroleum Contaminated Soils (PCS), Petroleum Contaminated Groundwater (PCGW) 5.5 Utilities Utilities in the project area include water, sewer, gas, cable, and telephone. Power poles line NC 84 and switch from side to side depending on roadway curvature, shoulder widths, and distribution of service. There is a large power transmission tower near the roadway on the Weddington Optimist Park property. Utilities along the project will be relocated prior to construction. It is anticipated impacts associated with the relocation of utilities would occur within the evaluated impact boundary (slope stakes plus 25 feet). : 5.6 Cultural Resources Historic Architecture An historic architectural resources survey was conducted for the proposed project in November 2013 pursuant to Section 106 of the National Historic Preservation Act. In a July 2014 memorandum, the North Carolina Historic Preservation Office (HPO) concurred that two properties within the project's Area of Potential Effects (APE), John Walker Matthews House and Howard House, remain eligible for listing in the National Register of Historic Places (NRHP). HPO also concurred that one new property, Jacob Allen Deal Farm, is eligible for listing in the NRHP. The potential effect of the proposed project on historic architectural resources was evaluated in accordance with Section 106 of the National Historic Preservation Act at meetings on September 2, 2014 and September 30, 2014. It was determined Detailed Study Alternatives A2 and C2 would have No Effect on the John Walker Matthews House at the September 2, 2014 effects meeting. Although the property falls within the APE, there will be no work performed in the vicinity of the property with Alternatives A2, C2, or CA2. The preliminary designs for Detailed Study Alternatives A2 and C2 were revised to avoid impacts to Howard House. HPO concurred there will be No Adverse Effect to the property with the condition that construction fencing shall be erected at the back of the ditch line. No work shall take place in, and no utilities shall encroach into, the historic boundary. The preliminary design for Alternative CA2 is the same as the revised preliminary design for Alternative A2 and C2 in the vicinity of Howard House. _ � �� � _ -�3 � 'k� - ' F.. h ' � , �-:� � � � r-- .� ; ; „�r�' �. �� . �� .. n �'�„- s_ . Howard House � _ � . Jacob Allen Deal Farm The preliminary designs for Detailed Study Alternatives A2 and C2 were revised to minimize impacts to Jacob Allen Deal Farm. HPO concurred there will be No Adverse Effect to the property with the condition of a 25-foot buffer from the historic boundary, delineated by construction fencing erected at the back of the ditch line. The fencing shall extend 500 feet from each access drive, or to the property boundary, whichever is closer. The preliminary design for Alternative CA2 is the same as the revised preliminary design for Alternative A2 in the vicinity of Jacob Allen Deal Farm. Determinations regarding the detailed study alternatives are summarized in Table 9. 19 Table 9. Historic Architectural Resource Effects Effects Determinationl Historic Property and Status A2 C2 John Walker Matthews House No Effect No Effect Determined Eligible 1996, Remains Eligible Howard House No Adverse Effect No Adverse Effect Determined Eligible 1996, Remains Eligible Jacob Allen Deal Farm No Adverse Effect No Adverse Effect Determined Eligible lAlternative CA2 follows the same alignment as Alternatives A2 and C2 in the vicinity of Howard House and John Walker Matthews House. Alternative CA2 follows the same alignment as Alternative A2 in the vicinity of Jacob Allen Deal Farm. Archaeology In a November 2012 memorandum to NCDOT, HPO stated their comments on the proposed project as related to archaeological resources would be provided after a Preferred Alternative is selected. Given the presence of a previously recorded archaeological site in the study area, HPO noted it is likely a comprehensive archaeological investigation would be recommended. After selection of the Preferred Alternative, NCDOT coordinated with HPO and initiated archaeological investigations pursuant to Section 106 of the National Historic Preservation Act and the guidelines issued by the Advisory Council on Historic Preservation. The comprehensive archaeological investigation is underway. 20 Table 10. Summary of Potential Environmental Effects Alternative Impact Category A2 C2 CA2 Natural Resources Impactsl Federally-Listed Species Present in Study Area No No No 100-Year Floodplain and Floodway Impacts (acres) 7.2 7.3 7.2 Delineated Wetland Impacts (crossings/acres) 3/ 0.10 4/ 0.12 4/ 0.22 Delineated Stream Impacts (crossings/linear feet) 8/ 1,488 11 / 3,024 8/ 1,640 Delineated Other Surface Water Impacts (acres) 0.25 0.00 0.06 Forest Impacts (acres) 41.6 44.9 43.7 Human Environment Impacts Residential 5 7 5 Business 1 1 1 Relocations Non-Profit 1 1 1 Total 7 9 7 Potentially Impacted Lots in Planned Developmentz 18 14 4 Low Income/Minority Populations Present No No No Schools3 1 1 1 Recreational Areas/Parks4 1 1 1 Churches5 1 1 1 Cemeteries 0 0 0 Historic Sites 2/No Adverse 2/No Adverse 2/No Adverse Effect6 Effect6 Effect6 Section 4(f) Impacts� 1 Historic 1 Historic 1 Historic 1 Park 1 Park 1 Park Traffic Noise Impacts (receptors) 8 7 8 Physical Environment Impacts Prime, Statewide, and Unique Farmland Soils (acres) 64.0 65.4 63.9 Underground Storage Tanks/HazMat Sites 3 3 3 Preliminary Cost Estimate Estimated Total CostB $47,626,000 $48,073,000 $47,717,000 ' Impacts are calculated based on slope stake limits plus 25 feet. z Lots potentially impacted for development in the Woods Development preliminary plat. 3 Current access to Weddington High School will be changed as a result of the proposed project. ° Right-of-way impacts occur at Dogwood Park. 5 Parking spaces impacted at Siler Presbyterian Church. 6 No Adverse Effect to Jacob Allen Deal Farm or Howard House with conditions identified in Section 5.2.1 of EA. 'De minimis impact determination at Jacob Allen Deal Farm. De minimis impact determination pending at Dogwood Park. $ Subject to change. Costs are being updated. 21 6.0 AVOIDANCE AND MINIMIZATION The project alternatives were designed to minimize impacts to resources. However, it is not feasible for the proposed project to completely avoid impacts to the Waters of the US and still meet the purpose and need of the project. The following avoidance and minimization efforts have been incorporated into the proposed project: 6.1 Section 404 Avoidance and Minimization Measures ■ Preliminary alternatives were developed to further avoid and minimize potential wetland impacts: - Detailed Study Alternative A2 was developed as a variation of preliminary Alternative A to minimize potential wetland impacts. Alternative A2 eliminated impacts to Wetland WP and reduced impacts to Wetland WN, resulting in approximately 0.39 acre fewer wetland impacts than Alternative A. Stream impacts were reduced by 351 linear feet and pond impacts increased by 0.16 acre with Detailed Study Alternative A2. - Detailed Study Alternative C2 was developed as a variation of preliminary Alternative C to minimize potential wetland impacts. Alternative C2 eliminated impacts to Wetlands WN and WP, reducing total potential wetland impacts by approximately 0.50 acre. Alternative C2 eliminated 0.10 acre of pond impacts but increased stream impacts by 710 linear feet. ■ The new location alignments of Alternatives C2 and CA2 were designed to avoid the confluence of stream SK and Mundys Run (Figure 2F). ■ Intersection improvements at NC 84 and Lester Davis Road were designed to avoid a major hydraulic crossing of an unnamed tributary to West Fork Twelvemile Creek (Figure 21). ■ Since its selection as NCDOT's Preferred Alternative, the preliminary design of Alternative CA2 has been modified to further avoid and minimize impacts to streams. Portions of the Alternative CA2 new location alignment were shifted and stream impacts were reduced by a total of 1,154 linear feet. Specific stream impact reductions are as follows: - A more perpendicular crossing at stream SS reduced impacts from 838 linear feet to 389 linear feet (reduction of 449 linear feet) (Figure 2E). - Impacts to stream SR were eliminated by shifting the CA2 alignment north of this stream, reducing total stream impacts by 344 linear feet (Figure 2E). - Impacts to stream SP were reduced from 230 linear feet to 156 linear feet by shifting the Alternative CA2 alignment to the north of pond PI (impact reduction of 74 linear feet) (Figure 2E). - Alternative CA2 was shifted to the north of stream SV, eliminating impacts to this stream and reducing total stream impacts by 232 linear feet (Figure 2E). - As a result of Alternative CA2 shifting to the north, impacts to stream SAD were reduced from 266 linear feet to 246 linear feet (reduction of 20 linear feet) as slope stakes were slightly reduced and a bend in the stream is now avoided (Figure 2F). - Alternative CA2 was realigned and shifted to the north in the vicinity of hydraulic Site 9, reducing impacts to Mundys Run by 35 linear feet (Figure 4). 22 6.2 Additional Avoidance and Minimization ■ The widening portion of the proposed alignment varies between symmetrical widening and widening north or south of the existing roadway, as needed, to minimize impacts to land use and important environmental features. Avoidance and minimization measures were incorporated into the design of all alternatives to avoid an adverse effect to historic properties. In response to input from the public and local officials, the preliminary design of all alternatives was shifted to utilize a 75-foot setback at Dogwood Park to avoid impacts to Southbrook Community Church parking and Wesley Chapel Weddington Athletic Association / Optimist Park facilities. This shift results in 94 linear feet of impacts to stream SB and 234 linear feet of impacts to West Fork Twelvemile Creek (Figure 21). The shift eliminates 237 linear feet of impacts to stream SA (Figure 2J). 23 Page Intentionally Blank 24 A endix A pp Figures Project Area � ,.�., ; _c��En�: '��a ,%7 `' , .�.. �-:; ;r� + . ; ,� ; .. . ,f' , Unianvi � � { . r, . . � i 75� � r � $�A���11$S . i. .... , :46 '. -' fndianTr2il ' .. , � �Oflid@ r % � �8�' _ �,� .' .y �''� 15. `' � * , ,r� i u .,, H`' ' � �y ; j_ ;) { � f ��°�i" . Project Vicinity Figure 1 Project Vicinity NC 84 NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Wesley Chapel NCDOT STIP Project No. U-3467 y 4 �� Naxra� c4,�� *� �#�� North Carolina �r Department of Transportation �£N![S( innta 4C..,e . __ . �'` '� ��'��� ' T� �' NC 84 from NC 16 to SR 1008 (Waxhaw-Indian Trail Road) , . r. . . , " ' -�,�s ; a�- � } „� ��"� �a,. `",��� �;� �` °', . —.� ', in Wesley Chapel. STIP No. U-3467 x' � �� 4 � 'y � ' ' ���P`� "� ,~ �" '� `� '� � " � �• � " '�"``� � � `<s ' � � � �`F '' = � ' �• ' +: ' ` �� �>_ Stud Area Existin Traffic Si nal Im acted Noise Rece tor � x � � ` '� ; :M��' . �' +�,�,r . 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R"j� ,�� N .. ) `� 1 , �R� � � =,r �, r ,; . ,,� +r� : . c�� '� � . .,; � � � , �a� R� ° Ar i A,,; �' , , *.`= Q Map Book Grid . Proposed Tra�c Signal E) Privately Owned Park � � � . �� , p.�� f ��a� �i , � � � ,..� ;, , � � ;�� , , ;; ; � ;�J ;;�, �_' . .,� y. • T��' �,` „� `y '" � "� , s ? � �,� '� , r,� F ��; Edge of Travel � atural Heritage Element � Publidy Owned Park � � �,_; r ti ,� i? :., r: Occurrence �,; � s, .� ..� � " � i.1 2� •1���,, �'i`�. ;` " w�«�r �', r • I �� � � s AItA2 O Business - . . ._ , - � ,: a . , . �: . „r ,; � r�,> � It''„ , q a� , `'', # t .4�„�" '�`� +� : � , � , "' � .; .�.'?'•°' ` a r .n � I Si nificant Natural Heritage , . ,� � � �� "' < , F `I --� . � �.��'' , + l� , i „k,�s ;: Alt C2 9 4 y , ,, . , , � . �° �� � ` � ` �� �►; +��� �- ,,� t� Area & Mana ed Area g School , �., � � ", �7'si�"��"�'� ° ' � � � 4� � �'� . 'I �1� " �� � '�a ; �� • � �� '� ' � .' Pro osed Develo ment i�} Subdivision ,, r I �;`� � ' : � � .� .,�� �r Q''�' ( P P "' " Alt CA2 �. .. �*. . � r '. f�,� y ,�'� .� � ,�< , a � .�, � - �9 �` ir:�j�i�.iLt_� .�...-.� 1° e'S � 9P wri ;t . � �'� ,� �� r �,. � � � � ' " ,: � � <,—; � � - ' — ��'� C 5 '^ '� All Alts (A2, C2, CA2) Floodplain �} Emergency Facility � � 5. ". � � � �' , ' � + � '# '.'�%E c�'� ��� .� r / �- i � . }, °, srJ+i� _��1� � ' i ` ; � u �{_ �`'�, r �_ '� � , �v ', /�9���r �, 1�, f� �. � i ; � .i" ( ) Delineated Wetland i Church � 4�� � . �/ Y "r " ''� a.� . ;t�- �,,, CuVFiII Limit AlI Alts Delineated Waterbod ttt Cemete ����-�- p � 'r" �' F � " '� �� � b ,' �t` '�* Yf� Y rY ' A �. 5 g� x � , � ; �'`� ,� ';�r' .,' ?`e �` Pro osed i �; ' � �,� .. ^ '��' .. ':_ �.: "-'{ r °� ... . = _ •- : : m � � `:�t, kr t � r i'` 1 . p ; ,, ,, ' � .! '�'f' � � �' � •..y_ � � �.' �' A �' ' ,. < s,,, �s�� / Right-0f-Way (AlI Alts) Delineated Stream Historic Boundary '� M., . i `��;��� . . :: .. ^ � � �r ;�.;�� ti-F- � .;.� „- ' ry . � � . _ ,�' �. , �' . � .�!�� .- '�" � ; } , : '�' � ;E. ��� � � � .I� - . ?, • ` �; : , �`.'K "[ri g , '� � � � a �- i'�' - "` %''x �•x?-: � ^ �� �����"s,� .;, Under round Stora e Tank Historic Pro ert � re ��. . � $� �, , j , ,¢ � �.,� e � Town of Weddington 9 9 � P Y .. : .. ^'� <; . . . . ,:.. � T: (;€ .. . ♦ ' � irY � c�t. �, ,E� n =£ Sy � :. � s " - , .._ . ` � . ,% � 2� t �.. _ ` � r :� ,x y� 7 ::T4 � � .'„ �� ^' � ; -, �:.,. �' �. . -'.�-.,., ��ys , , �:.;r . `. . 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STIP No. U-3467 r' `_ �—� " �`:�s �w �` � ��+ �� . � �` . � i,�r;f ,y°s ��� „ ;�� �,�-�'•,f�,�� , , Q Study Area 3�E Existing Traffic Signal � Impacted Noise Receptor � '' .a�F � '!t. ... '�w ro f^ , fr ,��%'$ �/f � � . � .. � -+F �i 1r , . . . . �`,� (i,� � � �' . q �� '�, �,�„1,. . � +.,> - � "� #` ` _./ � =: � ,, � � � �,�� ► - � Q Map Book Grid . Proposed Traffic Signal 0 Privately Owned Park � � V �'� ' / � � ^� ``� � y'��. ;'� " � atural Herita e Element p Publicl Owned Park ; � � ,,� +4`�" p ';: - k ,""� �, EdgeofTravel Y`c 9 Y ,.� '' � - �� Occurrence -. 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' � r� .. � >�w v: �. w; �7�,�?;' r. � � f� , f. ,� . � . � % � -'�}�� .;iy �t �� „"h * � � ' §- °-' �'`.� %r < �`w � " � �' Delineated Wetland Church r{ , • � , ��E i � ��., , r, .. , � i �' � " � . �- d' . , • ' �/',° ' , � �`" � .�4:, � S �' 7 r ':�.d,+d' � .r,,, ..9� '..�� ::;x �,y, . , ,�. � �'� ��'r�' .. , - ' � � � �.. '�� *�'� �F '�� : � �. . � �. ��«�` . ii y� ir# . _� , � ':r '� ,: y ,, �+' f. ,', � k � i� .q� • ' '� r >: " , � � �y�;# "3���' `;� °�`�,,,�„�_ CuUFill Limit (AII Alts) t `"�. r� �,�'�i'k ,. �'siF,`' ,��,; � " �, M � ',i�:`,l+ ;� i�i'�' w��-` 1Cr,. .l,„ �'. ,� r;,�r� �� - �"1,* �,� ,,�r b e� :. ^' Delineated Waterbody tt Cemetery . ' n'."� ': ','�t�, ' '�' x;'�r�""� . ;9.�" � , ��:a. �A,,T; �. .-, , X, , ,, ',c 1 '-�,;N , , � ,'�.$� r �{ ,� ,,�, .,{ �,� ,�,e:. . .; �''� ^? 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' . � �^.\ •-:,�, ,. � .t �- , � „., . �.� .� � �.-�-� »d.-'-.;s. � ..1 -� ti� �"�`*� � � . .� , � � "° �� :� � „ s� . � . , i� Environmental Features �:� � � � �. �. ,� ,�-� � �, �� ,.,� ,� � � � � 0 . a:� � . :. . � ;�, � �r 'rs ,,,,.� „ �::; �, .,x� �* �°'�, . � .�� ;�� ,�,, �:,. x �Rd � . < , '�'" .., .�,� � , � � '#� - ��-:. ;,:.*-, ,� �� ar, �:� F �s;�. k�,'�°" �'�� T�'�� �� ;,>�JacobAllen Deal Farm �� _� NCDOT TIP Pro'ect No. U-3467 . .. � ,: > � .,: �� ;;�� x , ,�,� � ;. �� ? , � :�- - y � �_:.���r t ,;� � ,�. , , :, �, , , g ` ,.: � . ,� � 1 , �, �: ,�- ,,, r,, , ,� _ - .� � . � �� \,M � "� ` �; \�„�.>,.,�*" , .�... � . .. ��r,r' . � �.F� � . �°� ; � F. . �, d r �' 9k,�,:_ -4r s �i � �. �; ;t�,, `t Cx��,� . .,;q�;,. � � h'� .,�;:, �.. � / A� ; ,�.. �' , —" Ull1011 �'.OUllt�/, N�'. '� �^� , n � � � �� '+� i ,,��� - �i��":''a� ` � Y � � � �. � � al �, � f � FI UI"2 4 � �- , : ,s , . ;� :. - '' , ' •"; . �r� �'" _ � � � w � � n� � r t t �r, � _, , ` <� F , , .. . ' ' , � - � � � ,1 4,.. �. , ,y �. "�� , ,. g �.: - �. . ; � .. , . , � , , ., _ , , , . � �..�a � A endix B pp Traffic Summary Tables and Agency Comments on the Environmental Assessment Table B-1 (Table 2-1 from the U-3467 EA) shows the existing LOS for the roadway segments analyzed. The eastern section of NC 84 between the proposed Rea Road Extension and Waxhaw-Indian Trail Road operates at an unacceptable LOS E under existing (2012) conditions. As shown in Table B-1, the eastern section of NC 84 between the proposed Rea Road Extension and Waxhaw-Indian Trail Road will operate at LOS F under 2035 No Build Conditions, and the western section will operate at an unacceptable LOS E. The target, or measurable goal, for LOS improvements on NC 84 is LOS D or better under 2035 Build Conditions. Under 2035 Build Conditions there would be substantial improvements in LOS for the NC 84 roadway segments analyzed. In addition, the proposed Rea Road Extension would operate at LOS A. Table B-1. Summary of Roadway Segment Level of Service Roadway Existing 2035 No 2035 Build From To Conditions Alternatives Segment Build (2012) A2 and C2 NC 16 Rea Road NC 84 B C C Proposed NC 84 NC 16 Rea Road D E D Extension Proposed Waxhaw- NC 84 Rea Road Indian Trail E F C Extension Road Proposed Rea Road NC 16 NC 84 N/A N/A A Extension Table B-2 (Table 2-2 from the U-3467 EA) shows the delay and LOS for existing AM and PM peak conditions at the 12 intersections analyzed in the project study area. For signalized intersections, the delay and LOS shown are for the overall intersection. For unsignalized intersections, the delay and LOS shown are for the intersection approaches under stop sign control. As shown in Table B-2, there are no signalized intersections operating below LOS D under existing conditions. However, there are five unsignalized intersections with at least one stop sign controlled approach operating below LOS D under existing conditions, three of them in both the AM and PM peak conditions. Under 2035 No Build Conditions, traffic operations degrade considerably without any improvements in place. All 11 existing intersections in the study area operate at unacceptable LOS E or F during at least one peak period. Under 2035 Build Conditions, there would be substantial improvements at these intersections. Table B-2. Summary of Intersection Delay (seconds) and Level of Service 2035 2035 Build Existing Alternatives Existing Conditions No Build Intersection Name1 Intersection �2�12) A2 and C2 Control2 Delay in seconds (LOS) AM PM AM PM AM PM NC 16/Rea Road Signalized 2�•6 35.8 42.7 96.4 47.3 43.5 (C) (D) (D) (F) (D) (D) NC 84/NC 16/Weddington United 36.5 29.7 62.9 32.6 32.2 31.1 Methodist Church Driveway Signalized �D) (C) (E) (C) (C) (C) NC 84/Weddington-Matthews Unsignalized/ 45.0 34.1 18.8 40.1 9.7 11.4 Road Roundabout3 Sg (E) (D) (C) (E) (A) (B) NC 84/Cox Road Unsignalized SB 20.0 17.5 36.9 25.6 20.2 17.4 (C) (C) (E) (D) (C) (C) 26.9 27.4 78.4 95.2 22.1 19.3 NC 84/Twelve Mile Creek Road Signalized �C) (C) (E) (F) (C) (B) 27.0 * * * 11.3 27.3 NC 84/Weddington HS West Drive Unsignalized SB �D) (F) (F) (F) (B)4 (C)4 NB 57.4 54.1 * * NC 84/Deal Road/Hollister Estates (F) (F) (F) (F) 5.1 10.4 Drive Unsignalized �A�4 �g�4 * * * * SB �F) �F) �F) (F) NC 84/Southbrook Community Unsignalized SB 26.0 29.7 97.0 131.2 11.1 11.1 Church West Drive (D) (D) (F) (F) (B) (B) 42.0 40.2 * * NC 84/Southbrook Community NB Church East Drive/Lester Davis Unsignalized �E) (E) (F) (F) 14.5 21.2 Road Sg 40.8 53.4 * * �g) ��) (E) (F) (F) (F) NC 84/Antioch Church Road Unsignalized SB 156.3 103. * * 9.6 g• 4 (F) 1 (F) (F) (F) (A) (q) NC 84/Waxhaw-Indian Trail Road Signalized 40.3 31.8 96.8 53.9 41.7 40.6 (D) (C) (F) (D) (D) (D) 22.2 20.5 Rea Road Extension/NC 84 Future Signalized NA NA NA NA �C) (C) 1 Existing intersections are listed from west to east. z For signalized intersections, delay and LOS shown are for overall intersection. For unsignalized intersections, delay and LOS shown are for intersection approaches under stop sign control; SB - southbound approach, NB - northbound approach. 3 Roundabout was completed in September 2013 at Weddington Road (NC 84)/Weddington-Matthews Road intersection as part of Project U-5325. Design Year 2035 delay and LOS for both Build and No Build conditions are for overall intersection with roundabout in place. ° Highlighting indicates that traffic signal is required for 2035 Build Conditions with both alternatives for intersection to operate at an acceptable LOS regardless of additional intersection and/or roadway segment improvements implemented with the proposed project alternatives. Delay and LOS shown are for overall intersection with signal in place. 5 Southbrook Community Church West Driveway will be right-in/right-out only for 2035 Build Conditions with both alternatives. *Delay greater than 250 seconds. Table B-3. U-3467 Delay Analysis* AM Peak PM Peak Average Peak Hour Alternate 11 Alternate 3Z Percent qlternate 11 Alternate 3Z Percent Percent Change Change Change Vehicles Exited 8,386 9,690 15.55% 8,367 9,720 16.17% 15.86% (veh/hr) Vehicles Entered 8,431 9,712 15.19% 8,428 9,699 15.08% 15.14% (veh/hr) Travel Distance 15,799 15,858 0.37% 15,717 15,948 1.47% 0.92% (mi) Travel Time (hr) 651 665 2.14% 629 675 7.25% 4.69% Total Delay (hr) 245 255 3.87% 226 264 16.73% 10.30% Total Stops 13,839 14,876 7.49% 13,396 15,412 15.05% 11.27% Fuel Usage (gal) 553 565 2.10% 550 576 4.84% 3.47% Per Vehicle Distance 1.88 1.64 -13.13% 1.88 1.64 -12.65% -12.89% (mi) Per Vehicle Time 4.66 4.12 -11.61% 4.51 4.17 -7.68% -9.64% (minutes) Per Vehicle Delay 1.75 1.58 -10.10% 1.62 1.63 0.48% -4.81% (minutes) Per Vehicle Stops 1.65 1.54 -6.97% 1.60 1.59 -0.97% -3.97% Per Vehicle Fuel (gal) 0.066 0.058 -11.64% 0.066 0.059 -9.76% -10.70% �March 2017 delay analysis conducted by NCDOT Congestion Management. Results were derived by converting Synchro analysis presented in U-3467 Capacity Analysis Report (VHB, October 2013) to SimTraffic. Values given are the average of five SimTraffic runs. lAlternative 1 refers to four-lane median-divided NC 84 along EXISTING alignment from NC 16 to Waxhaw-Indian Trail Road. ZAlternative 3 refers to four-lane median-divided NC 84 along NEW and EXISTING alignment from Rea Road/NC 16 to Waxhaw-Indian Trail Road. ROY COOPEI� Gc�v�.kNoa �; g�fnTko,ryi,,. : y� #y ���� :4 � li yL� %�� t��: E.l;- o= '-�,� ' _w� � � s�' STEiTE O:E' NORTH CAROLI�I� ��� � �� ��. � ��� Ap�il S, 2017 Mr. T'racy �Jalter N�r[h Caralin� �3epar�mer�i of Transpc�rtati�n Project i3�veloprn�r�i �c Env�ronmer�tal �inalysis 1.54� l�ail �ezvi�e Center Ral�,igh, North Carali�a 27699�1548 MACH�LLE StAi�ID�I2S SC.CRETARY R�: S�'�I File # 1i-�-4220-03$�; E��g P�w�scased �a�°���ct w�ll �z�tez�d R�� ���d %-a� NC` 16 Eas� to 'T'�elve iViii� Cr�e� i�o�dlll�� �4 �� n��v Io�at��� ��d �vid�� ex��i��g NC` 84 �to i���h��-I�a€l�a� T'r�il Rm�d in 'iWesCey Cl�a��i. I�e�.r Mr. Wali�r: The above �e�erenced enviror�enial impact inforrnataon ha� been submitted to the State Clea�inghouse �z�der tl�e prr�visions af the Natianal Env�ro�ental Poli�y Act. �ice�rdir�g ia G.S. i 13A-ID, when a state agency is required to prepar� an environ�tenta3 docu�ne�t u�ader th� provisions of federal law, the ezavi�anmentat document meeis the provisians of ��� State Environ�e�tal Policy Act. Aitac�ed �o tl��s Ietter for y�ur consid�ratior� ar� comm�nts rnad� by thc agencies in the course of this review. If any fi�rther environm�ntal review documents are prepared for this projec�, they should be farwarded ic� �his o�fice �ar intergovern�ental review. Sho�ld yo� have any questic��s, p�ease do not hesitate to ca11. �incer�ly, A � Crysta Bes� State Enviranmental Review C�eaxir�gh.o�se Attachmenis cc: Region F 1Llailing Address.� 7elephone: (919) $d7-2425 Location: 1VC D�PARTMSNT p�' ADMIl�"IST€ZATIO�! �'c�: (919) 733-9571 115 WN,S'f .fONES STREET 1301 MAiL SGIZVICE C�NT�,R COiJZ2IER #51-OI-00 RALEIGH, NORTFT CAROLINA RAI,�iGH, NC 27699-1301 Emaid: state.clearinghouse cr,do�,tac.gov Weba�rfe: wtvw.Eic.�[{���r�in.nc,rcv ��� :� ;,� . �.=�K� RQY CCIC�f�E[: E. .,. .. � _:". iV6EMORANDUM To: Crysta) Best State Clearinghouse Coardinator Depa rtment o� Adm inisiratior� FR�M: Lyn Hardisnn ,l�Gy� Division of Environr�aental Assista€�ce arad Custor�er Service Perr�tit Assistance & Project Re�iew Coardinator Washingtar� Regional Office RE: 17-�385 Envfranmental Assessrr�ent Propased project will ext�nd R�a Road frar� NC 16 East to Twelve Mile Creek Road/NC 84 on new focation and wicfen existing NC $4 to Waxhaw-Indian Trai! Road in Wes[ey Cha�el Union County Date: March 31, 2017 The Departrnent of En�ironrner€tal QuaEity has reviewed �he praposaE for the referen�ed prpject. Based on tF�� informatian pravided, several of our agencies haVe identified �ermits that may be required and offereci some guidance to m'sn'sm'sze impacts to the natura{ resqurces with'sn the praject area. The comments are at#achecf forthe appficant`s review. The �epa�`tment encourag�s the applicant #o continue ta worl< with our ag�r�cies during the NEPA Merger Proeess and a5 this proje�t rnov�s forward. Ti�ank yp€� fpr the opport�aniiy to respond. Attachment �,��Fteof�;`�,�!i'i+��:a:`cr4€tt:s'� �i.l'rr�it;�n,n:�rti_�!�?trtaitt;r 2 [ < Vti'ec:t �s�r;� . .:, r.. et � E�ai71 � o, i l �n -t ._:� C=czri r �r�=izr � �tl��� k€>r±�t� C:<.�s'nlSrr<a ? f <. �—I3�iii Y'j7Cj:iJlti'.')U'Ei .. � ..;� �� .. ..:.. . ...... ....:. ....... . .:.. ^^�. ��, �"`��? �„ : , � :. . . . . ".?��..�..� � .: u'` ta.,..�_. -�: .., . . �;�- � . - . . - -' _.:�. .. . � o�th �a�°ol�n�. il�life esc� c�s �o �ssi�n -�� Gazcia�a �.yers, E�ecutive I�irector M�rch 3l, 2017 'F�: Lyn Hardison, En�iron�nental Assistance and �EPA Coordinatoz• Division of Er�vironmental Assistance & Custorn�r Ser�ices, NCDENR �`RC�TVl: Marla CI�al�bers, Western N�CDOT Conrdinator ���i�����'r�. �'��t��,f����. H�abita� Conser�atio�l Fragrarr�, NCWRC S���E�'�': Review of the Environ��lental Assess�nent d.octi��nent for NCI�OT's proposal tc� ilnprove NC $4 from NC 1 b to SR 1008 (Waxhaw-Indian Trail Road}, i�cludiz�� the exieitsion of NC 13 3 6(Rea Road), Union Cau.nty. TlP No. U-3467. Project No. 1.7-03�5. du� 03/29/2017. ex�ended. The North Carolina Depa�-ta��er�t af Tra�lspor[atioi� h�s s�ah��nit�ed �or review an Environznentai l�ssess�nent d�cume�lt for the su.b�eet project. Staff bio�agz,sts v,rith i�e NortI� Carolina Wildiifc Resource,s Commission have reviewed the info�-mation provic€.ed and a��e part�cipatin� in the l0�erger proeess for the develop�nent c�f the project. These comme��ts are pravicied in accorda�ice wi.tl� tl�e provisians of tE1e state and federal Environme�ltal Po�icy Acts (G.S. 113A-Ithrou.gh 113- 7 0; 1 Io1�CAC 25 and �2 U.S.C. 4332(2)(e), respeclively), the Clean Wa�er Ac% o� 1977 (33 II.S.C. 466 et seq.), t��� En.dangered Species Ac� {l 6 U. S. C. 153 �-1543; 87 Stat 8�4) a�d tl�e Fish and Wildlife Coordi��afiion Act (48 Stat. 401, as a��nended; 1G I�.S.C. 651-667d), as appli.cable. The NCD70�' pz'oposes to cxtexad �ca Road �SR 1316) fioa��n I��C 16 (I'rovidence Roa�) east to T«elve Mi_1e Creek Raad (SR 1341)/NC 84 (��'edciizagto�� Raadj on new locarion (relocate �1C 84}, az�d wi.den exis�in� \iC $4 to ��'ax�a�r-India�l Trail Road {SR 10{)8}. Sidewalk� a��c! wide outs�de lanes are proposed for pedestrians and b�cyclists. The project length is appro�itnately- �.3 nlii�s. Strea�ns tikely to be irnpacted include Mundys Ru�z, Culvert Branch, and West Foi�k Twelver�aile Creek. We do concur with plans fio replace the three-barrel cu.l�ert carrying West For•�� Tr�velvenlzle Creek witl� dual bridges. As vve indi.cated af tI�e scoping �neeti��g; West Fork Twelve�nile Creek may �upport protected inussel species, includinb the �a�c�lizaa Cr�e[csheli 11'�ailinb Add�-ess: Habitat Conservatio�t • T721 Mail Service Ce3�ter • Raleigla, NC 27699-1.721. '�'elep6�o�ae: (919) 707-0220 0 �`a�: (9t9) 707-0028 L-3467, NC S4, REA ROAD EXT�NSION 2 MARC;H 31, 20I7 W. F. TWELUEMIL� CR., Ul�i1ON G�. (Vrlloscr vaughcaniana), Federa] Sp�cies of Concern and State Endangered, and oik�er �taie listed species. These v�l�lerable species were nat addressed iz� t�E Environ�nental Ass�ssEnent. As the EA indicated, fihe pi•oject is in an urbai�izing area wi�ere ga•owth an.d infill d�velopment are pla�lned for and anticipated by [ocal �ovez-�a�aents. Populalion growtl� is h�glz and sev�rai housi�-�g develc��ments ar� either und�r co�lstruction or are bein�; �lanra�d iz� the projec� a��ea and vici��ity. Ivo access cantrol is pro�aosed; l�awever, we a�re� �iih the Vilta�e of W�sley Chapel Land Use Plan that indicated driveway aecess onto NC 84 sllouid be limited. �Ue a�•e con.cera�ed that �ith the grawfih ��ate, the new acces� to developaE�de la��d, and ihe agx�ount of plaitit�d devela�ment, access rnanagei�nent lr�ay be needed to better manag� traffic and prolon� a�a acceptable l�vel of service fr�r the roadway so tl�at �he need far addationa� widening can be avaided or delayed. Indirect and cumulative effects c�f i�e project are a si�ni�cant cancem. inc�-eased i�npervious coverage a��d habitat frag�n�r�tation and loss wiIl ne�ativ�ly im�act wate�• qualiiy and area wild7ifie. Already, 340 of t(le 8�5 acres af fand available for deve4opment in t�e study a�-ea have plans �`or develop�nei�t. T�t�e EA i�tdicated that six o� nine screenir�� categories iz� the incEirect land use effects analysis reflect a�nod.erate to l�i�h level of concern. We, therefore do not understand the conclusion that "there is a lawer tevel of cc�ncern far indirect a��cl cu�nuiative effects paiential as a result of the proposed project". Cumulative el�fects were a�ot discussed at all, but seem to be an iznpoz�tant co�lsideration for tl�is projecf. Cumuiaiive eff�cts should be a.nalyzed and percentage of iinpervious cov�rage s�ould be pi•ovicied fior cta�-rezat and future buiId-o��t candiiior�s. Tl�e eonversion af ihe eulvert crossin� of West For[C Twel�emile Creek to a bridge rnay provide an iznportant wi.ldlife crossin�, reconnecting oi�ce fragmented habitat. Ste�s sh�uld be taken to maximize tlie wiidliCe use of �i�is connection bv ��laintainin� o�• restoring the natuxa] habitat on either side az�d ���der ti�e bridges a��d along t11� streaz� corridor. Use of this crossisl� k�y v�itdlife inay rec�ue� or mini�nize vehicle collision� �itil wildlife and t�erefore enhance safety. In developed setti���s, we reco�nme��d sti•ate�ies tha2 miniinize �mpervious surface and tr�axii�ize sfio�•mwater treatment to protect wa�er quality at�d ac{uatia life. We et�co�rage NCDOT and locaI of�icials tc� work together and to use low iinpaci developme��i tec�nigues to zxtaxitnize the ��las7agemei�t of storm water quat�t€ty and c�uality in tl�e praject area. I.t�forrnation on LID measures can be found at �:��:y,-,,z�,,�t,,f-i:;�;:���c;�ti}�.:�t��.e;���..��.s��, ������ i. �'��� L����.<.?i��'iE'r�}. r}Y�;���r�i:4�5, iJ�?i'�1'Il�s�'��,�:i£�i'I�3i1C1 �`�f�.�.r��'��Y:��'� b�E�.?i?'�li�'d �G�fi;�t�t;�'.'4���i. �t�1Gi i�x�partar�t pr•otective measures can be fc��rnd in the Guidance MeinoE•andum to Ad.dress and M�itigate ��condary ai�d Cu�nulative In�pacts to Ac�ua�ic ai�d Terr�strial Wild�iife Reso�ta'c�s ant� Water Quality at �2�E�r ,/S�.`s�%s,� I��._:.�L'�`!C`'t�_°�'_}?i.:.t'�,C)il�s'�>,/fif�,ti)i25€3��:?1:�?:'CtC'i �I.ti��i' `�' j��€�' �7�Ctf�_ii�C{;:'.",4s,„'�"TI�)i i�iC�LS:s�I r3 �'� t?I2i� T �ru? �C�_ L�i'i£t��.1�liL.�s:���h f��.5 +r�i_ ..� _._-- _� . _ �_._ Thai�k you Cor il�e oppoi�u�nity to review and cominent on t3�is pa•oject. If you ha�� any questio�zs �'� a%'C�TI�� t��e�� CO1�i17e17�S. 10aSe COTI�aCt ITl� �t �.`s.��?: ���.i', �,��i � ��f_r< e�� � ,w � �' �- � � ,1� � _�:�. � 4 ���(�E�:���.�e or (7a4) 9s2- 9181. �� U-3AG7, N�C 84, R�.A ROAD EXTENSION W. �. TWELU�MILE CR.. EJNION CO. Cc: Marella Buncic�C. USFi7VS �ynt�ia Van I)er Wiel�; USFPA l�onna Hoad, NCDWR Crysta[ Amsci�ler, U�ACE MARCH il, 2{iI7 �;��; ';�: �� � �.�; ';; rW�;: :;�,, S+d ����.. _.. . r .� a —. .> . ._ . C�ate: Ta: Through: Fr�rn: 5ubject: ROY CO�PER I�ICHA�I, S. RE�AN NiICHAEL, SCOTT E�arch 9, 2017 Michael Scott, Direc�or t�ivision of Wa�te Managerrtent Qu Qi, LG lnacti�e i�azardous 5ites Branch — Centra€ l�nit Katie Tatum Inactive Hazardous 5ites �ranch PVEPA Pr�ject #17-�385, f�C pepartment of Transportation, Union County, I�orth Caro[ina The Superfund Sec�ia� has reviewed the proxirr�ity of the IVC Department of Trans�artation project. No sites under Superfund jurisdiction were identified within a 1-mile radius of any of the indi�idual projects. PBease cnntact Qu Qi at 9�9.707.$213 if you have any quesiions. State ofNorth Caro€i�ia !�nvirp„�nenzai Qtialiry j WasSe il/i�za�einenP 1646 Mail Sercice Ceater I 2] 7 W est ]ones Street � Ra3ei�li, NC 27699-I646 919 7D7 820Q Telephane � . � �-.a�-�,'�� �' � �� �1��,� � . ..... �..�,...,,. .. ..—n.,.��N��,w.���.h".....,..... �. �� mN U �� U � Y y q a M y = . F y V �' � � �'c", c? a _ � _ a � `' ac e' m 3 [� o w c � U CV ' � _ � � . 4 � 5 c0 E c � � CJ `p Z � � r- ln � 4 � � �z. ca � a o w T w LL � =:: . � � f, u: = c, � � � W U tn � p c: � � (: - 6 j cn C] C [ Q �- P ti � N cn U m � M.arch 9, 2017 Michaet $cc>tt, I]ivisia�a Bi��ecto�� tlarough 5laaroi� Bri��l�ley Deb Aja. Wes�errz �Disirict �upe�rvisor - Solid Waste �ection NEPA Prc�ject 17-0385, U�ic�a� Cou��ty, N.C. NCDOT Road I�nprove�nent Project ROY C�OF�ER [�iIC�HAEL. S. ?�E.Gr�gJ Mi�hIA�L 5CC7TT The Solid Waste 5ection has �•eview�d the Environmental Ass�ssmen3 docu�nent for t�� NCDO"I" propased project to extend Rea Road from NC l 6 East to Twelve Mile CreeK Road/NC 84 0�l new location a�1d widen exis#i��g 3�iC 8� to Waxhaw I�idian 'I"rail Road i�� Wes�ey Chapel, U��ion Cou�lt}�, Nortla Carol.i��a. The review has been completed a��d has see�i i�a adverse ian�act on the surrounding corr��nuc�ity aud likewise knc�ws of no situations in tlle co�nmunity, w�ic� would af�'ect t�is �roject �S'or�. a solid wastc perspective. T�uring cons�ruction and demolitioii, every feasil�le effort shou€ld be znada to rr�iniinize il�e gcneratio�l of �aste, to �ecycle ��aterials foz whicla viable znar�Cets exist, alld to use recyciec� pz�aducls �jd �nateria�s ii1 the develop�ne��t of this groject where s�.iatable. Aa�y waste ge��erated by this project that ca��snot be bei�e�cia��y reused or r�cycled must �e disposed of at a sqtic� waste �n�3a�eme��t facility approved to ►nanage the respective waste type. Tlae �ection sirongly 3•ecoinrr�ends tl�at a��y co��traciors are required to pro�ide proc�f of proper dispasal for all �aste generated as part ofthe project. A Iist of permitted solid waste �nanag�me»t facilities is availab(e ors fihe �olid Waste Sectioi� pot•!al Sl�@ $�: EiTi C�4C� 1iC.c'�iF�"r�E7E3Il��Cl1��I.i?C3I1ti'4'���i"ztr �i�alsFeew4:[17C;sRd:`1.�'�t�I€. 11ic�Iiit s# s��r Ci1 1L ����'C��f:',�;'.4C��(C�- �.._' __.. . �..._,.._.,....__ _ i� ustG-�1��CTfi�E',ll1�7�3C�•�uYS11CtE:�-iL�t)2'$�I�SC?[iCs-�Vv'61'i�C;-�f"t�t11T`i�-F,3�=?11�'-�i:��T k'lease contact Teresa Bradford, En�ij•o�3menial Ser�ior Specialist, witl� aa�y �uestions rebarding solid wasie rnar7age�nent. Ms. Bradfard n�ay be reached at (704} 235-160 or �y elnail at ��:C : �+i'i. i7I'ctC� � C}7'L� i Ld; fl E C��'. TT I."��_<?,431' . Cc: .lasoi7 Watkins, Field O�>erations Branch �lead Tcresa Bradford, Er�viro�vner�tal Se�7ior S�ecialist �i..lr,;:ll ,`,.::'.'.,i�.9'-1�;C�: 31 .ct.'��ylY['. ��. �.,.s7.i:� 3 , =.nR e�.e���� _ , .�.._ 1.1- _. .,�..�. ?.;,1,.�,I�aC.:-<alfU•Itli�il�'1.�.<., vrl,.'j.;y�,.ti.a-;C; S.r�a;iili..A ;.`-`.i'rLi )j7.r; �)O{.,.::`,ij(3.. . 4 � ""�� 'w� .. ...,,.. ._�..,M:s v.�``�::.,^:���"'��W.u,W,.� State of fVarth Carofina �epartme�t of Enuironrnental Quality [NTERGOVERh1MEfVTALR�VIEW PRdJECTC�MMEi�TS Reviewing Regionai C)ffice: MRQ Project Number: � 7-0385 6ue Uate: 03/29/2D17 County: Union After review of #his project it has been determined that the pEQ permit(s) and/or appra�als indicateci may need ta be abtained in order for this project tn comply with North Carolina law. Questions regarding these �errrcits should be addressed to the Regional Office ind"€cated an the reverse nf the form. All appiications, informatior� and guidelines relative to these plans and permits are available from the same Reg'sanal Office. � Nar�nai Pracessing i PEfiNi{'1'S � SPECIAL APPLICATIDN �ROC�DliRE5 ar REt�E11REME�liS �i�� (Statutory time i IimiC7 Permit to construct & operate wastewater � 3 Application 90 days befpre begins construct'ion or award nf eonsiruct'�an �treatment faciliCies, non-standard sewer system € 3C� days extensions & sewer systerrts that tfo not � tontraets. On-site inspection may be required. Post-appfi�at'€nn CeeE�nica€ E9p �ays) discharge into state surface waters. cnnference usuaE. Permit to construct & operete, sewer extensions invofving gravity sewers, p€�mp staiions and �ast-Track Perm'rtt�ng program consists nf the submittal of an appGcation 3fl da s � and an engineer's cerCificatian that the project meets alE applieable SCate y force mains discharging into a sewer col€ecY'Eon �uies and Division IVtinimum Design Criteria. {N��� system NP��S - permit to distharge into surface water Applicat��an �8a days �efore 6eg��ns act'Evity. On-site inspectian. Pre- � and/or perrnit io operate and consYtuct applicat��on conference usual. Additionaliy, obtain permit to construct 90-3.20 days E wastewater facilities d'€scharging into staYe wastewater treatment faciiity-granted after NPDES. Repiy time, 30 days (N/A) ! surface waters, after receipt of plans or issue of NPC�ES permit-wh�€chever is later. ❑ weter Use Perrnit Pre-appiication technical conferente usuafly necessary. 30 days (N/A} Cornplete applicat�€on must be received and permit issueci prior to the ❑ Well Cor�struction Permit 'EnsYalEation of a grounciwater monitoring well located on property not 7 days owned by the appf�€cant, and for a large capacity [>10�,D00 gallons per {Z5 days} day) water supp4y well. Application copy musi. be ser�ed on each adjaeent riparian praperty ❑ Dredge and'�il{ Perr3�it owner. On-site inspection. Pre-appliEation conference usual. Filling rrfay 55 days require Eesement to Fill from N.C. Department of AdministraCion and (90 days) Federai Dredge and Fill Perr�it. Permit to construct & operaCe Air Poliutian Appiication must be submikted and permit received prior tn ❑ Abatement faciliii2s and/or Emission Sources as Construction and operation af the source. Ef a permit is requirecf 90 days per 15 A NCAC {2(�.p1Dfl thru 2Q.6300) {� �� area without local zoning, then there are additional requiremenEs anc! Yimelines (2Q.E3113}. Any open buming associated with su6ject ❑ progosai must k�e in compiiance wiYh 15 A NCAC N/q 60 days ZQ.7 9Dfl (90 days} 3 L�emoiiYion or rennvations of structures Please Note - The Neaith Hazards Contrnl Unit (HHCtJ� of the iv.C_ i containing asbestas material musc be in �epartment af Health and Human 5ervices, must be notified of pSans to � compiiance with 15 A NCAC 20.111D (aJ {1} demolish a building, inducfing residences fnr tommercial or indusirial 6D days which requires notification end removal prior to expa€�sian, e�en if no asbestos is present in the i�uilding. j (9D days) demolition. Contact Asksestas Controi Group 519-747-5950 � ihe Sedimentation Pollution Coniral Act of 1973 must be properly addressed for any land disturbing acti�ity. An erosi�n & i sedimentation controE plan wiii i�e required if one or more acres are ta 6e disturbed. Pian rnust 6e fifed with and approved by Zfl dav5 � ❑ appficahle Regionai Qfflce (Land Quality Settionj at least 30 days t�efore beginning activity. R NPDES ConsttutCion Stormwater permlt (NCG010tf00j is alsa usually issued shouid design features meet minimum requiremencs. A fee of $65 for #�� �ays} the first acre ar any part of an acre. An express reVlew nptinn is a�ailable with additiona! fees. Sedim�ntatie�n and erosion cpr�trpl must be addressed in accordance with NCDOT's approved program. Particular attention � should k�e iven to desi n and instalfation t�f a {30 days} �❑ g� g ppropriate peria�eter sedirnent lrapping de�ices as wel2 as 5ta6le Stormwater � conueyances and outleYs. , Sedimentation end erosion coniral must be addressed in accordance with L�ocal Gouernment's apprc��ed program. Based nn Lncal ❑ Particuiar a2cention shau�d 6e given ta design and insta�lation of appropriate perimeter sediment trapping devices as well as stab{e Stormwater conveyances and outlets. Program ❑ Cotr�pl'tenc2 with 15A NCAC 2H .0126 - NP6ES Stormwater Prpgram which re�ulates three types o� aciivities: lndustrial, 3C#-60 days , N�unicipal5eparate Storm �ewer System & Cc�nstruction aetivities thai disturb >1 acre. (90 days� Compliance with 15A NCAC 2M 1000 -State Storrrfwater PermiCting Progsams regutate site develapment and pnst- � 4� ��ys ❑ car�s�ruE4i�r� sFmr���a���;x�arraf�<eerr�2�csl: Ar��s s�b}ecf �m•°t§�es�•pt��i4<�agr�•rris-s�ciudE �t6 �� Eoa�staE ec��rr�i�h; ar�d-+�arstrus» other caunt'€es and watersheds throughout Yhe state. (9� ��vsj DEQ INT�RGpVERNMENTAL REVIEW PROJECT Form Page 1 of 4 January 2017/!bh State o# �orih Carolina D�partment of Enuironmental Quality INTERGOVERNMENTAL REVIEW PRaJECT C�MMENTS Reviewing Regiona! Off�Ece: NiRO Praject Number: J.7-CJ385 Ilue Date: 03/29/2(l17 County: �Jnion lVorma[ Pracessing PERN[ETS SPEC[RL APPL[CATt�I� PROCEDURES ar RE(ZUIREfJ�ENTS 7ime (statutory time iimit� On-site inspection usual. 5urety band fifed with DEC1 Bond amount varies �i� with type m'ine and num6er of ecres af afFected land. Af�ected area 3D days ❑ Min'€ng Permit reater than one acre must be ermitted. The a rp riate bAnd must be � P pp P (6E} daysj received before the permit can be issued. If permit required, application 60 days before i�egin construction. Applicant must hire N.C. quaIified engineer to: prepare plans, inspect construction, and certify constr�ctipn is aGcording io DEQ approved plans. May also require a perrnit under mosquiia control prc�gram. And a 3a days � ❑ �am Safety Permit � qp4 ermit from Car s of En �neers. An ins ection of site is necessar Co ` 6D da s E � p P �� P Y ! { Y) � ; verify Hazard Classificaiion. A minimurr� fee of $200.00 srsust accompany � ` the application. An additiona! processing fee baseci an a percenCage dr the totai project cost will I�e requireci upan campfeYion. ❑ Oil REfining FBcilities N/A 94-12Q days EN��� File surety bond of $S,OQQ with �EQ running ta State of NC candltional 10 days ❑ Perm'it ta drilf exploratory oil or gas weEl thac any wetl opened by drill operator shall, upon abandonment, be ��A plugged according to �EQ rules an[{ regulations. ❑ Geophysical Explpration Permit � Appl'itatinn filed with DEq at least TO days prior to issue of permit. 10 days € Appl'icatsnn by ietter. Na standard application for�n. N/A Application fee based on structure size is tharged. Must incEude � ❑ 5tate Lakes Cnnstructi4n Perrrsit descriptions & drawings of strucYure & proof of awnership of riparian 15_zD daYs € property N/A � CompEiance with ihe T15A 02H .OSpp Certificaticsns are required � � 401 water Quality Certifitation whenever construction or operation of facilities wiEl resulE in a discharge E 60 days into navigable water as described in 33 CFR part 323. (130 daysj Compliance with Catiaw6a, Goose Creek,.iqrdan Lake, Randleman, Tar Pamlico or Neuse Riparian Buffer Rules is required. t� Buffer requirements i�„�cf� ��Qvl-���s€� �€� ��S�r�,s����� cr-�.:.e�,r�3 €n�Ivr�tf�� e�sa�����s-�,���c � syv� �ttr���r�t��r� ��� i rl��'�(�:, � vv�tis:sztt�5 �.���E�r-���Yrr �t>/4C7��.€E�,tri7n s��.P€e,-r��^ce.€rc��t �ra��ac, - .�� � � ` Nutrient Offset: I.oading requirements for nitrogen and phaspharc,s in the iveuse and Tar-Pamlico River basins, and in the I 3ordan and Falis Lake watersheds, as part of the nutrient-management strategies in these areas. UWR nutrient offset ❑ infarmation: �_�t„:=!/r:��.3'tc.�f�sr3��36E��fF� �, 4rG��ay�'u � �w.���SC��i€C.�.���ai:?rni�1�; €3C��i �;;r�[-:>c�i�r�.e-r,t<"�r.�z�:�rn�.�?ifn_rr�r,�:�i il�:.:C-i€���� �r�:tic>ri ❑ CA�/sA Permit for NsAIQR deveiopment $250.Q{� -$475.00 fee must acsornpany app3ication 75 days (15fl ciaysj ❑ CAIv�A Permit for NilNOR deveiopment $7.00.OE� fee rnust accompany appEication Zz days (25 daysj � Abandanment of any welts, if requireci must 6e in accordance with Titie 15A. Subchapter 2G.qipO. ! Notification ofthe proper reginnal office is requested if "orphan" underground storage Yanks (llST5) are discavered during � � ar�y excavation operation. Pians and specifications fior the construction, expansion, or alteratian of a p�ablie water system must be appro�ed qy the Division of Water Resnurces/Publ'€c Water Supply 5ection prior Ya Che award of a cnntrati or Yhe initiatian of canstruction as � � per i5A (�CAC 1$C .030[1 et. seq., Plans and specifications should be s�a6mitted io 1634 Mail 5ervice CenYer, Raleigh, NnrYh 3� days € Carolina 27&99-1634. All public water suppEy systems must comply with sta[e and federal drinking water monitoring € requirements. Far rr�ore information, contact the Pubiic Water Suppfy Section, [919) 7p7-91pfl. E If existing water lines will be relocated during Yhe canstruction,�plans for the water I€ne relacation rnust be subrnitted to the � Division nf WaYer Resaurces/Publ€c Water Supply Sectian at 1634 IUaii 5ervice Center, Rafeigh, NorYh Carolina 27699-1634. 30 days For mare information, corrtact the PubEic Water 5upply 5ection, {919j 767-9160. Plans and specificat'�ons for the constructiorz, expansion, or alferafion of the wacer system must 6e approved through ❑ the delegated pEan approval authority. Please contact them at for further'�nformation. f DEQ INTERGOVERNMENTAL REVIEW PROJECi Form Page 2 af 4 January 2p17/Ibh �tate o� fVorth Carolina �epar�ment af �nvironrr�enta€ Quality INTERGOVERIVM�N�"AL REVIEW PR0IECT COMMEN�S Rev�€ewing Regional Office: MRO Project Numi�er: 17-0385 Due DaYe: 03/29/2017 County: Union Other Comments {attach additiona# pages as necessary, being certain tn comment authority} i Di�ision feritials �� Camments Date � comment Review ? QAC1 CA !❑ There do not appear to be any appiicable air quality regulations. If 3/9/17 � � Eandcfearing is necessary and disposed af hy hurning, the apen burning � E regufat�ons shall 6e failawed. DWR-WQR05 JB & ❑ MRp WqR05 defers to tf�e C1WR Transportation Fermitting Unit fior ai[ 3/21/17 (Aqu€#er & 5urface) commentary specificalfy reiated to transpartation pianning and permitting 3/29/17 � � issues. � In reference to the maps prnvided, it appears that a Sectian 401 Water Quality Certificatian/Section 4E34 Permit will be nece5sary (6ox checkedJ. i Potential stream impacts should be determined pr'ior to construction. ; • Modification to NPDESlNastewafer, anci Wastewater Collection System ; Perrnits may be necessary if existing facilities are modifiecf as a resu�t of the � project (boxes checketl); o NPDES Stormwater Perrr�itting rr5ay be required ihraugh pEMLR. • if located, wells should k�e properfy abandoned (3�ox checked}. � I Please provide the species of mnllusks found during development of the �IRTR, ` ncs species were iisted. � DWR-PW5 JHW [❑ See abave comments 3/S/17 DEMLR (LQ & SW} Z5K f❑ Erosion and sediment cor�trol permit along with Stormwater permit 3/1p�17 is required. ; DWM — UST RHT ❑ � R�: Project Review �orrr�: 17-Q385 3/9/17 f � I have reviewed the scoping documenf for the proposed project. A search af the proposed area re�ealed one open Underground Storage Tank {USTj incidenY at ZD6 SouYh Providence Road in Weddington. This site may k�e insic{e o� the praject area. The risk is cEassified as Low. The inc'Erfent nurrtber is 36104. ihe U5T Section projeet manager for this incident is Ed Leach. He can be reached at 704 235 2171 or a� Eciward.Leach�ncdenr.gov. ihe �allowing are general carnments and are pertinent to my raview: � ! 1. The Mooresvil�e Regional flffice {Mr�t3) U5T Seetinn recorrimends ; rem�val of any abandaned or out-of-use petraieum USTs ar petro�eum abave � � ground storage tan�s (ASTs} witFsirs the projec� area. TFie UST 5ectian should � be contacted regardir�g use of any proposed or on-site petro[eum USTs or I � A5i's. 1lVe may be reaehed at 7Q4-fi63-1699. i � ', 2. Any petroleum spills must be contained and the area of impact must ', 6e properly restared. Petroieum spilis of significant quantity must be �I reported Yo ihe North Carolina Department af Environmental Quality — Division of Waste ManagemenY Undergrnund Storage Tank Section in #he Moaresvilie Regional Office at 7�4-653-1F99. 3. Any soifs exca�ated during demolitian or construc#ion that shaw evic3ence af petroleum contamination, such as stained soil, odars, or free � prnduct must be reported irnmediately ta the lacal Fire Marshail to determine � whether explosipn ar inhalation hazards exist. Also, np�ify the UST Section of ; tE�e Moaresville Regionaf Office at 7�4-b63-1699. Petra{eum con�amina�ecl soiEs must be f�andieci in accordance with al! appiicabie regulations. I E If yau have any questians or need additional infarmation, please cnntact me � E aC Ftan.7'araL�an@r€cdenr.gov or by phone at 704-235=2167. ; Other Camrnents ! ❑ / / f2E�IpNAL pFF10E5 �EQ IIVTfRGOVERNNf�NTA� ft�VIEW PROJECT Form pa�� 3 p{ q January 2017/Ibh State of Narth Carolina I�epartment af Enviranmental Quafity INTERGOV�RNMEfVTAL REVI�W PR�JEC� C�MMENTS Questinns regard'Eng these per�nits shnuld be addressecf to the Regionaf Of#ice markeci below. ❑ Ashev'slle RegionaE C1fFice Zp90 U.S. 70 Fiighway Swannanna, NC 28778-8211 Phone: 828-296-450D �ax:828-299-70R3 ❑ Raleigh Regional �ffice 3800 Barrett Drive, Raieigh, NC 27649 Phone:919-791-420D Fax:9�9-57�-4718 ❑ Fayettevifte Regionai Office 225 Green Street, 5uite 71A, Fayetteville, I�C 283fl1-5D43 Phone: 91�-433-330f1 Fax: 91d-�$6-(}707 ❑ Vifashing4an Regianal �ffice 943 Washin�ton Square Mall, Washington, fVC 27889 Phone: 252-946-5481 Fax: Z52-975-37� 6 ❑ W'snston-SaBem Regional Off"sce 450 Hanes MiEi Raad, Suiee 300, W��nston-Saiem, NC 27i(35 Phone:336-776-9500 Fax:336-776-9797 � EVlooresville Regional �ffice 610 East Center A�enue, Suite 3D1, I�llooresville, NC 28115 Phone:iO4-663-1694 Fax:70A-663-6040 ❑ Wikmington itegiona! �ffice 127 Cardina! Drive Ext., Wilmington, NC 28445 Phnne:910-796-7215 Fax:910-350-2004 DEQ iNTERGOVERNMENTAL REVIEW Pft0lECT �arm Page 4 of 4 January 2017/IbF� ��RT� C�tO��N� ST�TE CL�AR��GHOU�� D����T���" o� �����i�����o� �����c�vE ��� �v��va cov�rr�: u��a�; �oz: x�cx�r��s �� ROAgs s�r��� ���: ��-�-�azp-o3a� n.��� �aEC�i'VED s 0 3/ 0212 017 �.GEATCX R.���O�T�E : 0 3/ 2 9/ 2 017 TtE1PI�%7 C�aS]E� e ��/ Q 3/ 2� � 7 MS DEIRDRE HAMAN CT,EARINCI�0:3SE COQRDII�A'I'OR T7PS - DIV 0� EMERGEIVCY I�7A.NA�EI`�EI�TT FLOO���,AIN ��TAGENt�I��T �RflGRAFF 4218 MA � L S�r ViC�' CEAI�E.T2 RALEI�H NC Et�STIETi3 I3� S'�R��L3�I�� CE�T`T`RAT�TNA COG B�'�T 0� AGRICLTL,`PT•7RE DEPT OF ENV�RON1�El�TTAL, QUA�,T'T`Y D�PT OF NA'I'LIRAL & CL7Z,TU� l�ESOU�tCE D�P'I� 0�' 'I'z'�F�I�IS�dRTATIO�T DNCR - NA'Z'UI�AC, �I�� i'I'AGE PROGRAM �PS -- DTV OF EI�EF2GENCY MA..�IAGEPfENT i�FtOJECT T�T�'Q%'NlA�iO�i APPL�CAt�T'T': N.C. Depart�ent o� Transpprta��a.r� TYpE: I�iatianal �.nvironmentai Policy Act invironmentai Assessme�� `,i3�'`-`�� cr� '<, �...,4'.,.9€"� DESC: Proposed project wi11 ex�end rZea �toad from NC 16 �`ast to '�'w��ve �i1e CLeek Rnad/NC 8� on new l.ocatior anci w�de� existing �C 84 to Wa�chaw---Tndian Tra��l �oad in Wes�.ey Chapel. "'�e attachea project has �een submi�ted wo tr�e N. C. State Clearzng�ouse �or intPrgovernmen�al �e�rierr,r. Piease review a��d submi4 your re5ponse by the aba�re indicated date to 1301 Mail Service Center, Raleigh. NC 27699-1301. Tf addi�ion�.� review �a�r€e is needeci, �lease con�act this office at (919}807-2425. AS A?��,SL7I,T OF THT REVIEW TH� E'OLL�WSNG SS SIIBMT`�'T�B: N� CONLn'l�N�' ❑ COI�':P�EN`I'S AT'�AC�!�D � �� g � � SZGIVED L�Y : ''^M.� ,,,_ � " �'w T�A'I'E: �� � �ica..at,;,.:�, . '��.� �W�.� ,„ �� C�iJN".�Y: UNTON �o��� c�; �� ����� ��������x���� z����: ...� o�° �����s����o� ����.Gov����rr�� �.�v��v� �a� �� �r�����.�� ���`���s� � k � j$s �� � 3 ��� � � � ��� § ���� � a ���: k L :i 4 ' .... � F�.i��,1 .I i �;� a�{,� i�l��� � e`� ���, �� ;''',:,�' ' � r ; g i: � '� YE.......�...,�.,.,...-.�..�,,,,,,�,�_�,.,,....,.,..,,,,.., „-,r,�.`, � 1�S RE�i�E GLED�TL�,-EARLEY � �,,. ,(.f<<tr� = s;:>;:. ��,r;,; ��,;,,:,�����,°..,� � �f�➢'�lS..t;�af4.,r �'s.-...wi... tl�,��c;X�::. .,. � i6J?. r . � � �� ,. . , � � V,�w..,.�.:� . .. ............................E c����� �Gxous� coo�za� ��v��a� I7�k�'T` OF I�A`I'JRAL & CLTZ,^U�� R�SOL7�CF STA'I`E H�STORIC PRESERVATZOIv Q�'F�C� 1�iSC 4617 - A�ZCHTVES BLJILDING RALE I GI3 1�TC ���r��Tai TSI���z�iTe.c'��� CEN`T�AL�NA COG DEP'I' OF` �GRTCUL'I`URE. DEPT QF �NVTROIVx'lE�T'PAL QUALITY L3EP�' OF` NA1`URPL & CC7�Ti7RA� R�,SdURC`E ����r n� �rR�s�o�z����o� �NCR - NA�r7R�, HEt�,�TAGE PRQGRAPZ DPS - DiV OF �MERGENCY 1��TAGEMEN� FR�JEC'� ii�iFt3ki�i�F,.�I0i1T AP�'�TCAR.'T: N.C. Depa�-t�ent of Trans�orvation TY?�: Natiozaal :nvironmental Policy Act Environmen�a�. Assessment � �j���i�$�'�" �:� -� ��t�� l�- �5'i"A�'E �Cr�ER. : 17 -� E-- 4 2 2 0- 0 3 8 5 r���� �c�sv�r�e o�ia�i�o�� AC�EI+TCi' itESP4�TSE e 03 / 2 9/ 2 Q 17 ��rz�w c�os�r� e o 4/ a 3/ 2 0�� �=:�:�- � �- - �� � -�� �. ,� �.� � ���r��/�� DESC: Proposed p�oject w�ll ex�end Rea T�oad �ram �TC 16 East to 'I'welcre Mi1e C�eek Rnad/NC 84 on n�w iocat�an �nd widen existirg NC 8� �o j,�axhaw-�ndian �P�ai.1 Roacl in Tv+7es:iey Cnapel . �- "3<_�� :�.. T�le attacned project has �een submi�ted ta the N. C. Suate Clearinghouse for intergove�nmeratal review. P��ase review anc� sul�mi� your response by the above indicated date to 130� Mai1 Serv�ce Center, Raleig?-a �.�C 27699-130�. Tf adeiitior_a� r�view time _s neede�, please contact this of�-ice at (.419)8G7--242�. l-�S A RESLTLT OF THIS REV�Ein1 TH� �"OS�T,OWTNG TS SUBMITTEI�: ❑ NO COMMEN'I' COMM�I�TTS AT'I'ACHED � � tl � e � SIC',i�ED �3Y : �-' �ATE : � � !_ :'. ;; 'i' 1 i� ;��� �: � �` ;...f ���°�h �`ar�li�� D�pa�tm�n� �f l�atue�a� a�d �;���u�a� �sou�-ces �ta�e ���t���c �'�-es��-va���� Of��e Itaiizona M. C3�rtos. Admin'sstralor Govemor Roy C;oaper Secrelary Susi f-3. E{amilton 1��1C�I 1�, ��}�% ���Q�����. �'�}: �,i�5t�� ��Si North Caroli�a �tate Clearinghau�e I3epartinent af Ad�inistratian FRO�I: Raznana M. �artos����n � ����:�a��'�� �`�,���,� � Office �1'�rcl�ives and History DeC}vty Secretaiy Kevin Cherry �UF3JEC'�": En�vironmental Assessme��t z�r t�eRea Road Extenszc�n �ro�n �C 16 to �R l 00�, W�ddin�ton, U-3467, U�i�n C�iu�ty, ER 12-2134 �'l�ank you far your subrz�ission cs� Mat•ch 2, 2017, c��lcernii��; t�c a�ove project. T'l�e �nvironn�ental Com��itments state that c�nce an alternaiive is cl�ose��, NC�OT will eooa�dinate �vith the NC Stat� Historic Preservatic�n offi�e concerning arehae�Io�;ical resources. We will of�er comrnents once tilat co�sultation is comp�ete. Ti�� ��vironz�ez�ta� Commitmenis �n t1�e �;A can�ain the co�diti�ns agr�€:d an io ava�d adversely a��ecting the Howard �o�se {�TN 0831) a�d Jacob Ailez� �e�I �a�rm, {�TN 0097}. The above co�n�nenls a�e made purs�ani to Sectio�� 106 �f thc Nati�nai Historic �res�rvatior� Act and the Advisory Cou�cil on I-�istorie �'reservaiion's Re�ulations for C`om��iaa�ace vvitll Section ��6 codified at 3� CFR I'art 80Q. Thank you for your coo�eration and cQ��sideratzo�. I:f�you have questians cancerning the abc�ve corn�e��i, contact I�enee Gledhill-EarIey, environz�aental review coordinatox, ai 919-807-6579 or ���virc����ra�nt�l.r�vic�w(r r�c;s�cr. p�. �r� all future communic;atinn co��cei-ning ihi� proj�ct, please cite the abave refer�ncec� tracki�zg number. Lncati��a: ] 09 EasY ,Ton�s STreet, Itatei�t� l�C 27601 Ni�iling Adclress: G617 �iail Service Ce��ter, Raleigh NC 2769)-4517 "�'etephonelF�x: (919) 8�7-b57018D�-6594 NOR,`��3 �Ai�.0 � �'i`A'�E CLEA.�.��'GfiOiiJ"�E 1'3�P�,R,�.°I _ ��' i�i7l�iI+I�S°Z'RA'�'��Ldi' �I�I'EI2G�7VE�7M�I�i°i'�.�, R.EiiiE�ri catrn��: u�rxo�r N�2 JOSEPE3 HL7Z?YI�CSA CI,E.ARTNGHC3LTSE COQRI)�1�A'T`OR DEP`I' 0�' AGRTC�7LTURE 100� MSC - AGRTCTJ:�TU�RE BLDC� RAuEIGH 1�iC R��l'i�ni �zS�`�IBUTi�IQ �`�2 e I-�TG�iWAXS AND ROADS CEN�RALINA COG i1EP'I' 0�` ACRICFILTURE �EPT QF �`?�VSROIVMENTAi_, QUALITY DEP`T' OF NATURAC, & CC7.;,'I'CT�7-�L R�SOliRCE L�}�1}'i OF` 'T`RANSPORTZ�TIQIV' DNCR - NA`1'f7RAT, HE�2I'I`AGE PROGR��'� DPS -- DIV OF E��F2G��TCY N'�TA�EMEI�T�' PRfl.�ECT TNF'O�i.MAT�ON APPL�CANT: I�i.C. Depa�tment o� �ranspor�ation TYPE: l�ia�.zonal Environmenta� Policy I�ct Environmental �ssessment S��,TE LW'i++��x: � 7-�-4220-�385 A��� R�CE€VE7]: 03/02/20�7 �.G:�rZCi� Ft� SPOL�SE : 0 3/ 2 9/ 2 017 1�iT��snl C�O��I3e 04/03/2017 DESC: P�opasecl projec� wi11 extend Rea Raad from NC 16 East to `S'welve Mi1e Creek Road/NC 84 an new �ocation and widen existing �TC 84 to Waxhaw-�nd�an Trail Road ira Wesley Chapel. �'he at�ached project has been subm?��ed to the N. C. State C�earinghouse far ynte�gover�menta� review. Please review and submit your res�aonse by �he ai�ove indicated date to �30�. Mail ,Service Center, Ra��igYz NC 27699-130�. I� addi+�ional �eview time is needed, please contact this of£ice at (9�9)807�-2425. AS A�ESULi �F TT_iIS REVZEin7 'I`T�� �`QZ.,I.,OWT�TG T_S �UBNI'i'TE1J: � t,f f u , ������ ��: ��� �� � „3 ,,� � NO COMMEN'�' DAT ❑ COM���I�`�'S AT'i`ACi-€ED � �������� �� , __ `°;�_ �r����d ��� ���r���ry'� G�A� � � ��� COi�'7.': �NZOI� N��TH CARDLiI "�A�� CLEARINGHOU�� r � EJ�/�ii I3EPAR'�1�l�� �.� AI]M�N�S�°RAT�Q� iI�I`ERGO�IE�E�'i'AL R.�V�TE� k'Q2 : H�GHTnTAY,5 AND ROADS MS CARRIE ATK�NSQAT C;�EARINGHOL7SE COOFtT]�ATA'I'OFt ]�EP� OF 'T'RANSPOR3'ATIO�: STAT��,r��D�, ���,A,�TIV�I�TG - MSC �? 55� �a����� �rc ��rx�,va ,���m�tx�c��x�t� C��T^1RALII�TA CdG r���� o� A��zrcu�m�.��� � � DEPT OF ENVTRONMENTAL QUALI`i`Y � DEPT OF �IA'I'TJ�:AL & CUT•TURAL� RESC}URCE �° z����r ar T��s�o��rxm�a�r �� � j7NC�t - �ATURA�, HER3TAG�' �'ROGRAI+� � DP5 - DZV QF �MERGENCY MFllVAGEMENT PR.�:1"�C'S' ��7F'�Ri�i`I`iOL�i A���TCANi: �.C. ��partzrent o� `�ransnor�ation TYP�: Natiora� Env�ranme�tal �'o1�cy Act Envi�onmerai.ai Assessment S'�A�� NiT��ite 17-�-4220-0385 ��.TE ��E���: 03/02/2017 �,GE�IC� RE s2�01�T�E : 0 3/ 2 9/ 2 01 '7 R.E�Ii�u+7 CT'OS�73 e � 4/ � 3/ 2 01'7 ����� ����� �ESC: Proposeci �rnjec� wi�l extend Rea Road ��am �iC 16 East ~o Twelve l�ile Creek Road/NC 84 on new 1nca�ioi� and widen existing iVC 84 to [n�axhaw-�nd�an Trazi Raac7 in Wesley Chapel. '�h.e attached project 1�as been submitted to the �T. C. 5tate Clearinghouse for inte�gavern�?�ental review. Please review and sul�mit your res�onse by the above indic�.Wed aa�� to �301 �a�l Service Cent�r, Ral�igh NC 27699-13Q1. If adc�itianal �eview time is r�eeded, please cantact ti�is ofiice at (9�9)807--2425. AS A RESULT OF THZS R��IiEV+� T�T� FOTILOW�NG IS SUBNlIT`y'�D: CON�'IEIV'�' ❑ COi+"1�ZEI4y'�'S �11T'I�ACHED � �(� ..._� `�' , S�GI�i�T� BY : � -_ �� y �'`.'� ' � ar�� `.,� f� � �.ls�.., �3ATE : � � �`', �., ',�, �� � _�,, � �_VT � From: Van Der Wiele, Cynthia [mailto:VanDerWiele.Cynthia@epa.gov] Sent: Monday, March 13, 2017 4:02 PM To: Walter, Tracy A <twalter@ncdot.�ov> Cc: Militscher, Chris <Militscher.Chris@epa.�ov>; Clarence Coleman <clarence.coleman@dot.�ov>; Marella Buncick <marella buncick@fws.�ov>; Chambers, Marla J<marla.chambers@ncwildlife.or�>; Hood, Donna <donna.hood@ncdenr.�ov>; Crystal Amschler <Crystal.C.Amschler@usace.army.mil> Subject: US EPA Comments on the Federal EA for NCDOT STIP Project U-3467 - NC84 from NC16 to SR 1008 (Waxhaw-Indian Trail Road) in Wesley Chapel in Union County (aka Rea Road Extension) Importance: High Dear Walter: The U.S. Environmental Protection Agency (EPA) has reviewed the federal Environmental Assessment (EA) and is providing comments consistent with §309 of the Clean Air Act and § I 02(2)(C) of the National Environmental Policy Act (NEPA). The North Carolina Department of Transportation (NCDOT) and the Federal Highway Administration (FHWA) proposes to extend Rea Road (SR I 316) from NC I 6(Providence Road) east to Twelve Mile Road (SR I 341)/NC 84 (Weddington Road) on new location (relocate NC 84), and widen existing NC 84 to Waxhaw-Indian Trail Road (SR I008) in Wesley Chapel, Union County for a 4.3-mile project length. The project is currently included as a modified Merger Project of the NCDOT 404/NEPA Merger Process. The primary purpose of the U-3467 project is to improve the mobility and connectivity of Weddington Road (NC 84) in the project study area. The proposed project would provide a more direct link between western Union County and Charlotte/Mecklenburg County as well as an alternative route to I- 485 and Charlotte, enhancing regional travel options. The proposed project would also provide additional capacity on NC 84 in the project area. Two new location alternatives were assessed and carried forward for detailed study: Alternative A2 and Alternative C2 were developed to minimize potential jurisdictional stream and wetland impacts to the initial alternatives A and C. Both alternatives have a typical section consisting of a 4-lane roadway with a 23-fiit raised grass median. The NCDOT does not have a preferred alternative noted in the EA; however, alternative A2 appears to have fewer impacts to the natural environment. The EPA offers the following technical comments: Table S- I on page vi provides a summary of the impacts. Impacts to the natural environment include: • 1,397 linear feet of jurisdictional stream impacts at 8 crossings through culvert extensions for Alternative A2; 2,933 linear feet at I I crossings for Alternative C2. All hydraulic structures are proposed as reinforced concrete box culverts (RCBCs). • 0. I 0 acres of jurisdictional wetland impacts from three (3) wetlands for A2 vs 0. I 2 acres at four locations for C2. • 0. I I acres of surface waters (pond). • 7.2 acres of I 00-year floodplains for A2 vs 7.3 acres for Alternative C2. Impacts to the human environment include: • 5 residential displacements • I business relocation • I non-profit relocation • No impacts to environmental justice populations or communities • No adverse effects to the two historic sites—Howard House and Jacob Allen Deal Farm— provided that there is no encroachment of utilities and the addition of a 25-foot buffer from the historic boundary to the Deal Farm property. • I de minimis impact to Weddington Optimist Parl<, a Section 4(� resource. • 62.4 acres of impacts to farmland soils for A2 vs 63.7 acres of impacts for alternative C2. A variety of utility lines will need to be relocated due to the widening. If the impacts from these utility relocations were not included in the table of impacts, the EPA requests that these be accounted for during NCDOT NEPA/404 Merger meetings as well as the Finding of No Significant Impact (FONSI) document. Three federally-listed species are located within the project study area: Lasmigona decorata (Carolina heelsplitter), Rhus michauxii (Michaux's sumac), and Helianthus schweinitzii (Schweinitz's sunflower). The Biological Conclusion is that the proposed project will have "no effect." An Indirect and Cumulative Effects Screening was completed in July 2012. Six of the nine categories in the screening matrix (Table 5- I I, page 5-3 I) indicate a moderate to high level of concern for indirect and cumulative effects potential as a consequence of the proposed project. Of most concern is the increase in population growth rate, water and sewer extensions into this part of the county, and the market for development (e.g., commercial and residential development). With respect to ozone, the project is within the Charlotte-Gastonia-Rock Hill [SC] area, as defined by the EPA. The area was originally designated non-attainment for 03 under the 2008 8-hour ozone standard on July 20, 2012; however, the NC portion of the area was re-designated as maintenance for the standard on July 28, 2015. While NCDOT anticipates that the proposed project will not create any adverse effects on the attainment status of the NAAQS, the proposed speed limit would be posted at 45 mph. With speeds expected to increase, there would also be an expected increase in increased emissions of VOCs and other pollutants that contribute to form ground-level ozone. EPA notes that the section on Mobile Source Air Toxics (MSAT), pages 5-39 to 5-47 does not use the latest FHWA guidance, which represents an update to the 2012 Guidance [see https://www.fhwa.dot.gov/environment/air_quality/air_toxics/policy_and �uidance/msat/]. As a result, the EPA requests that this newer guidance be used prior to issuing the FONSI. The EPA appreciates the opportunity to provide comments on this project and requests a copy of the FONSI when it becomes available. The EPA anticipates continuing to be an active participant in the 404/NEPA Merger process. Sincerely, Cynthia Van Der Wiele Cynthia F. Van Der Wiele, Ph.D. US EPA Region 4 NEPA Program Office c/o USEPA-RTP 109 T.W. Alexander Drive Mail Code: E 143-08 Research Triangle Parl<, NC 27709 Phone: 919.450.681 I From: Walter, Tracy A [mailto:twalter@ncdot.gov] Sent: Friday, February 24, 2017 10:00 AM To: Clarance Colman <clarence.coleman@dot.�ov>; Van Der Wiele, Cynthia <VanDerWiele.Cynthia@epa.�ov>; Crystal Amschler <Crystal.c.amschler@usace.army.mil>; Marella Buncick <marella buncick@fws.�ov>; Hood, Donna <donna.hood@ncdenr.�ov>; Chambers, Marla J <marla.chambers@ncwildlife.org>; Gledhill-earley, Renee <renee.�ledhill-earley@ncdcr.�ov>; rwcook@ci.charlotte.nc.us Cc: Liz Kovasckitz (II<ovasckitz@mulkeyinc.com) <Ikovasckitz@mulkeyinc.com>; Cole, Scott <scole@ncdot.gov>; Yamamoto, Brian F<byamamoto@ncdot.�ov>; Duncan, Thad F <tfduncan@ncdot.�ov> Subject: NCDOT STIP Project U-3467 - NC84 from NC16 to SR 1008 (Waxhaw-Indian Trail Road) in Wesley Chapel in Union County (aka Rea Road Extension) Ladies and Gentlemen: NCDOT is preparing to hold concurrence meetings scheduled for March 15, 2017 and as we are preparing the merger package for this meeting we noticed that we could not determine who received a copy of the Environmental Assessment, which was signed by FHWA n May 28, 2015. We have also not been able to locate any comments related to the distributed EA. Since this project has changed project managers recently I am assuming that if comments had been provided they were done so by email, which unfortunately did not get transferred prior to the previous project manager's retirement. Since it is possible that distribution was overlooked I will distribute the 2015 EA and request review and comment next week, if you have previously provided comment a copy of those comments would be greatly appreciated. A copy of the signed EA for this project is available on our documents website and can be accessed here. Please feel free to contact me if I can be of any assistance. Regards Tracy Tracy A. Walter P.E. Senior Project Planning Engineer NCDOT (919) 707-6177 . i' L� ��'a���� � ��, i r + �Y> ���^.,�.., - A endix C pp Section 404 / N E PA I nteragency Agreement Forms Section 4(}4j'�IEPA Interagen�y Agr+eement Concurrence Point No. 2A Bridging Qecisions and Alignment Re�iew Preject Title and Project Muml�ers: NC 84 frvm NC 16 to 5R 10Q8 (Waxh�wµhndia�r Trail Roadj in UVesley Ct�apel, Uni�n County; NCDC',�T 5TIP Proj�ct No. U-3467; Federal-Aid P�rt�jec# No, 5TP- 131�{10}; State Project Na. 39Q19.1.1. Prt�ject Purpase: The purpase of th� proposed project �s to impro�r� th� mobi�ity and ec�nnec�i�ity oF Weddington Rc+ad (NC 84} in the praject study area. Mydraulic Recommerada#ions: Site Alternatiue Stream / We#land I.D. Hydrauli� Structure 3 A2, C2, CA2 Culvert Branch Replace Existing with Appropriately Sized Culvert 4 A2, CZ, CA2 West Fork 7welvemile �reek Replac� Existing with 90' Quai Cc��crete Girder Bridges 7 A2 Mundys �un 3@9' x 8' RCBC �128 ft.} 8 CZ fl/lundys Run 3@9' x 8` RCBC {11i ft.} 9 CA2 11/�undys Run 3@9' x 8` RCBC {169 ft.) The project team has cancurred on the rnajar hydraulic structur�s and sixes fvr the pr�posed praj�ct as �isted abar►�. �ocu5igned by: ��� ��� 66COSA077�23�6C_. r �-i� � * � � �� � �� -G-�'�-,ar��``'� �=�.' �ocu5igned by: �(7l�� �,(1�� 95B1�A�F6�J�0+1�0... Agency i7ate ����� 3/17/2017 USEPA 3. �s- �� � �SF►�S � 1� � lr� ���h'l � ! i � � � � i ����� t. � l / ��� A t�—. —�— NCHPO NCWRC � '�'�j�._ �cT �'7 1VCQQT � IrS /ff� �R�P� 3/16/2017 4-12-17 Section 404/NEPA Interagency Agreement Concurrence Point No. 3 Least Environmentally Damaging Practicable Alternative (LEDPA) Project Title and Project Numbers: NC 84 from NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Wesley Chapel, Union County; NCDOT STIP Project No. U-3467; Federal-Aid Project No. STP- 1316(10); State Project No. 39019.1.1. Project Description: The proposed project would extend Rea Road (SR 1316) from NC 16 (Providence Road) east to Twelve Mile Creek Road (SR 1341)/NC 84 (Weddington Road) on new location (relocate NC 84), and widen existing NC 84 to Waxhaw-Indian Trail Road (SR 1008) in Wesley Chapel. The proposed project is approximately 4.5 miles long. Least Environmentally Damaging Practicable Alternative (LEDPA): Alternative A2 ❑ Yes ❑ No Alternative C2 ❑ Yes ❑ No Alternative CA2 ❑ Yes ❑ No The project team has concurred on the LEDPA for the proposed project as listed above. Name Agency Date USACE USEPA USFWS FHWA NCDWR NCHPO NCWRC NCDOT CRTPO 4-12-17 Section 404/NEPA Interagency Agreement Concurrence Point No. 4A Avoidance and Minimization Project Title and Project Numbers: NC 84 from NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Wesley Chapel, Union County; NCDOT STIP Project No. U-3467; Federal-Aid Project No. STP- 1316(10); State Project No. 39019.1.1. Avoidance and Minimization The project alternatives minimize impacts to resources. However, it is not feasible for the proposed project to completely avoid impacts to the Waters of the US and still meet the purpose and need of the project. The following avoidance and minimization efforts have been incorporated into the proposed project: Section 404 Avoidance and Minimization Measures ■ The new location alignment Alternative CA2 was designed to avoid the confluence of stream SK and Mundys Run. ■ Intersection improvements at NC 84 and Lester Davis Road were designed to avoid a major hydraulic crossing (Site 6) of an unnamed tributary to West Fork Twelvemile Creek. ■ Since its selection as NCDOT's Preferred Alternative, Alternative CA2 has been modified to further avoid and minimize impacts to streams. Portions of the Alternative CA2 new location alignment were shifted and stream impacts were reduced by a total of 1,154 linear feet. Specific stream impact reductions are as follows: — A more perpendicular crossing at stream SS reduced impacts from 838 linear feet to 389 linear feet (reduction of 449 linear feet). — Impacts to stream SR were eliminated by shifting the CA2 alignment north of this stream, reducing total stream impacts by 344 linear feet. — Impacts to stream SP were reduced from 230 linear feet to 156 linear feet by shifting the Alternative CA2 alignment to the north of pond PI (impact reduction of 74 linear feet). — Alternative CA2 was shifted to the north of stream SV, eliminating impacts to this stream and reducing total stream impacts by 232 linear feet. — As a result of Alternative CA2 shifting to the north, impacts to stream SAD were reduced from 266 linear feet to 246 linear feet (reduction of 20 linear feet) as slope stakes were slightly reduced and a bend in the stream is now avoided. — Alternative CA2 was realigned and shifted to the north in the vicinity of hydraulic Site 9, reducing impacts to Mundys Run by 35 linear feet. Page 1 of 2 STIP Project No. U-3467 Concurrence Point 4A 4-12-17 Additional Avoidance and Minimization ■ In response to input from the public and local officials, the preliminary design of all alternatives was shifted to utilize a 75-foot setback at Dogwood Park to avoid impacts to Southbrook Community Church parking and Wesley Chapel Weddington Athletic Association / Optimist Park facilities. This shift results in 94 linear feet of impacts to stream SB and 234 linear feet of impacts to West Fork Twelvemile Creek. The shift eliminates 237 linear feet of impacts to stream SA. ■ Avoidance and minimization measures were incorporated into the design of all alternatives to avoid an adverse effect to historic properties. ■ The widening portion of the proposed alignment varies between symmetrical widening and widening north or south of the existing roadway, as needed, to minimize impacts to land use and important environmental features. The project team has concurred on the Avoidance and Minimization for the proposed project as listed above. Name Agency Date USACE USEPA USFWS FHWA NCDWR NCHPO NCWRC NCDOT CRTPO Page 2 of 2