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HomeMy WebLinkAbout20190397 Ver 1_R-2566 Updated Watauga April 17 2019_20190418�.yt,.cSTA�Tfo.i"� ;� ��jY``"-~oPy�,•� ,'Iya�;. ���d'�co; ti.��� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR April 17, 2019 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Attention: Mr. Steve Kichefski NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Updated Application for Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed widening along NC 105 from SR 1136 (Clark's Creek Road) to SR 1107 (NC 105 Bypass) including the replacement of Bridge No. 5 over the Watauga River, Watauga County. TIP No. R-2566B and R-2566BA. Debit $570 from WBS 37512.1.1 Dear Sir: The North Carolina Deparhnent of Transportation (NCDOT) proposes to improve 5.5 miles of NC 105 from SR 1136 (Clark's Creek Road) to SR 1107 (NC 105 Bypass) in Boone, Watauga County (R-2566B). Additionally, NCDOT proposes to replace Bridge 5 over the Watauga River (R-2566BA). The purpose of this letter is to request approval for a Section 404 Individual Permit and Section 401 Water Quality Certification. In addition to this cover letter, this application package includes the following for R-2566: DMS acceptance letter for section B, and preliminary permit drawin�s for Section B. All other information from the previous permit application dated March 29, 2019 remains the same. UPDATE Due to revisions in design of the Section B preliminary drawings, the permit application is being updated to address these changes and revise previous information. The interchange of Old Shulls Mill Road (southern connection) (SR1568) to NC 105 will be shifted to the southeast. This shift will allow the intersection to be tied in on a flatter slope, increasing sight lines for turning movements. This shift incurs additional impacts to jurisdictional resources in the B section. Along with this shift of the -Y- line, continued work with slope stakes along the B section has allowed for tightening of impacts along the corridor. This is reflected in a reduction of the proposed impacts to jurisdictional features in the B section. No changes have been made to Section BA. After submittal of the permit application, USFWS determined that populations of the eastern hellbender in North Carolina did not warrant protection under the Endangered Species Act. NCDOT has agreed to coordinate with NCWRC on project commitments concerning the species, regardless of its federal status. Mailing Address: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION FAX: �919� 212-5%HS 1 O2O BIRCH RIDGE DRIVE ENVIRONMENT ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 2%610 1 S98 MAIL SERVICE CENTER RnLE[Gx NC 27699-1598 Website: www.ncdot.gov The permit application as it was presented in the original submittal has not changed substantially. This update contains the information presented in the original submittal with the changes highlighted in the this letter, where information has changed. Purpose and Need This project has two primary purposes and one secondary purpose. A primary purpose of the project is to reduce congestion on NC 105 in order to achieve level of service (LOS) D or better in the design year (2040) during the average highest week day, and to achieve LOS E or better in the design year during the average highest weekend day. One segment on NC 105 between Foscoe and Boone currently operates at LOS E, and several segments and intersections are anticipated to operate at LOS E and F in the design year. Another primary purpose is to reduce rear-end and run-off-road crashes on NC 105. Crash types and rates on NC 105 have indicated a pattern of crashes related to terrain, geometry, congestion, and development. A secondary purpose is to improve bicycle facilities on NC 105 in areas where capacity or safety improvements are proposed. Project Description The project corridor is 5.5 miles long. No improvements are recommended on the auproximate 1-mile section between Clark's Creek Road and the southern intersection of NC 105 and Old Shull's Mill Road. The following improvements are recommended: Section BA • Replacement of Bridge 5 over the Watauga River along with the realignment of SR1112 (Broadstone Road) and Old Tweetsie Road. Section B The section between Old Shull's Mill Road and Broadstone Road will consist of two 12-foot lanes (one in each direction) with 6-foot wide paved shoulders on both sides. The current design proposes to extend the existing climbing lane (located near Old Shull's Mill Road) to Broadstone Road. The section between Broadstone Road and NC 105 Bypass will consist of four 12-foot lanes, a 23- foot wide raised median and 6-foot wide paved shoulders. The intersection of NC 105/Old Shull's Mill Road (south) will be realigned and the NC 105/Old Shull's Mill Road (north) will be closed. Summary of Impacts Section BA (Final� Proposed permanent impacts to jurisdictional areas tota1203 linear feet of permanent impacts and 0.15 acre of temporary impacts to jurisdictional streams. There are no impacts to jurisdictional wetlands. There will be no impacts to jurisdictional resources due to utilities far Section BA. Section B (Preliminary� Proposed preliminary impacts to jurisdictional areas total 0.57 acre to riparian wetlands, 4,0991inear feet to jurisdictional steams and 0.01 acre to open water. Potential impacts due to utility relocation will be addressed prior to Letting of Section B. Summary of Mitigation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible. The Department has acquired the compensatory mitigation for these unavoidable impacts from the North Carolina Department of Environmental Quality (NCDEQ)-Division of Mitigation Services (DMS) for both the BA section and the preliminary impacts presented for Section B. Project Schedule Currently, R-2566BA is scheduled to Let September 17, 2019, with a permit review date of July 30, 2019. R-2566B is scheduled to Let on October 18, 2022. NEPA Document Status The Environmental Assessment (EA) was approved in September 2016. A Finding of No Significant Impact (FONSI) was completed in June 2018. These documents are available at https://xfer. services.ncdot. gov/pdea/EnvironmentalDocs/Documents/. NEPA Merger Process R-2566 was originally proposed as a 16.4-mile project from US 221 in Linville to SR 1107 (NC 105 Bypass) in Boone. Concurrence Points (CP) 1 and 2 were completed in August 2010 and March 2012, respectively for the originally proposed project. The project was shortened removing the A section between Linville and Foscoe. The remaining 5.5-mile, Section B was carried forward and CP 1 and 2 were revisited in August 2014 with the new information. Meetings for CP 3 and 4A were held in March 2017. . Subsequent meetings for CP 4A were held in July 2017 and March 2018 to address concerns from the merger team. An informal CP 4B for Section BA was held in August 2018. It was determined at that time that a CP 4C meeting was not necessary if issues with the design were addressed at an on-site meeting. This on-site meeting occurred on in late August 2018. CP 4B and 4C for Section B will occur once that section reaches preliminary design. Resource Status The project is located in Watauga River Basin and lies within Hydrologic Unit 06010103. The Watauga River and its tributaries in the project area is rated as Class B, Tr, HQW. Laurel Fork and its tributaries is rated as Class C, Tr. No streams impacted are listed in the Final 2016 303(d) report. This is within the northern mountain physiographic region. A jurisdictional wetland and stream verification was conducted on April 19, 2016. Written verification has not been issued. Impacts to Jurisdictional Resources Wetlands Wetland impacts occur in the Watauga River Basin in HUC 06010103. Wetland impacts for R-2566B/BA tota10.57 acre. Table 1 lists the impacts to wetlands for this project. Impacts are based upon final design for R-2566BA and preliminary impacts for R-2566B. Section BA — Wetland Imuacts (Final) There are no impacts to jurisdictional wetlands associated with Section BA. 'able 1. R-2566B Wetland Im acts (Preliminar ) Permit JD Map Drawing Site Label Type Permanent Impacts (ac.) Number lA WBW Riparian 0.09 1B WBX Riparian <0.01 2 WBZ Riparian 0.02 3 WBZ Riparian 0.04 7 WCC Riparian 0.02 10 WCD Riparian 0.01 11 WCF Riparian 0.02 13 WCG Riparian 0.03 17 WCI Riparian 0.08 20 WCK Riparian 0.06 27 WCQ Riparian 0.03 32 WCU Riparian 0.03 33 WCV Non-riparian <0.01 35 WCX Riparian 0.02 40 WDA Riparian <0.01 Additional Impact* 0.10 Total: 0.57 *Preliminary impacts were calculated as the slope stake +25 feet. However, it has been determined that in some areas of severe slopes, the true impact may exceed +25 feet. Streams Surface water impacts occur in the Watauga River Basin in HUC 06010103. Permanent stream impacts for R-2566BBA totals 4,302 linear feet. Tables 2-4 list the site number, reference number, stream name and amount of impact. Table 2. R-2566BA Streams Im acted and Descri tion Final Permit Drawing Site JD Map Label Stream Name PerenniaUIntermittent Number 1 SGS UT to Watau a River Perennial 2 Watau a River Watau a River Perennial 3 Laurel Fork Laurel Fork Perennial 4 SGT UT to Laurel Fork Perennial 5 SGU UT to Laurel Fork Perennial Table 3. R-2566BA Stream Im acts (Final) Permit Permanent Stream Temporary Stream Drawing Impact Type Site Number Impacts (ft) Impacts (ft) 1 24" CSP/Fill 100 10 2 Work ad/Biofiltration conve ance 0 274 3 60" SSP/Dewaterin 0 70 4 60" SSP/Fill 73 22 5 60" SSP/Fill 30 21 Total 203 397 Table 4. R-2566B Streams Im acted and Descri tion Preliminar Permit � Ma Permanent Drawing Labelp Stream Name PerenniaUIntermittent Impact Site Number Preliminar lA/1B SFS UT to Watau a River Perennial 300 1 SFU UT to Watau a River Perennial 163 4/6/8 SFV UT to Watau a River Perennial 479 5/7 SFW UT to Watau a River Perennial 169 9 BBlg h Big Branch Perennial 163 10 SGB UT to Watau a River Perennial 77 11 SGD UT to Watau a River Perennial 132 12 SGE UT to Watau a River Perennial 93 14/15 SGF UT to Watau a River Perennial 66 16 SGH UT to Watau a River Perennial 135 18 SGG UT to Watau a River Perennial 42 19 SGJ UT to Watau a River Perennial 90 20 SGO UT to Watau a River Perennial 42 21 SGO/SGP UTs to Watau a River Perennial 242 25 SGZ UT to Laurel Fork Perennial 217 26 SHB UT to Laurel Fork Perennial 152 Permit JD Map Stream Name Perennial/Intermittent Permanent Drawing Label Impact Site Number (Preliminar ) 28 SHD UT to Laurel Fork Perennial 50 29 SHE UT to Laurel Fork Perennial 54 30 SHF* UT to Laurel Fork Perennial 73 31 SHH UT to Laurel Fork Perennial 52 32 SHK UT to Laurel Fork Perennial 130 34 SHO UT to Laurel Fork Perennial 115 35 SHW UT to Laurel Fork Perennial 268 36/37 SHZ UT to Laurel Fork Perennial 150 38 SIC UT to Laurel Fork Perennial 59 39 SID UT to Laurel Fork Perennial 40 42 Laurel Laurel Fork Perennial 98 Fork Additional Impact�� 200 Total 4 099 *Stream was not included in the JD package but was covered under the NRTR. ** Preliminary impacts were calculated as the slope stake +25 feet. However, it has been determined that in some areas of severe slopes, the true impact may exceed +25 feet. Open Water There are no permanent open water impacts associated with Section BA. There is a proposed permanent open water impact associated with Section B. Site 41 is estimated to have <0.01 acre of impact due to fill in a pond. Protected Species As of June 27, 2018, the United State Fish and Wildlife Service (USFWS) lists eleven (11) federally protected species for Watauga County (Table 5). �able 5. Federall rotected s ecies listed for Watau a Count Common Name Scientific Name Status Habitat Biological Presence Conclusion Bog turtle Glypterrzys muhlenbergii T(S/A) No Not Required Carolina northern flyingGlaucomys sabrinus E No No Effect s uirrel coloratus Gray bat yotis grisescens E Yes MANLAA orthern long-eared bat yotis septentrionalis T Yes * Virginia big-eared bat Corynorhinus townsendii E Yes MANLAA vir inianus Rusty-patched bumble ombus affinis E NA ** ee Spruce-fir moss spider icrohexura montivaga E No No Effect B1ueRidge goldenrod olidago spithamaea T No No Effect Common Name Scientific Name Status Habitat Biological Presence Conclusion Heller's blazing star iatris helleri T No No Effect Roan mountain bluet edyotis purpurea var. E No No Effect montana Spreading avens Geum radiatum E No No Effect MANLAA- May Affect, Not Likely to Adversely Affect *May Affect — NLEB is compliant with the 4(d) rule. **The Service does not require surveys for rusty-patched bumble bee in North Carolina because FWS assumes the state is unoccupied by the species. USFWS Concurrence Informal concurrence for biological conclusions of May Affect, Not Likely to Adversely Affect was requested for gray bat and Virginia big-eared bat from the USFWS on June 22, 2018. Concurrence was received on June 28, 2018 agreeing with NCDOT's biological conclusion. The Northern long-eared bat is considered to be compliant with the 4(d) rule. All other species listed for Watauga County received biological conclusions of No Effect and did not require concurrence. Eastern Hellbender The eastern hellbender was proposed for listing as an endangered species by the USFWS. However, on April 4, 2019, USFWS determined that only the eastern hellbender population in Missouri warranted protection under the Endangered Species Act. NCDOT has been coordinating with the North Carolina Wildlife Resources Commission (NCWRC) about conservation measures for the species. Surveys have been conducted within the project area, identifying areas in which the hellbender is present. Proposed protective measures have been recommended by the NCWRC, in which NCDOT has agreed to implement. These measures are the following: • In-water work moratorium from April 1 to November 1, to protect the early life stages and spawning activities of the hellbender • Rescue and relocation right before the causeway installation if possible — NCDOT will assist NCWRC with personnel and equipment if the river conditions are acceptable for staff to enter. Bald and Golden Eagle Protection Act (BGPA) A desktop-GIS assessment of the project study area, as well as the area within a 1.13-mile radius (1.0 mile plus 660 feet) of the project limits, was performed on March 5, 2019. The Watauga River is large enough and sufficiently open to be considered potential feeding source. A review of the NCNHP database updated January 2019 revealed the presence of an eagle nest along Old Shulls Mill Road at River Pointe Lane. This nest was confirmed to be active as of April 2018. The location of this nest is well outside 660 feet of the construction area of this project and will not be affected. Moratoria There is a trout moratorium for all streams in the project area from October 15t'` through April 15th prohibiting in-water work and land disturbance within 25 feet of the stream. The NCWRC has indicated that this moratorium will be waived for the Watauga River and Laurel Fork in place of the longer moratorium mentioned above for the hellbender. The trout moratorium would still be in effect for all other tributaries within the project. Cultural Resources It has been determined that two properties were recommended eligible for listing with the National Register of Historic Places (NRHP); the Prout-Atkins House and Ed & Falah Hollars House. However, the Best-Fit Alternative will not require any right-of-way from these properties. Archaeological surveys were conducted at potential historical sites along the corridor in April 2017. It was determined that potential sites were deemed ineligible for the NRHP. FEMA Compliance The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations. Indirect and Cumulative Effects NCDOT prepared an Indirect and Cumulative Effects Screening Report in January 2011 which assessed the original proposed project length of 16.4 miles. Project length has since been reduced to approximately 5 miles, comprised of the northernmost portion of the original length. The ICE screening matrix was reevaluated in 2019 given the revised project criteria, rendering a determination of Indirect Scenario Assessment Not Likely. No Land Use Scenario Assessment appears to be warranted for the project as currently proposed. The reduced scope of the project and associated time savings, along with the limited regional population growth, indicate a low probability that the project will affect regional land use patterns over the long term, beyond that which would occur under the No-Build scenario. Wild and Scenic Rivers There have been no waterbodies within the study area that have been designated under the National Wild and Scenic Rivers Act of 1968. Mitigation Options The NCDOT is committed to incorparating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. Avoidance and Minimization All jurisdictional features were delineated, field verified and surveyed within the corridor for R-2566B/BA. Using these features, preliminary designs were adjusted to avoid and/or minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of its designs. Many of these strategies have been incorporated into BMP documents that have been reviewed and approved by the resource agencies and which will be followed throughout construction. All wetland areas not affected by the project will be protected from unnecessary encroachment. Individual avoidance and minimization items are as follows: • The Best-Fit Alternative uses the fewest improvements that would result in meeting the purpose of the project. This alternative also allows to avoid or minimize impacts to the Watauga River and Laurel Fork. • NCDOT Design Standards in Sensitive Watersheds will be employed throughout the project. • Minimizing roadway side slopes to the maximum extent possible, including the use of retaining walls in the vicinity of the Watauga River. • Roadway was shifted away from the Watauga River to minimize impacts. • Roadway adj acent to the Watauga River will be a three-lane road, as opposed to a 4-lane divided to reduce impacts. • Roadway and bridge runoff in the vicinity of the Watauga River will be routed to a biofiltration conveyance. Compensation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. The unavoidable permanent stream impacts of 3071inear feet and wetland impacts of 0.02 acre will be offset by compensatory mitigation provided by the North Carolina Department of Environmental Quality (NCDEQ)-Division of Mitigation Services (DMS). Compensation for the preliminary impacts of 4,0991inear feet of streams and 0.57 acre of wetland to the Section B segment of this project are covered by DMS. Acceptance letters from DMS are attached. Regulatory Approvals Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the above- described activities. Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR. We are providing this application to NCDEQ, for their approval. Authorization to debit the $570 Permit Application Fee from WBS Element 45449.1.1 is hereby given. A copy of this permit request and its distribution list will be posted on the NCDOT website at: https://connect.ncdot. �ov/resources/Environmental/Pa�es/default. aspx. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Jason Dilday at jldilday@ncdot.gov or (919) 707-6111. Sincerely, �/�� �GG��Lr,rLd� ��- Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List �-�ri;.7 a.�u a -`} � Y r , „y�, ^;� �� � � ..: ' ���� �}:.•�` J�� �' :! �, - ROY COOPER Governor MICHAEL S. REGAN secrerary TIM BAUMGARTNER Director Mr. Plulip S. Harris, III, P.E. Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: NORTH CAROLINA Envtronment�l Quallty April 12, 2019 Subject: Mitigation Acceptance Letter: R-2566B, NC 105 Improvements from SR 1136 in Watauga County to SR 1107 in Boone, Watauga County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on April 12, 2019, the impacts are located in CU 06010103 of the Watauga River basin in the Northern Mountains (NM) Eco-Region, and are as follows: Watauga Stream Wedands Buffer (Sq. Ft.) � 06010103 Non- + Coastal � � Cold Cool Warm RiParian '�P�� Marsh Zone 1 Zone 2 Impacts (feet/acres) 4,099.0 0 0 0.57 0 0 0 0 *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 xnitigation ratio. See pemut application for details. This mitigation acceptance letter replaces the mitigation acceptance letter issued on March 12, 2019. The impacts and associated mitigation needs were under projected by the NCDOT in the 2019 impact data. DMS will commit to implement sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. a y��$. Stanfill � fAsset Management Supervisor cc: Mr. Monte Matthews, USACE — Raleigh Ry(7ulatory Field Office Ms. Axny Chapman, NCDWR � File: R-2566B Revised � ��� ��� ���� North CaroBna Department of Environmental Quality I Division of Mitigation Services 217 W. Jones Street I 1652 Mail Service Center � Raleigh, North Carolina 27699-1652 919.707.8976 � � � � � N � 0 0 � i Y rn N , � V � � N � • � � V � 0 � � � � SEE SNEET 1A FOR INDEX OF SNEETS �FUTUREJ SEE SNEET 1B FOR CONVENrIONAL PLAN SHEEr SYMBOLS z a N PROJECT �� �_ mW m � 0 SR ///p �L� � B/+'OADSTOIyE RD � 105 � �; � a � -i � �( �/ SR 1568 / 0 SHULLS i� Roao BEGIN PROJECT VlCINITY MAP � 1 i: 9 ,� � ,_�- �P ,` _ r P.���� � \ ^ r � �� �- b � � 5 � BEGIN TlP PROJE -L- Sfo.68+60A0 ����� �� ����� �������� �� 1 �������� �� �������� � � WA TA UGA C� U1�TY �;, LOCATION: NC I05 FROM SR I568 (OLD SHULLS MILL RD) IN WATAUGA TO SR 1107 (NC 105 BYPASS) TYPE OF WORK GRADING, DRAINAGE, PAVIIVG, SIGNALS, CULVERTS, AND RETAINING WALLS PRELIMINARY WETLAND AND SURFACE WATER IMPACTS PERMIT R-2566BA fBY OTHERSI END BRIDGE BRIDGE CO STRUCTlO (BY OTHERSJ BEGIN BRIDGE -L- Sto.165+65+/- BRIDGE CO STRUCTlO fBY OTHERSJ -L- Sta.162+95+/- 0 6j o °� ? � SR III'3 � � = Y7' EK RD �� 0 1� 14 �5 cBaRD'S �RE PISGAH NATlOIyAL FOREST 4 ��, � - � .� � V � � 0 V � \�� ��Q� �� NCDOT CONTACT: �,�`h� NATHAN ADIMA, P.E. y'h'�J��' NCDOT - DIVISIONS 11-14 `� 1000 BIRCH RIDGE DRIVE �o�'� RALEIGH, NC 27610 * TRAFFIC SIGNAL ��� EXISTING TRAFFIC SIGNAL TO BE UPGRADED o� �s � s� �s s� � � T yf -L- Nc-io5 � � �� r � � �6 �B ` �� I� ��� �9 e � ,-�, o� ti� S�� 7 �'� P� � . �Q � Q�� o � �o �� ��� � � � � � �� . \ _ . �'9 END TlP PROJECT R-2566B -L - Sto.3/0+00,00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ?. � GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley>>> Horn �DRAULICS ENGINEER PLANS PREPARED FOR THE NCDOT BY: °",. ADT 2022 = 15700 VPD so zs o so ioo ADT 2040 = 18300 VPD LENGTH ROADWAY TIP PROJECT R-25666 = 4.032 MILES " ���ff ��w���� K = 9% 2018 S7ANDARD SPECIFICATIONS �� ��o PLANS D = 60% TOTAL LENGTH TIP PROJECT R-2566B = 4.032 MILES P� � � T = b%' SICN�ITURA: � � 50 25 0 50 loo RIGHT OF WAY DATE: zoivr srACEx,r.E. � � V = 50 & 60 MPH ROADWAY DESIGN ENGINEER � � IO�O9IlOZO PROJECT ENGM6ER !�`�,p ��4 PROFILE (FiORIZONTAL) FUNCTIONAL RURAL �� p�p��� BRANDON MURR, E7T 10 5 0 10 20 CLA$$IFICATION: ARTERIAL LETTING DATE: rxo�Ecr nesrcx ENGINEER * 2% TTST 4% DUAL 1Q/IS/1022 PROFILE (VERTICAL) REGIONAL TIER P'E' SIGNATURE: OI� N � 0 0 �� 2 r -L- -Y�- -�'2- PROJECT REFERENCE NO. SHEEf NO. Pls Sto 82+29.57 Pls Sto 89+66.92 Pl Sto 87+54.47 Pls Sto 90+40J5 Pls Sto 93+2023 Pl Sto 98+96.09 Pl Sto 21+27. 2 Pl Sto 26+96.76 Pl Sto 29+ g.90 Pl Sto /3+/656 R-25sse 5 6s = l' D' 13.6' 6s = 239' 5/.� 0=/2 52' /0.� fRTJ 6s = 2 39' 5/.3" Bs = 5 05' 39J' 0= 44' l8' 56.6" fLT! p= l5' l0' 18.8' fRT1 0= 50' l3' 57B" (RTI p= 0' 30' 41.8" fRTI p= 79' 2/' 39.3" fRT1 Ki m ey p> H or n yW SHEEf NO. Ls = 170.00' Ls = 186A0' D= 2' 5l' 532" Ls = I86A0' Ls = 239.00' D= 5' l2' 3/.3" D= 2' 5/' 53.2" D= l5 05' 54.9" D= 0' 30' OOA" D= 35 57' 54.1" o'"'" 200 $OUTFi TRYON, SUITE 200 ROADWAY DESIGN HYDR4ULIC5 LT = 113.34' LT = 124.01' L= 44923 LT = 124.0/' LT = 156A9' L= 85080' L= 529.60' L= 263.U2' L= 10232' L= 2/4.69' CNARLOTfE, N.C. 28202 ENGINEER ENGINEER ST = 56.6T ST = 62.01' T= 22556' ST = 62.01' ST = 78.08' T= 447.96' T= 26636' T= 140.63' T= 5IJ6' T= 128.59' R= 2A00.00' R= l,IDOAO' R= 2.000.00' R= 300A0' R= 11,959J6' R= 155.00' s o ioa SE= 6% SE= 6% SE= 3% SE= 4% SE= EXIST SE= EXIST DS= 65 MPH OS= 55 �PH DS= 30 MPH DS= 30 �PH DS= EXIST OS= EXIST RO = l86' RD = 234' RD = 42' RO = 56' RO = 56' RO = 52 RAPHic scA�E dNC�NI1�1L1E ]E Il�1LAN� ��' � � , _ ' � ,'e�- sra sakio (� , ii�� i i - �� � �, _ _ _ , � BM�� J1�� ��� � � � , _ - _ " 5Q'LEFT �'ITE � \ , A V A A A A A, ��lr- i � i ELEVAT19N=2977.69'� � � � �. � /�: I � il � � V - � � - � - - 3095- - - - . i ,i � CO A '�_ � �� \ \ � A „ � ��'\�-�I � � � � � - �090-- � 7i�; � � � � _ � � 9� �s��i i � \ tCi � � I A \ V A � � A � � c'� � A A� �1_ _ _ � � � _ 308 - - - i i 0��� ' . \ -__ 1 � ( - � � � � \ \ \ � _ �6 \ \ �\ _ 3, -� _ i i i i . .� i � � � � / og�i � � � , , - ---- � � � _ � -- -_- � i � „� -.� �� _ � � ._ � � � - �/ .i � i� � ��� ^ - � � - - -� � - , � � - _ - �� I � � i �J� i � � i � �' -� � `�, � `� � � � � , � � �� � _ � - - - - �� _ � > \ � � � �\ _ \ \ \ \ \�o, � � \ \ � \� 06� ���0� J�� p1� � � SS A S G A S CO � � -- d � A �" � . / � � � q� � � � BM � � � � - __ _ � �� -�, 3.5�17r�'<9j`�� _ � � 3 _ � ���� . i 2� i i � � �� � � � i _ i i __ � � \ � � � _ i � � �..cL�ri _ � �', � � � � A _ 30�,� � �� � 0 0.= � � / r � - . - � � .., . . � - � - : � � � � � � �� �J _ ] t a�� � - ' S y� � w� . � i � / � � _ _ ' - GREN, iL`3 ` �� � � _ 30, '�35 �6'=''- _ - r � . - � �� S Z � / � _ _ _ _ _ _ _ - - _ _ - _ _ s - - �ir. � _�, _ F- � N � � GREU TL-3 _L' C'IOS �- - ' _ _ ` - - - _ _ - - --- .. - - _' /� _ _ W �PO w � � � ` -- _ - - - _ _ � r � � - _ w _ J � ._ -- ._ - _ _ - _ - _ _ _ � ln Vl_ _ _ _ _ - - - _ - _ - - - - ,�. -_ � _ _ _ - _ _ _ _ _ _ ___ _ _ - _ - - _ _ _ - - � _ - - _ _ _ f W E- W O� r _ _ - _ - - - \ GREU_ iL-3 ' _ _ _ _ _ _ _ - � + � - - - - - .. : � _ � ro- - - - - - - - - Ji0- - - - ,- - -,�V- � � � � - - - � o Q � _ _ - _ _ - 2'3h�,o0 - - - _ a^5- �- _ - . � � � � � � - - - - - - - - _ _ _ _ _ _ - - - � � � � � � � � �U- �� t� � � oa r. _ _ _ - >.,�;lT - _ _ - � �� � � � _ �" _ '_ � _ _ Q � - J�// � J JJ \�� � „-. �' �ll �o ' \�S ITE h� ���� � � \ \\ \ \ \ \ \ \ L�L\ \ \ \ --� \ \ -S O�c� __ - _ - - cd0£-�- _ _ �� � Vl _ _ A � R\ � � � ` ` ' - /. � � � � � � _ - _ _ _ / "`� � / I � � �� s'__ � / / ' � \ V �� "� � _ �gq� ''�00 � �'�.�S \ W - - - _ _ _ _0�0£ _ - . � ' � � �� �/ � � - [,:�C - � i �. - / ;� V A � _ - � 9� � �gs� � �" . ♦ o � o � - - -9£0£ - - I Z � ... ,ii- - - - - - ' ���k � � �� / / �Y l _ .'.� A � � � qi� _ - _ A "� � � �� V � � � � � _ _ -ObO�. - _ - _ - 5,04�- _ W U , � " `n �. i � ,�� �. � - 1 1 � � 1 5 - - � � � � � � A V � � -560£ - - � -0 0� - - Z F- � � .:�� f,���/ A ..... ,1 .. . /�-1A � �`�"0 20. ,����9 -9B� �� � �A � � �'r'��( _--� --- _� Q � . , � . 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WTTRELL � � i'' i � � � o � � � _ i / � � �' (�N � °� . � i \� / I � / � � �o i N � \ / Q j"' � ' � � � � 3 � � ' � i I � . . / � _� Il . ... ... � ` G � i 5% �' � � � u'� ' / � _ STREAM IMPACTS �yITHIN SLOPE $TAKES +25'• _ "-'0 � �' � � � \\ � �r ' , � � � � ����� ��`� ;�' � y�ETLAND IMPACTS �yITHIN SLOPE STAKES +25'* � - � , � � �' d , - � � � � � � � 4 �d�� � ' �' � ��� � �� ��'� � POND IMPACTS y�ITHIN SLOPE STAKES +25'� . � � � SEE SHEET 23 FOR -L- PROFILE � � - �� � �� - � SEE SHEET 35 FOR -Yl- PROFILE � � - ' �5 �,5� ' _ _ SEE SHEET 36 FOR -Y2- PROFILE �" "/ % ' SLOPE STAKES +25' •PRELIMINARY IMPACTS O � N � 0 O �I 2 r � 0 � � v Pl Sta 98+46A9 Pl5 Sto 103t27.02 p= 44' l8' 56.6" (LTJ 65 = E 05' 39J' D= 5' l2' 3/3' Ls = 234A0' L = 850.80' LT = /56A9' T = 497.96' ST = 78A8' R = l✓00.00' SE= 6% D5= 55 RO = 234' —L— Pls Sto I06+4297 65 = .i' 39' 25.8' L5 = 240.00' LT = 160A3' ST = BOA3' Pl Sto I10+79.92 p= 2/' 30' 12.6' fRTJ D = 3' 02' 51.5" L = 705.58' T = 356.99' R = 1,880.00' SE= 6% D5= 65 RO = 240' SEE SHEET 24 FOR —L— PROFILE 50 ° '°° Kimleyp> Horn 200 $OUTFi TRYON, SUITE 200 GRAPHIC SCALE CNABLOTfE,N.C.28202 NA� SR� PROJECT REFERENCE NO. SHEEf NO. R-2566B 6 ILW SHEEf NO. ROADWAY DESIGN HYDR4ULIC5 ENGINEER ENGINEER dNC�NI1�1L1E ]E Il�1LAN5 DO NOT U56 ROR / W AC�UISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / _ � _ _ - - � � � � � � � _ � ' - � � - �.. - • � ' - - i . � � � _ \� � � , � � � � . a . � i . � � � � � 9� �b�� � \ � `��o � � - 3/ ' / N I � % � // � .9g� . � �7J \ � ..oqg,� ��. '�� ' \, o _ _ / � � � 3j3 34?� � � � � J . 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I E�P E�P � REBAR � EIP 50 � ��� Kimleyp> Horn GRAPHIC SCALE 200 $OUTM TRYON,SUITE 200 CNARLOTfE, N.C. 28202 2 Z � � �� _ STREAM IMPACTS �yITHIN SLOPE STAKES +25'� y�ETLAND IMPACTS �yITHIN SLOPE STAKES +25'* � 0 � � v POND IMPACTS y�ITHIN SLOPE STAKES +25'• SLOPE STAKES +25' •PRELIMINARY IMPACTS PROJECT REFERENCE NO. SHEEf NO. R-2566B ° ILW SHEEf NO. 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BURCiN � / j " � � �J / / ��/- /�. / � �/ ' ��6z% � STREAM �MPACTS �yITHIN SLOPE STAKES +25'� %� y�ETLAND IMPACTS �yITHIN SLOPE STAKES +25'* � 0 � � v POND IMPACTS y�ITHIN SLOPE STAKES +25'• SLOPE STAKES +25' •PRELIMINARY IMPACTS O � Pl Sta 165+98.50 0 = 5/' 3/' 45.6" (RT1 D = 4l4' 38.9' L = l2/4J3' T = 65/59' R = 1,350.00' SE= 6% s -L- Pls Sto 172+6920 Pls Sto 180+93.89 Pl Sto /82+60.47 As = 5 52' 3/B' Bs = 6' 37' 47.8" 0= 8' 52' 545" (LTJ Ls = 324A0' Ls = 324A0' D= 4 05' 332" LT = 2/6J6' LT = 2/6J5' L= 2/7.U2' ST = 108J5' ST = 108J4' T= 108.73' R = 1,400A0' SE= 6% � SEE SHEET 27 FOR -L- PROFILE � CAROL OUINTERO - EIF REhS�'.�k I HARRY G REiD \ � ..��.,.,..v .,.m���� . Kim eyp> Horn 200 $OUTFi TRYON, SUITE 200 CNARLOTfE, N.C. 28202 so� o� ioo� o� cRAPHic scA�E � , �W„ n�� �. SE' 6� �`'�- DS' � �� � Z \ \ � PROJECT REFERENCE NO. SHEEf NO. R-2566B l2 ILW SHEEf NO. 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SHEEf NO. R-2566B l4 ILW SHEEf NO. ROADWAY DESIGN HYDR4ULIC5 ENGINEER ENGINEER NC�NI1�1L1EfJC1E Il�1LAN5 DO NOT U56 ROR k/w ecmvis�riox DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i -L- -Y4- SEE SHEET 28 FOR -L-s�ROFILE 100' � PROIECT REFERENCE NO. SHEEf NO. SEE SHEET 37 FOR -Y4- KII I IIGy�� HOI 1 1 R-25sse i5 Pl5 Sto 207t78.43 Pl Sto 212+5936 Pl5 Sto 2/6+9897 Pl Sta 10+64.4/ Pl Sta 11+57.44 Pl Sto 12+9236 Pl Sto 14+43.76 WW SHEEf NO. 65 = 5 2/' 29.9' 0= 4b' 07' 37.8" fRTJ 65 = 5 2/' 29.9" 0= 63' 03' 17.2" (RTJ p= l0' 08' 30.T' (RTJ p= 3 02' 38.0" fRTJ p= 445' 11.9" fRT! o�^�^ GRAPHIC SCALE 200 $OUTFi TRYON, SUITE 200 ROADWAY DESIGN HYDR4ULIC5 LS = 2�%�� �_� 2�� J�B.� LS = 2�%�� �_��i� �2.% �_�� De� �9.g D= I' 3T 56.5� Q= Zg .38' 52.4� CNARLOTfE, N.C. 28202 ENGINEER ENGINEER LT = 1962T L= 724.56' LT = 1962T L= 115.55' L= 83.55' L= 186.4T L= 1659' ST = 9825' T= 3832/' ST = 9B25' T= 64.4/' T= 41.88' T= 9326' T= 830' , R= 900.00' R= 105.00' R= 472A0' R= 3.5/0.0/' R= 200A0' SE= 6% SE= 9% SE= 4% SE= 4% SE= EXIST � 1 D5= 50 DS= 30 DS= 30 DS= 30 05= EXIST ��; O� dNC�NI1�1L1E ]E Il�1LAN5 R� = 29'i' RO = 52' RO = 52' RO = 52' R� = EXl$T � �' no xor uss norz /w ecmois�riox ir,;/' �i ��C�`�9�_'� � '� � � ��� � i � N h � �` � � � \J S � \ \����, \ � � �Q DOCUMENT NOT CONSIDERED FINAL � � UNLESS ALL SIGNATURES COMPLETED Z � N N � � 0 0 � � � �� 2 U Y i ssaai � - - ssa� ' \ ,s � _ ��� E ' � . � � � , �, � , ��l _ � , , _ , , � N �i '� _ � ��, �— ' — _ i , � � — �—,s 6 3� \ � i ` r � _ J,� / � ,. / _ , ; � � � n1p .a� �-�e-�--ds��_ _�s\ � � _ ` I / � / _ N _ \is� � :` � � � � � � i - z ` _ _ - , � " _ � � , - � i � � � //I 9a __ - �� �-_ _- . ��s�` � . ; _ , � � sB " � , � � o _ � i ��� �Jri , � � � / �' -oo _ - �.Is� / % , � / y ' .� � ` _ _ \� � �`� �, �'� �` { \�,,� �� � � � � ��°L 1 � � _ ` ��! -��'� � �1�. �Q� � E i i -' � , d� __ o� �r _ bs���s� � , .��,� :l � R ��� .- _ �_, �� , , _ _ ; _ — i v � �_ � � � � R� � ,���� , oqg � `e�� �� �� s � � .� i l8/ i � ssg � � �� � � � �ti i, �/ -l� � � h� �r�s, �� � ;�°d � � � � � �� � , � � � 4 ' �_ � 1 i � � � i `� � � � �� � x � ' - � � � � � � � � � � ' ..� -' �--�` --- � � � ��- __ ��� -- �� � ," � - � � - � \ � \ \ .. i / / � � g� � - � � _ _ SS�BC / J�\\ �. i i I� _ __ _ _� � � ` '- � \ SB / / ' ; QF' � - — — �_ � � � � - _� � _ � � �� Oir, \ \ � � �� � / /� � �t _ -I � - — — � � _ _ � � � \ y \ \ . \ \ n ti. \ - � � _ � / �� � ( � � � y � . 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Kim eyp> Horn 200 $OUTFi TRYON, SUITE 200 CNARLOTfE, N.C. 28202 � 0 0 N � � N ri � O � c� Z PROJECT REFERENCE NO. SHEEf NO. R-2566B l6 ILW SHEEf NO. 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Q � _ STREAM IMPACTS �yITHIN SLOPE STAKES +25'� y�ETLAND IMPACTS �yITHIN SLOPE STAKES +25'* � 0 � � v POND IMPACTS y�ITHIN SLOPE STAKES +25'• SLOPE STAKES +25' •PRELIMINARY IMPACTS O � N � � 0 0 � � � 2 U Y � � � v -L- Pl5 Sta 236+4121 Pl Sto 247+33A3 es = r 5a� i22� o= 3e� 22' 19.3 fLT1 Ls = I96A0' D= I' 56' 32.0' LT = 1305T L = /.975.67' ST = 65.34' T = 1A26.49' R = 2.950A0' SE= 4% Dp5�= 55 / IV — ��� SEE SHEET 29 FOR -L- PROFILE 50 � ��� Kimleyp> Horn GRAPHIC SCALE 200 $OUTM TRYON,SUITE 200 CNARLOTfE, N.C. 28202 Q3 � D � Z�Z�' S k33 � � o o � T�13a � P� St� 3g Zz3�� o� L�R-� ZQQOo D�'; 19� 6'�g � ps' � � iA�ga� � � • A/ � SRp., ��p o D5� Z PROJECT REFERENCE NO. SHEEf NO. R-2566B l7 ILW SHEEf NO. 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R-2566B 20 ILW SHEEf NO. ROADWAY DESIGN HYDR4ULIC5 ENGINEER ENGINEER dNC�NI1�1L1E ]E Il�1LAN5 DO NOT U56 ROR / W AC�UISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��; �„ sM•w -RI - [TA 7R�+!'.� � I N � W � W � O x � N h � � I , �� _°� � �. -, N � � �� I �� ������� i � l _3��0 _ � � 1 `" 1 I I 1 , � � � _ _ - - -0�.-��- _ - - -� / ��0 S ���� a � \ V ��u`� / � � A � � � V - � 1 ��� � \ V A � � - - - 4� �� / _ 1 o5�t - % -�a j� 1 � 1 1 �I I \ \ \ � , 1 I \ � I 5� � ' - � s, / "` � � _ _ Sb2 � � 2� / � _ r _ -- - �� ,, -.� 11� / � `o �A� � � ���� � , � 57�0 _ � c , 0 � � - _ o A c ` V 1 � � � � I r �� � 1 .� ��� A� i - -3210 � V � �' 1`s 1 � 'c � �03C� - - = � '^ ���5� � 4 I� I ��� � � t � �` 0 3705 --- _ i� �, 1 1 I I I --- - � c � � � i I \ �32� - � � � 3�� � I I I � - - - - --- - > ) - i� �� I � \ \ � � � � Oh� � � ! I � I � � �S9Z� --- I � � � � � � \ �� � r� � -�0��' _ � "�� J I I � l I 1 / l l b' � �� � � _ - -OLZ£- � � �.-�; � �6� �>' 'S � 1 �o�a� w � � �- - � A � I � / //0'�/�4: _ _ � � ���� - --- - �.-� I / � 3l'.�0 � � � I I � o / �� IG£ _ Old£ � � � i� � � � 1 1 ( 1 1 / �o�� �Oy _ _ _ _ _ - _�'�F _ _ _ � � � \ I � � I I � � � / , � � l .�� , _ � �� � � A � � � � 1 ; �A , � �Z£ _ .--08z� - � � � � i � oti32�� �S 1 � / 1 V \ � V� J � � - - - - - \\� �i�- \ � _� 4`G; \ S`� � ��.11/�,\ �I � � so � / � � ` � � S_� ili�l0/I o�'Q //�!� � �� �\ \�/llr�� �05G�`_/ _ _ _ :_ - - - - � � _ � u � � �� � c, � � � �� i - - _ _ �� � ,' _ _ _ qS � � / � � j'� � 3�r � 5�)�'7" ( .W v ., - c� "�jl�� �/ � .- -�_ - � 0� / o � 1 �i i � /� l�J . _ c �� I s f � � � -_ z���.� OJ� cl'c _ _ _ � 08, / _ 6��- _ � � ��.� ��� 32_D5 V � \ u�� , i � � � � i � 1� � - ,o� ;� l� , _ , � �� c - _- _ - Od£ _ ;8l£ - � � CpZ��g��6�� - � ���-�- - - � � � ( \ / � .d� � � � � � � � � ��/ `-1 \ i� .061� ' � ��� ��.4� �_ —os�� — — = � — � ',' � ������ ` � STREAM �MPACTS �yITHIN SLOPE STAKES +25'� �i � 561£ — — — � — 3-�00 � `7 / 1 � 11 \\ ., � � ' � ��� � ����� ����� � � � � � �� y�ETLAND IMPACTS �yITHIN SLOPE STAKES +25'* - _' � �� �ii� _ �,�, POND IMPACTS y�ITHIN SLOPE STAKES +25'• SLOPE STAKES +25' •PRELIMINARY IMPACTS R-25666 Prelimary Permit Impact Summary Table Plan Sheet Number Station (To/From) Site IdenUfier Wetland Impactr Within Slope Stream Impacis Within Slope Stakes Pond Impacis Within Slope Stakes Stakes+25' Acres +25' LinearFeet +25' Acres 4 68+74/70+81 -L- RT lA 0.09 4 68+74/70+81 -L- RT lA 235 4 71+87/72+15-L-LT 16 <0.01 4 71+27/71+51 -L- LT 1B 25 4 71+78/72+36 -L- LT 1B 40 4 13+48 RT/13+97 LT-Yl- 1 134 4 76i68/76+83 -L- RT 1 29 4 17+78/19+54 -Yl- RT 2 0.02 4 17+78 LT/19+54 RT-Yl- 3 0.04 5 86+77/87ap9 -L- LT 4 62 5 85+79/86+50 -L- RT 4 81 5 88+84/89t09-L-LT 5 51 5 89i09/89+39 -L- RT 5 43 5 17+97/18i0S -Yl- LT 6 38 5 ll+99/18M8 -Yl- RT 6 57 5 10+95/11+16 -Y2- LT 7 47 5 10+74/11W3 -Y2- RT 7 0.02 2S 5 26+37/28+99-V1-RT 8 241 6 105+88/106+72 -L- LT 9 101 6 106+69/107+23 -L- RT 9 62 6 108+13/108+34-L-LT 10 50 7 110+43/111iO3 -L- RT 10 0.01 27 7 117+20/118+95 -L- LT 11 0.02 7 118+51/119+34-L-LT 11 132 8 12q+80/124+97 -L- LT 12 46 8 124M8/124i85 -L- RT 12 47 8 125+03/127+06-L-LT 13 0.03 8 126i68/126+87 -L- LT 14 26 8 127+02/127+22 -L- LT 15 40 8 129+76/130+23-L-LT 16 76 8 129+98/130+23 -L- RT 16 59 8 130+64/130+97 -L- LT 17 <0.01 8 131+23/133+13-L-LT 17 0.08 8 131+90/132i08 -L- RT 18 42 8 133+78/133+97 -L- LT 19 16 8 133+88/134+02-L-LT 19 19 8 134i01/134+49 -L- RT 19 55 9 144+93/146+67 -L- LT 20 0.06 42 9 147+75/148+53-L-LT 21 130 9 147i65/148+31 -L- RT 21 112 10 158+28/158+76 -L- LT 22 Impacts Previously Accounted for on R-2566BA Projxt 12 ll1+33/171+72 -L- LT 23 Impacts Previously Accounted for on R-2566BA Projxt 12 171+39/ll1+66 -L- RT 23 Impacts Previously Accounted for on R-25666A Project 12 171+84/ll2+10 -L- LT 24 Impacts Previously Accounted for on R-25666A Projxt 12 ll2+30/172+63 -L- RT 24 Impacts Previously Accounted for on R-2566BA Projxt 13 190i05/190+36 -L- LT 25 72 13 190M9/190+99 -L- RT 25 145 14 197+08/197+23 -L-LT 26 50 14 197+11/197+27 -L- RT 26 102 14 200+98/202+38 -L- RT 27 190 14 201+14/202+51-L-RT 27 0.03 14 201+94/202+50 -L- LT 27 58 14 202+93/203W7-L-LT 28 50 15 218+97/219+00-L-RT 29 9 15 218+80/218+86 -L- LT 29 3 15 218+93/218+99 -L- LT 29 42 16 222M3/222+55 -L- LT 30 51 16 222+81/222+91 -L- RT 30 22 16 228+09/228+50 -L- LT 31 52 ll 239+13/239+81-L-LT 32 0.03 17 240+31/241i00 -L- RT 32 110 ll 240M8/240+94 -L- RT 32 <0.01 17 241+12/241+31-L-RT 32 20 17 242i69/243+37 -L- RT 33 <0.01 17/18 244+91/245+12 -L- LT 34 50 18 244+99/245+63-L-RT 34 65 18 248+96/251iO4 -L- RT 35 268 18 249+79/250+59 -L- RT 35 0.02 18 253+30/253+54-L-LT 36 45 18 254i09/254+25 -L- RT 37 105 19 260+62/260+78 -L- LT 38 59 19 263+85/263+97-L-LT 39 40 20 271+85/271+97 -L- LT 40 <0.01 20 274+19/274+63 -L- LT 41 <0.01 21 287+86/288+13-L-RT 42 60 21 287+89/2SSi09 -L- LT 42 3S Additional ` 0.10 200 TOTAL 0.57 4099 0.01 *=Additional stream impacts induded to accountfor potential new ouHall locations into Watauga Riverand Laurel Fork. Additional wetland impacts induded to accountfor minorpotential impacu throughoutthecorridorbeyond the 25' offsetfrom slopestakes.