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HomeMy WebLinkAbout20150931 Ver 1_Application_20150910i�����qA ��� . ���'!,�' � � „���� �� ��•� ...."` STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVF.RNOR September 9, 2015 U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Crystal C. Amschler, NCDOT Regulatory Coordinator NICHOLAS 7. TENNYSON SECRETARY Subject: Application for Individual Section 404 Permit and Section 401 Water Quality Certification for the Proposed Addition of High Occupancy Toll (HOT) Lanes, and the Conversion of Existing High Occupancy Vehicular (HOV) Lanes to HOT lanes on approximately 26 Miles of Existing I-77 from I-277 (Brookshire Freeway — Exit 11) in Mecklenburg County to Exit 36 /NC 150 (Iredell County) and along I-277 from I-77 southward to North Brevard Street. Project is Inclusive of NCDOT Project Numbers: I-5405 (Central Section); Federal Aid Project NHF-077-1(209)9; WBS No. 45454.1.1 I-4750 AA (North Section); Federal Aid Project IMF-077-1(183)299; WBS No. 40099.1.1 I-3311C (South Section): Federal Aid Project NHS-077-1 (210); WBS No. 34181.1.1 Debit $570 from WBS 40099.1.1 Dear Ms. Ainschler: The North Carolina Department of Transportation (NCDOT), in cooperation with the Federal Highway Administration (FHWA), proposes to improve approximately 26 miles of I-77 by the introduction of High Occupancy Toll (HOT) lanes. Vehicles meeting High Occupancy Vehicle (HO� requirements (three or more passengers, as well as buses and motorcycles) will be permitted to use the HOT lanes free of charge. Non-HOV vehicles opting to use the lanes would be assessed a variable fee. As inore vehicles enter the HOT lanes and travel speeds in the HOT lanes begin to slow, the fee would rise to ensure a ininimum speed is maintained in the HOT lanes. The Project will address travel delays by providing a travel option that results in more reliable local trip times and improves overall network efficiency. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER Rn�eicH NC 27699-1598 TELEPHONE: 919-707-6100 F,vt 919-212-5785 WEBSITE: WWW.NCDOT.GOV LOCATION: 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 The referenced project sections are described as: • I-5405 Central Section - begins at Cindy Lane (SR 2523) on I-77 and ends 14.7 miles north, just north of Catawba Avenue (SR 5544): convert existing HOV lanes on I-77 to HOT lanes and extend northward to Exit 28. Add additional HOT lane in each direction from I-85 to Exit 28. • I-4750AA North Section - begins north of Catawba Avenue and continues 8.3 miles north to just north of NC 150: construct one HOT lane in each direction along I-77 fro�n Exit 28 (connecting to I-5405 HOT lane project) to Brawley School Road (Exit 35). North and southbound HOT designations begin/end at Brawley School Road (Exit 35). • I-331 ] C South Section — begins at North Brevard Street on I-277 (East Brookshire Freeway) and continues north on I-77 to Cindy Lane, 3.8 miles: o Southbound I-77: Construct one HOT lane from the southern terminus of the existing southbound HOV lane (south of I-85) to I-277. o Southbound I-77: Construct an additional HOT lane southbound from the southern termirnis of I-5405 (north of I-85/I-77 interchange) to I-277. o Northbound I-77: Construct two HOT lanes northbound from I-277 to the southern terminus of I-5405 (north of I-85) o Both directions of I-277: Construct one HOT lane in each direction from I-77 to North Brevard Street (with HOT lane designation beginning and ending at North Tryon St.) Please see the enclosed ENG 4345 Application Form, acceptance letter from the Division of Mitigation Services (formerly Ecosystem Enhancement Program), Section 7 concurrence letter from USFWS, Agency Update Meeting minutes, Inter-Agency Perinit Site Review Meeting minutes, Stormwater Management Plan (SMP), final permit drawings far the Central Section, preliminary permit drawings far the North and South Sections, and project design plans. PROJECT PURPOSE AND NEED The purpose of the proposed action is to provide travel time reliability to and from the majar employment center (downtown Charlotte) to the rapidly growing residential communities of northern Mecklenburg and southern Iredell counties, particularly the Lake Norman area. Not only does this route serve the rapidly expanding base of daily commuters, it is also a major route for commerce. Currently, heavy traffic occurs during peak periods within the project limits, resulting in frequent congestion and delays. The study area has grown fasier than the financial resources have been available to complete long-term transpariation improvements. The traffic congestion results in predictable delays, as well as excessive travel times for commuters and through-travelers. Predicted growth in the siudy area will only exacerbate travel in what is a part of the Interstate Highway System. SUMMARY OF JURISDICTIONAL IMPACTS Final design is included for the Central Section. Preliminary permit drawings have been included for the North and South Sections. Impact totals for the North and South Sections will be provided with the permit modification application. As such, total project i�npacts are provided in Tables 1 and 2 on the following pages. I-77 HOT Individual Permit Application Page 2 Table 1— Summar of Wetland Im acts for I-77 HOT Lanes Section Design Stage Impact Type Impact Area (ac) Central I Final Temp Fill Fill 11• <0.01 North Preliminary TBD TBD South Preliminary TBD TBD TOTAL WETLAND MITIGATION LIABILITY ect Impacts requiring Mitigation (ac) 0.01 0.01 Table 2— Summar of Permanent Stream Im acts for I-77 HOT Lanes Pro'ect USACE DWR Section Design Stage Impact Type Impact (1� Mitigation (lfl Mirigation (lfl Perm Fill 185 Central Final Bank Stabilization 225 185 190 Temporary 309 Perm Fill North Preliminary TBD - - Bank Stabilization Perm Fill South Preliminary TBD - - Bank Stabilization TOTAL PERMANENT IMPACTS 410 185 190 Note: Impacts from bank stabilization that, cumulatively with permanent fill, exceeds 150' per stream, requires mitigation fram DWR, but not from USACE Surninary of Utilit.�pacts: No utility impacts are anticipated. Summary of Miti_a� tion: The project has been designed to avoid and minimize impacts to jurisdictional areas throughout the National Environmental Policy Act (NEPA) and design processes. However, project impacts will necessitate coinpensatory mitigation for the unavoidable impacts. Mitigation will be provided by NC Division of Mitigation Services. I-77 HOT Individual Permit Application Page 3 NEPA DOCUMENT STATUS The National Environmental Policy Act (NEPA) documents published for this project include the Enviromnental Assessment (EA), which was completed and signed by the Federal Highway Administration (FHWA) on July l, 2013, and the Finding of No Significant Impacts (FONSI), which was completed on October 16, 2013. Subsets of the project are designated by three NCDOT State Transportation Improvement Program (STIP) project numbers: I-5405 (Central Section), I-4750 AA (North and Central Sections), and I-3311C (South Section). Various Categorical Exclusion (CE) studies were completed for these proposed actions, starting as early as 2002 and culminating in 2012. PROJECTSCHEDULE The project will be permitted in phases due to project size and schedule. Table 3 presents the proposed project sections and phasing. The unpacts in this application are based on final design for the Central Section, and preliminary design for the North and South Sections. Perinit modifications requests will be submitted once the final design is completed for the north and south sections. Table 3 — Pro'ect Section Central North South for I-77 HOT Lanes Approximate Section Limits SR 2523 (Cindy Lane) to north of SR 5544 (Catawba Avenuel North of SR 5544 (Catawba Avenue) to north of NC 150 East Brookshire Freeway at North Brevard Street to Cindy Lane on I-77 INDEPENDENT UTILITY Approximate Approximate Length Construction Procurement 14.7 miles Sept 2015 8.3 miles Mar 2016 3.8 miles Aug 2016 The subject project is in compliance with 23 CFR Part 771.111(fl, which lists the following FHWA characteristics of independent utility of a project: 1. The project connects logical termini and is of sufficient length to address environmental matters on a broad scope, 2. The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area, and 3. The project does not restrict consideration of alternatives for any other reasonable fareseeable transportation improvements. NATURAL RESOURCE STATUS The subject project lies fully within the Catawba River Basin, USGS Hydrologic Units Codes 03050101 and 03050103. There are no Outstanding Resource Waters, High Quality Waters, nor are there any waters designated as WS-I or WS-II Water Supply waters within 1.0 mile of any portion of the project study area. More than 100 stream channels cross through partions of the project's study area, but only a I-77 HOT Individual Permit Application Page 4 very small fraction of these stream channels occur within the proposed footprint of the project, as designed. The streams that will be impacted by the Central Section are noted in Table 4. Wetland and stream delineations followed the field delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (USACE 1987). Stream identification and classification followed the Methodology for the Identification of Inter�nittent and Perennial Streams and Their Origin�s (NC Division of Water Resources 2010 and 2005). The jurisdictional delineations have been verified by both the USACE and NCDWR. 303 d) Streams: Two streams within the study area are listed as 303(d) impaired streams; irwin Creek and Long Creek. Irwin Creek ranges through the South Section. The impaired status of Irwin Creek and Long Creek is based on the presence of high levels of copper, lead and zinc. (Note: a third impaired status stream, Stumpy Creek, was identified by the natural resource investigators, but it lies up to 1.0 mile north of the project study area). IMPACTS TO WATERS OF THE U.S. Tables 4 and 5 summarize the impacts to jurisdictional water resources for the final design of the Central Section. Site numbers correspond with the permit (hydraulic) drawings included in this application. The stream and wetland numbers correspond the NRTR. A brief description of each impact will follow the Tables. Please note that station number ranges are provided far approximate locations and are not intended for linear measurements. Table 4 — : Wetland Site 1-C ►acts to Wetlands (Central Project NRTR Wetland Section Number Central � WL TOTAL IMPACTS Section Onl ) Perm. Fill Excavation Mechanized Temp. Fill (ac) (ac) Clearing (ac) (ac) <0.01 - -- 0.06 <0.01 - - 0.06 I-77 HOT Individual Permit Application Page 5 Table 5- Stream im acts with Estimated Miti ation Liabilit (Central Section Onl ) Permanent Bank Temporary COE- DWR- Stream Stream Name/ Perm. Fill Temp. Channel Stabilization Channel Required Required Site NRTR ID (ac) Fill (ac) �mpacts (It) (It) Impacts (It) Mitigation Mitigation ��� ��� Dillons Twin 2-C Lakes and - 0.01 - 40 60 - - Lake Jo Dillons Twin 3-C Lakes and - 0.03 - - 150 - - Lake Jo UT to 4-C Torrence Ck / <0.01 - 33 - - 33 - SR UT to 5-C Torrence Ck / <0.01 <0.01 35 65 17 35 - SP UT to 6-C Tarrence Ck / <0.01 <0.01 26 21 42 26 - SN �C Caldwell 0.05 0.02 91 99 40 91 190 Station Ck TOTAL Stream �0.07 <0.08 185 225 309 185 190 Impacts Note: Impacts from bank stabilization that, cumulatively with permanent fill, exceeds 150'per stream, requires mitigarion from DWR, but not froim USACE. Wetland Permit Site 1-C: Roadway fill will result in a minimal permanent wetland impact (<0.01 acre). The construction of the roadway fill and a noise wall will require an additiona10.06 acre of temporary fill for equipment access. Stream Permit Site 2-C: There will be approximately 0.01 acre (60 lfl of temporary stream impacts to tie in a grassed swale and for construction access. Approximately 40 lf of banlc stabilization will be required. Stream Permit Site 3-C: Approximately 150 lf of stream channel will be temporarily piped to accommodate construction access to stabilize the roadway embankment. Stream Permit Site 4-C: Improvements to the median section will permanently impact approximately 33 lf of stream channel, which will be captured in an 18" RCP extension. Stream Permit Site 5-C: To accommodate widening to the median, a 35 lf extension of a 30" RCP, and 65 lf of bank stabilization will be required. In addition, there will be <0.01 acre (17 lfl of temporary streain impacts associated with these activities. Stream Permit Site 6-C: To accommodate widening to the median, an existing 8'X7' RCBC must be extended 26 lf and approximately 21 lf of stream embankment must be stabilized with stone. Approximately 42 lf of temporary stream impacts are necessary to accommodate de-watering and construction access. I-77 HOT Individual Permit Application Page 6 Stream Permit Site 7-C: Two sections of ] 0'X8' RCBC must be extended a total of 69 lf to accommodate widening to the median section. A total of 22 lf of rock channel protection will be installed adjacent to the culvert extensions to prevent scouring. In addition, 99 lf of stream bank will be stabilized with stone. Approximately 40 lf of channel will receive temporary fill impacts for dewatering and construction access for described work. FEDERALLY PROTECTED SPECIES Plants and animals with a Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act (ESA) of 1973, as amended. As of April 2, 2015, the U.S. Fish and Wildlife Service (USFWS) lists five species for Mecklenburg County and as of July 24, 2015, three species for Iredell Counry (Table 6). Table 6— Federall rotected s ecies listed for Mecklenbur and Iredell Counties Scientific Name Common Name Countyi Federal Habitat Biological3 Status Present Conclusion Myotis septentrionalis b°�thern long-eared M, I T Yes MANLTAA Lasmigona decorata Carolina heelsplitter M E Yes No Effect Rhus michauxii Michaux's sumac M E No No Effect Helianthus schweinitzii Schweinitz's M E Yes No Effect sunflower Echinacea laevigata smooth coneflower M E No No Effect Hexastylis naniflora dwarf-flowered I T Yes No Effect heartleaf Bog turtle Glyptemys I T(S/A) No Not Required muhlenbergii �M — Mecklenburg County, 1— Iredell County: ZE-Endangered; ZT-Threatened; ZT (S/A) - threatened due to similarity of appearance. Taxa listed as T(S/A) are not biologically endangered ar threatened and are not subject to Section 7 consultation; 3MANLTAA-May Affect, Not Likely to Adversely Affect In a letter dated August 20, 2015, the U.S. Fish and Wildlife Service concurred that project is in compliance with Section 7 of the Endangered Species Act (see enclosures). INDIRECT & CUMULATIVE IMPACT ANALYSIS Existing rules for the 401 Water Quality Certification Program (15A NCAC 2H .0506(b)(4)) require the NCDWR to determine a project "does not result in cumulative impacts, based on past or reasonably anticipated future impacts, that cause or will cause a violation of downstream water quality standards." The project has been evaluated through the use of the Indirect and Cumulative Impact (ICI) Pre-screening procedure set forth in the NCDOT/NCDENR Guidance for Assessing the Indirect and Cumulative Impacts of Transportation Projects in North Carolina. Based on the Indirect and Cumulative Effect (ICE) Pr�screening applied specifically to this project, the conclusion is that the project has low potential to result in significant indirect and cumulative impacts, as defined by NEPA or the North Carolina Environmental Policy Act (NCEPA). The conclusion is based on the project's design and scope, I-77 HOT Individual Permit Application Page 7 including its purpose and need, type, facility function and design year of 2017, in combination with evaluation of the demographic, land use and planning trends of the area in which the project is located. The data and evaluation supporting this conclusion are included in Atkins' May 2013 Cominuvcity Impact Assessment & Screening Indirect and Cumulative Effects Assessment. • Project improvements will be predominately within existing right of way and mitigation of potential impacts is not likely to result in project-induced effects. Project intends to introduce an option for more reliable travel times, but will not affect traffic or land use patterns in the area since, at present, it will not add any new access points or interchanges. • Project has low potential for cumulative effects resulting from incremental effects of the project with other past, current and future projects in the area. • Project is not expected to have an adverse effect on quality of human ar natural environment. CULTURAL RESOURCES Section 4(fl and Section 6(fl Resources: As presented in Section 5.1.6 of the Environmental Assessment, the alternative selected for construction does not require the acquisition of right of way or easements from any land or resource protected under Section 4(� of the Department of Transportation Act of 1966, including any significant publicly owned park, recreation area, or wildlife and/or waterfowl refuge, or any land from an historic site of national, state, or local significance. There are six publicly owned parlcs or recreational areas adjacent to the study area of the project, but no right of way is required from these resources to build the project; therefore, the project will have no effect on Section 4(fl resources. There are no properties or resources in the project study area that have received grant money from the Land and Water Conservation Fund to be considered a Section 6( fl resource; therefore, the project will have no effect on Section 6(� resources. Archaeological and Historic Architectural Resources: The proposed project is a Federally-funded project, and therefore it must comply with Section 106 of the National Historic Preservation Act (NHPA). NHPA requires the lead Federal agency (the NCDOT on behalf of FHWA) to consult with the North Carolina State Historic Preservation Office (SHPO [on behalf of the Advisory Council on Historic Preservation]) regarding the project's potential to impact archaeological resources eligible for or listed on the National Register of Historic Places (NRHP). There are seven historic resources (two individual sites and five districts) adjacent to the project's study area, but the project will not require any land acquisition from these areas. The NCDOT and the FHWA met with the SHPO on February 19, 2013 and determined the project will have no effect on these properties. NCDOT and SHPO met on the remaining site at Oaklawn Park in the South Section on June 25, 2013 and determined that the wark will have a conditional no adverse impact with the lone issue the design of the noise walls. It was agreed that the community would have the ability to coinment on the appearance of the walls. SHPO concurrence letters are included in the Environmental Assessment. STORMWATER MANAGEMENT PLAN The Stormwater Management Plan (SMP) summarizes project stormwater management information, including post-construction stormwater best management practices (BMPs) selected to mitigate stormwater impacts. This information is used to support compliance with the department's NPDES I-77 HOT Individual Permit Application Page 8 permit as well as other federal and State environmental permit applications during the design stage of a project. The Stormwater Management Plan is included with this application. MITIGATION OPTIONS The NCDOT is committed to incorparating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full coinpensatary mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. AVOIDANCE & MINIMIZATION Efforts have been taken, and will continue throughout construction, to first avoid and then minimize any impacts to Section 404 waters and wetlands. The following is a partial list of avoidance and minimization initiatives that have been undertaken on this project, and specifically for the Central Section: • The majority of this project is widening toward the median. This avoids impacts to not only adjacent jurisdictional resources, but also other concerns such as forested fringes, 4( fl properties, FEMA Buyout Parcels, neighborhoods and private residences. Because the widening is to the interior, culvert extensions could be reduced in length in many situations which reduced the impact to the streams due to hydrological and hydraulic changes to the stream resulting from culvert capture. Specific avoidance examples in the Central Section occur at Sta. 340+00, 608+00, 736 �-00, 837 +-00, 875+00, and 885+00. ln these areas, widening to the center and retaining the existing outside shoulder avoided impacts to jurisdictional areas. • Retaining walls will be implemented where practicable to avoid and minimize expanding the roadway footprint into jurisdictional areas. This is primarily anticipated for the North and South Section designs which are currently preliminary. • Side slopes have been steepened beyond typical in several areas to avoid jurisdictional impacts. Safety considerations allow this avoidance in only selected locations. Specific examples in the Central include Sta. 469+00, Sta. 517+00, Sta. 527+00, Sta. 669+00 and Sta. 679+00. Opportunities for this type of avoidance will also be evaluated and considered in the North and South Sections which are currently preliminary. • NCDOT's Design Standards in Sensitive Watersheds will be used during the implementation of erosion and sedimentation control BMP's around Lake Norman and Byers Creek. • Existing storm drainage systems and cross culveris have been utilized and retained when possible to collect and convey storm water. Using the existing systems will maintain existing drainage patterns and miniinize additional discharge points that will require stabilization along the corridor • When allowed by slope and velocities, grassed swales will be used to convey storm water. • In areas where grassed swales are not feasible due to velocities, ditches will be stabilized by rip rap or permanent soil reinforcement matting. • Preformed scour holes will be utilized where possible throughout the project. Specifically at Sta. 680+10 (RT) for the Central Section, a preformed scour hole is provided to diffuse the concentrated flow from storm drain outlet pipes into non-erosive sheet flow to surrounding water resources. • Rip rap aprons/pads will be utilized where necessary to reduce velocity and erosion at pipe outlets. I-77 HOT Individual Perma�t Application Page 9 • Rip ra� ��ronsf�acis ivill be iitilia.ed �v��ere rtecesse��y ta t-erl�ice �feic�city elIl(� �i'OSiOt1 �l ��1�3C i] L1I � ei5. • 17esigner-s a�oicied or mis�irnia.,ed tea����oras-y irn}�acts w�iere equiprnei�t a�cess was needeci is3 the VlCllil�}� flf 5�1�e31775 c117CI VV�tIc�11CIS I�Q1` I�1C ]]L#["pC75�5 Of 111S�1Illllg CIZ'alllc��e 5�1`l3C[Ut"e5, ce���d�letia}g bank stak�iliaatio�i, ar� ot�ier activitits. C(7MPENSA'iORY MITIGATi{DiV "rhe NCDQT is coi;�mitted #a ii�cc��-�aorati�}g all rcasana�le and ���actic��ble clesi�;i� feattires to avnid �nc� sjai�ii���i�e j�irisdictia�ial i���pacts anci ta pra�idc full comE�ens�tc�ry �niti�atic��� of all K�einainin�, iuiavaid�bfc jurisdictrc�i�al impacts. `1`l�e c��re;rall 1-77 1-I()T impacts ac�e relatively �nitaQr for a pr-ajc�t of tl�is size citae to }�i•int�srily ti��i�ieni�tg to the medi�n ec�up�ed wit�l design effn�-ts tn minimize impacts i« jurisdictic�nal nreas. "I�he Ll17RVQ1C�8I]IC' IIIl}�7CSS will ��e com��eiisated thro��gh in-lierr paymeiit ta the Di�isic�n c�f Vliti�atian Services {DMS, formerly ��P), Thc DMS aece�ta�7ce letter� i4 attached. It should be nc�ted tlaat tl�e ietter cites TIP [-3311C, whicit ctarrently ii�clucies oezly t�le Sc���th Sectio��; tta�vever at tf7e time it was drafteci, Ti�� l-3311C enGOt»passecl the entire prnject. Re�ised acceptanec let�ers w'sll be a�ec�uesteei as sieeded iit accordaz�ce with the �nal desi�;ns c�f the Nc�rth and Sc�uth scctions. REG[]LATOR'r' APPRCiVALS SeetiaBl 404: Ap�licntio�7 is hei�et�y ma�de foa� a USI1C� Incii�idual 4�4 Pe�•ri►it as :•eeguire� for t�ie aho�e- describe� t�ct'sr�ities. 5ecti��ei 401: We are giereby requesti»� a 4�i1 W�ter %lu�Iity Certilicatinn frnm tkze NC Divisinn of Wate�� Resc�urces, [�� ct�rr�pliancc with 5ection 143-Z 15.3D (e) c�f tl�e hC'.AC, W� GVIIL }]i'C�VI[IC �iS7D.00J tc, aci as �jayix�ei�t fn�� p���cessit�� tl7e Se�tio�z 4�1 pern�it �p�3licatia�t. Tl�ar�k yo�r fo�� yaur assistaiicc tivitft this }�rojeet as we loc�k fnrwarei tca ya�ir a�F�ra�al for t}�e iinal C�IISXCUC�1C11] foz� tl�e C��itral SECtir�ii, iilld �7C'��lflll171t'�+ aE�proval fo�� ihe Nortl7 anc� S�r�t�� sectic��ls, r•ecagr�iai��g tllat tficse wvill be �� �ermit �Tjc��iticatio�� fc�r tl�e ti»al desi�rz, tf you �3�ve any qi�esticaris c�r need adciitiazjal infar•matiati, pleeise cr�ntact Micl�a�l `T'irrcf�y at cithcz- maturclly rr nccioi.gov or (�) l�7) 707-C 157. A copy r�f this permit �ppIication ancJ its distR�ihu�inii list ���ill �lsa be poste�� c��z t3�e NCDC?T websitc at litips:llec�nt�ect.�icdat.g�wlresnurceslF��vir�n��ientaUPa�es. 5ineerc4y, � Ricliard W. I-tancc3ck, P,F..., Mariager k�rojec�t T]e�elsap�nent ���� Fa�Wirai7mc�yttal A��alysis C]t�it cc: T�1CI]C�T Perr�iit A��licatifln Stt�nd�r�d Distribt:tioK� I.,ist 1-�if�'Q7'IFrc1i►�i�larctlPc�f•nri�ApJ�licerliosa Pr��c� f�,� U.S. ARMY CORPS OF ENGINEERS APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BY APPLICANT) 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Richard Middle - W Last - Hancock First - Middle - Last - Company - NCDOT-PDEA Company - E-mail Address - E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1548 Mail Service Center Address- City - Raleigh State - NC Zip - 27699 Country -USA City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 919-707-6100 919-212-5785 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) I-77 HOT Lanes Project 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Various - see drawings Address 15. LOCATION OF PROJECT Latitude: �N 35.42241 Longitude: �W -80.86273 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 7. DIRECTIONS TO THE SITE 6 miles of I-77 from I-277 (Brookshire Freeway — Exit 11) in Mecklenburg County to NC 150 (Exit 36) in Iredell County (north terminus) nd along I-277 from I-77 southward to North Brevard Street (south terminus) 18. Nature of Activity (Description of project, include all features) The Project will improve and widen approximately 26 miles of I-77 from I-277 (Brookshire Freeway — Exit 11) in Mecklenburg Counry to NC 150 (Exit 36) in Iredell County (north terminus) and along I-277 from I-77 southward to North Brevard Street (south terminus) by implementing High Occupancy/Toll (HOT) lanes. Vehicles meeting High Occupancy Vehicle (HOV) requirements (three or more passengers, as well as buses and motorcycles) will be permitted to use the HOT lanes free of charge. Non-HOV vehicles opting to use the lanes would be assessed a variable fee. As more vehicles enter the HOT lanes and travel speeds in the HOT lanes begin to slow, the fee would rise to ensure a mini�num speed is inaintained in the HOT lanes. This will address travel delays by providing a travel option that results in more reliable local trip times and improves overall network efficiency. Construction will be phased over three sections (see attached cover letter for more detail regarding phasing). 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose of proposed action is to provide travel time reliability to and from the majar employment center (downtown Charlotte) to the rapidly growing residential communities of northern Mecklenburg and southern Iredell counties, particularly the Lake Norman area. Not only does this route serve the rapidly expanding base of daily co�nmuters, it is also a major route for regional commerce. Currently, heavy traffic occurs during peak periods within the project limits, resulting in frequent congestion and delays. The study area has grown faster than the financial resources have been available to complete long-term transportation improvements. The traffic congestion results in predictable delays, as well as excessive travel times for commuters and through-travelers. Predicted growth in the study area will only exacerbate travel in what is a part of the national Interstate Highway System. Tl�e Project will increase capacity, alleviate congestion, and improve traffic operations and trip reliability options along the corridor. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Impacts will result from the widening the roadway a��d sl�oulders, lengthening and/or replacing hydraulic structures, as well as bridge construction. I21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards See attached cover letter See attached cover letter See attached cover letter 22. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres See attached cover letter or I Linear Feet See attached cover letter 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter ENG FORM 4345, OCT 2012 Page 2 of 3 2k. Is Any P�rtion atthe Work Already Complate7 �Yes �Na IF YES, DESCRIBE THE COMPLEYE[] WORK � 25. Addresses of Adjoining Property Qwn�:rs, L�ssees, E#a., WI195� PfQ�70ft+� AC��QIf1S t�10'INfl�@fI]Oi�y (lf more than cen he entered hnre, pl�asa attach a supplemental IfstJ. I a. Address- See attached per►nit drawings. Ciiy - b. Address- City - c. Address- City - ri. Arfdress- Citjl - e. Address- City - State - Zip - State - Zp - 5tate - Zip - State - Zip - State - Zip - I26. '�is4 ot Ofher Certifecates or Appro�aksldenials received irc�m okher Fe�derai„ 5tate, or Local Agen�ses tar Work bescrihed in This Applieafian. AGEIVCY TYPE APPR�VAL' �DENTIFICATIOi� pATE APPLIER aATE APPR�VEb bA7� b�NIEI] NUMBER ISe� Att.achecl Caord. �' Would it�c9ude but is net reskricfed io zaning, building, and fiood plaira permiGs 27. A�plicatiQn is heret�y made for permit or permiis fo auihcarize ihe wark deseribed in this application. I cer#ify that this intormakir�n in this appl�cation is compEete and accurate. I further certify that I possess the auth4rity fa underfake 6he wvrk deseriped herein ar am acting as the duly authorized agent of the �ppli�ant. , __;��_ --�-.� � � r � i - � � !� 51 NATLIRE F APPLICANT pf � b,A7E SIGIVATUR� DF AGEMY bA7E R; c,t,�. W. c, rv s.x.t '� � The A�plicatic�n rnust he signed hy the p�rsor, wha desires ko undertak� the prr�posed activiiy tapplicant) or it may be signed by a duly autharized agent if the statement in bEack i 1 has been filled out and signed, 'i 1$ U.S.C. Sec�ion 1001 prDVides that: Whoev�r, in any manner wrthin the jurisdiction of any depaRment or agency of khe Urrited States knowingly and willfully falsifes, cflnceals, or ca�ers u�r any trick, scherr�e, r�r disguises a material fact or maKes any false, f ciitivus ar feaudulent statements or representations or makes or uses ar�y false writing c�r docurnent knowing same tfl contain any iafse, fC�ii14L15 Df fraudulent statemenks or entry, shall be fned n41 moTe than $�Q,OOC1 or imprisaned not mpre than fiv�e years �r both. ENG FORM 434� QCT i012 Page 3 of 3 Y �C� St��l � P120GRAM .Tanuary 28, 2Q1�} Mr. Ri�hard W. HanC+�ck, P.E. Pv�an�ger, �rojeet �evel�pment ancf �n�i.x�nsnental Analvsis Unit North Carolina I7epartment af Transpc�a-tatinn 1.5�8 Mail Service C�nter Raleigh, I�orth Carolina 27�99-] S48 U�ar Mr. Hancock: 5ubjeet: EEP Miti�atior� Ac��gtance Le�ter: I-3311C, Consirisct H�T Lanes i.r� each dire�tion nn I-?7 fram 5`� Street (Exit 10} to Narkli of 1-8�, Mec�lenburg CQUnt}+ Thc pur,�nse af ihis letker is to notify you that the Ec�sys#em Enhancement Program (EEP) �vill prnvicie the cornpensatary strea�ra and riparian wetland mitigation for th� st�bject �roject. Based on th� in�nrmati�i� s���rplied by you €�n 7anuary 23, 2{114, the impacts are loca�ed in CU [isQ5�1 ]{73 of the Cata�vba �uer Basin it� ih�: 5outh�m Piedmont {SP} �c�-E�egaon, and a�-e as faliow�s: Catawha Stream Wet[aslds Buffer {Sq. I't.} U3�501{�3 Noia- Coastal sP Cc�ld Cool Wartn Riparian �y �ri�1n Marsh �oree 1 Zane 2 Itnpacts 0 D 3,237.0 U.SD a U Q 0 (feetlacres) *5ame or tne stream anci w�ezlansx �mpacts may bc propased to he matigate�! �l a 1:1 mitsgation raiio. 5ee perrni& applicai�on for d��[aa Is. This mitigatian aeeeptance letter replaces #he �mitig�tion acceptance fetter iss€�ed on i1'Iar�h �2, 2[�13. This impact and associated rraitigatiQn nee� were under projeeted t�y tlte NCI�C)'1' in the 2� 13 impaet data. EEP will cvmniit ta iinplement sufl'�cicnt c�rrapensainry stxeam and riparcan wetiar�c� miti�atian credits ta offset the i�npacts associated with this prajr:ct as rietennined by kiie regulatory agencies rasing the delivery time€ine listed in S�ction �'.3.c.iii of the N.C. Department of F?nvii-anment and Natural Resources' �:ccasystem Er�hancement Prograrra In-Lie�a �ee Instrument dated July ?8, 2�10 an�l cansiste��f �vikh the G��id�nce f�r �xpandcd Ser�ice Area fmr Miti�ating I�z�pacts within the Lower Catawba River Basin adopieri by the PACG-TC o�a Septernber L2, 2Q{l�, and rer�ewed on (]ctober 8, �OUS. It t3te ab�ve referenced i�r�pacT a�nounts are rev�s�d, then this miti�a�ian acceptance [etter wi11 r�Q longer be walid an�l a new mitigatir�t� acceptance letter will bL r�quired fram �EF. $42Q. Tf you have any questioras or ne�d addit��nal �nformatian, please c�ntaci Ms. �eth Harrnor� a� 919-7U7- Sincerely, � �►-,,, �"� 7� . Stanftll 1lsset Man��ement Supervisor cc: Ms. Arn�a��a 1� uemnle[er, lJSAC�: — Ashewille Regulatary Field Qfti�e Ms. �Amy Chapman, ❑ivisian of Water Quality, Weilands14q1 Unit File: I-331 i��' Revised R+P�S�DYG6l.t• ... .� ' .. Pi�DL��!',.�Gf?� iJGLi�' .Sti�E: �''�� NCDEl+IIR Alnrth Caeolina Ecasystem Enhanc�m+ant Program, 1 fi52 Makl Service Genter, Ftaleigh, NC 27699-1552 1919-�07-8976 1 htt�a:llpprtal.raedenr.prgfwebl�ep United States Department of the Interior Mr. Richard W. Hancock FISH AND WILDLIFE SERVICE Asheville Field Office 160 Zillicoa Street Asheville, North Carolina 28801 July 20, 2015 North Carolina Department of Transportation Project Development and Environmental Analysis Unit 1598 Mail Service Center Raleigh, NC 27699-1598 Subject: Endangered Species Concurrence for the Proposed I-77 High Occupancy/Toll Lanes from Exit 11 to NC 150 in Mecldenburg and Iredell Counties, Divisions 10 and 12, TIPs-I- 3311C, I-5405 and I-4750AA. Dear Richard: We have reviewed your concurrence request and supporting documentation regarding potential impacts to the federally listed threatened northern long-eared bat (NLEB) (Myotis septentrionalis) far the subject project. We provide the following comments in accordance with the provisions of Section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531- 1543) (Act). The North Carolina Department of Transportation (NCDOT) proposes to convert the existing High Occupancy Vehicle (HOV) lanes to High Occupancy Toll (HOT) lanes and extend them northward to NC 150 in Meciclenburg and Iredell Counties. The majority of the project will occur in the existing median of I-77. Some habitat for the NLEB exists along the project corridor and had been evaluated for potential impacts from project implementation. According to the information provided, a search for mines and caves was conducted in the project footprint and within a quarter mile of the project and none were found. All structures that could provide suitable habitat for NLEB were checked for bat use and none was observed. Although potential summer roosting habitat in the form of forested patches does exist in the project corridor, the overall habitat is very poor quality due to proximity to the existing interstate, residential and commercial development adjacent to the interstate and the condition and scattered nature of trees that have been maintained in this urban setting. Based on the absence of wintering habitat, no evidence of bats use on existing structures, and the poor quality of potential summer habitat far the subject project, we agree that implementation of TIPs-I-3311C, I-5405 and I-4750AA is "not likely to adversely affect" northern long-eared bat in the project area. In view of this, we believe the requirements under Section 7(c) of the Act are fulfilled. However, obligations under Section 7 of the Act must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in this review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action. If you have questions about these comments, please contact Ms. Marella Buncick of our staff at 828/258-3939, Ext. 237. In any future correspondence concerning this project, please reference our Log No. 4-2-12-ll6. Sincerely, - - oNiginczl signed - - Janet Mizzi Field Supervisor 2 MEETING MINUTES Meeting Name: Interagency Project Agency Update Meeting, I-77 HOT Lanes Project (TIP#'s I-3311C, I-5405, I-4750AA in Mecklenberg and Iredell Counties) Date & Time Location: December 10, 2014 1:00 PM NCDOT Office (Raleigh) PURPOSE: To update agencies on the award of the project, issues associated with project development, and to present the proposed permitting approach far the project. TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson SUPPORTING STAFF: Name Virginia Mabry Jeff Wyatt Trish Beam Andrew Nottingham Michael Turchy Stephen Morgan David Stark Carla Dagnino Pablo del Monte Francisco Galdeno Derek Ivie Jose Barrau Walter Roberts Dean Hatfield AgencY FHWA USACE USFWS NCWRC USEPA DWR Affiliation TPMU D���s�an 12 Division 12 Hydraulics HES Hydraulics TPMU NES SCC — Design I-77 Mobility Partners SCC — Environmental LBG — Design LBG — Design LBG — Design � . �� /1 �1 �/ // // � . . �� 11 /1 /1 /1 /1 /1 /1 /1 /1 /1 /1 /1 /1 By phone Project Update — Virginia Mabry provided an update of the Project to date. a) Project consists of three separate TIPs that have been combined (TIP#'s I-33llC, I-5405, I-4750AA) b) Prior CE for I-5405 was wrapped into an EA for all three TIPs, covering I-277 north to the north terminus. a. EA signed July 2013, with FONSI in October 2013 b. Crirical north/south corridar. Project will provide trip reliability and relieve congestion c) Three alternatives in EA, with only difFerences being number of HOT lanes in each direcrion. d) NCDOT's first large Public Private Partnership e) Most widening is to the median. fl Schedule mandate is critical and will be a challenge due to volumc of work and permitting timcline. g) Very important project for the entire rEgion. h) Not a Merger Project 2. Introduction - All attendees were introduced. 3. Presentation by Design/Build Contractor a. Pablo del Monte explained how the Developer (1-77 Mobility Partners) and DesignBuild Contractor (Sugar Creek Contractors) are organized. b. Limits of the Project and three Sections were presented along with some of the constraints i. South Section — Utility conflicts, ROW acquisitions, and Railroad issues will delay design of this section. Enviromnental issues include Irwin Creek, which parallels I-77, and FEMA Buyout parcels near Oaklawn Avenue. DWR and USACE asked about the proposed impacts to Irwin Creek SCC advised that they are planning to avoid placing the creelc in a box as was evaluated by the FONSI, but impacts are not currently known until Design is advanced. SCC is exploring avoidance and minimization of impacts to Irwin Creek. A Section 4(fl property east of the ROW prevents relocation of the streain. DWR asked about FEMA Buyout Property west of the ROW. SCC stated that the FONSI evaluated re-alignment of Oaklawn Ave which would take portions of the Buyout Property; however, they are working to keep Oaklawn on the current geometry to avoid this impact to the Buyout Property. ii. Central Section — Most widening is to the median. Very few environmental impacts in this Secrion, which are mostly limited to culvert extensions. Design can begin very soon far this section. iii. North Section — Widening will occur to the median. Section involves three crossings of Lake Norman along the existing causeway with one bridge widening. The only permanent fill to Lake Norman would likely be associated with bridge columns, although some temparary work platforms would be required. SCC advised that the HOT lanes will not carry large trucks or vehicles, and the new HOT lanes will drain to the median, while existing lanes will drain mostly to the outside. DWR asked if Lake Management has been consulted. Virginia Mabry advised that NCDOT has initiated discussions with FERC and a siinplified permit process is anticipated, since widening is to the median. Permitting Approach was presented to the agencies in which SCC sought agency input. SCC plans to submit a permit application in April 2015 far the entire project with final hydraulic design information for the central section and preliminary design for the north and south sections. SCC plans to modify the permit once final hydraulic design is achieved for the north section, and then again as final hydraulic design is achieved far the south section. i. DWR expressed concerns with having a situation where multiple modifications occur for each section as design progresses. SCC explained that it plans to submit only one modification per section, so the concern shouldn't be an issue. ii. USACE asked why design will not be completed for all secrions prior to permit application. SCC explained the NCDOT schedule makes it impossible to construct if construcrion cannot begin in available sections until all design is complete. ROW, Railroad, and utility conflicts in the south section will delay design for approximately one year. iii. DWR expressed concerns with permitting the north and south sections based on preliminary design, since thc permit would authorize impacts based on preliminary design. SCC stated that this could bc prevcnted by adding language to thc permit approval limiting the authorization to those areas where final hydraulic design is achieved and reviewed. iv. USACE advised that it is preferable to have final design in order to make a permit decision, but they will consider the proposed approach, and get back with the team in the near future. v. A general discussion occurred regarding the viabiliry of the project as stand-alone sections, and the schedule restraint components. d. Proposed project timeline was reviewed. The project is non-Merger, but NCDOT still intends to conduct 4B and 4C type ineetings to ensure full agency review and input opportunity. Initial permit application is anticipated to be submitted in May 2015. SCC and NCDOT stated that they want to work hand-in-hand with the agencies, want to lcnow what agency needs are, and want to provide any information that would be beneficial to the agencies. NCDOT advised that there are voluines of project informarion that will be made available on the internet to all attendees. SCC and NCDOT desire the agencies to be vetted in the Project and asked agencies for surety in the proposed approach. 4. Meeting Adjourned MEETING MINUTES Meeting Name: Interagency Project Agency Update Meeting, I-77 HOT Lanes Project (TIP#'s I-3311C, I-5405, I-4750AA in Mecklenberg and Iredell Counties) Date & Time Location: July 7, 2015 1:00 PM NCDOT Office (Raleigh) PURPOSE: To update agencies on the award of the project, issues associated with project development, and to present the proposed permitting approach for the project. TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson Donna Hood Amy Chapman SUPPORTING STAFF: Name Virginia Mabry Jeff Wyatt Trish Beam Andrew Nottingham Michael Turchy Stephen Morgan David Stark Carla Dagnino Pam Williams Jamie Lancaster Ray Lovinggood Eric Midkilf Stewart Bashan Rodger Rochelle Scott Cole Pablo del Monte Francisco Galdeno Derek Ivie Jose Barrau Walter Roberts Dean Hatfield David Brandes Carroll Barker David Hannan Joe Garcia Farrell Sikes Judson Dalton Wilson Dickerson Steve Smith Agency FHWA USACE USFWS NCWRC USEPA DWR NCDENR NCDENR Affiliation TPMU Division 12 Division 12 Hydraulics HES Hydraulics TPMU NES NCDOT NCDOT NCDOT NCDOT Division 10 Division 10 Division ] 0 SCC — Design I-77 Mobility Partners SCC — Environmental LBG — Design LBG — Design LBG — Design LBG — Environmental LBG — Environmental I-77 Mobiliry Partners LBG — Design LBG - Design English Construction SCC — Design SCC — Design I� � /1 // // ■ ■ �1 // Present � ❑ ❑ ❑ � � � � � � � � � � � � ❑ � ❑ � � � � � � � � � � By phone By phone By phone By Phone By Phone By Phone By Phone l. Project Review/LTpdate — Virginia Mabry provided an update of the Project to date since the December ] 0, 2015 informational meeting. a) Project srill consists of three separate TIPs that have been combined (TIP#'s I-3311 C, I-5405, I- 4750AA). b) Prior CE for I-5405 was wrapped into an EA for all three TIPs, covering I-277 north to the northern terminus. a. EA signed July 2013, with FONSI in October 2013 b. Critical north/south corridor. Project will provide trip reliability and relieve congestion c) Most widening is to the inedian. d) Discussed the nature of this meeting as informational with more detail than was presented in December. e) David Starlc went over the December meeting and notified attendees that financial closure had been reached. That this is a P3 project, but much of the look and feel from a permit standpoint would resemble a design-build process moving forward. 2. Introduction - All attendees were introduced. 3. Presentarion by DesignBuild Contractor a. Pablo del Monte discussed the updates that were going to be presented, and discussed some of the review aides, including KMZ iiles, to be provided by the Team. The KMZ will not replace the impact drawings, but will aid agency reviews. Pablo began a PowerPoint presentation that was distributed to the phone participants. b. Pablo went over the organization of the P3 team, I-77 Mobility Partners, Sugar Creek Construction, and Louis Berger as lead designer, along with other partners. c. Phased Permitting: the twenty six mile project is divided into three sections, North / Central / South. Permitting will be phased as follows: SCC plans to submit a permit application in August 2015 for the entire project with final design infarmation for the Central Section and preliminary design for the North and South Sections. d. Two Pennit Modifications: once final design is achieved for the north section SCC will submit a Permit Modificarion with the final design informarion for this North Section. A similar process will take place for the South Section at a later date. e. Pablo described the sections: a. South — I-77 from I-277 intersection to Cindy Lane i. Construct inedian I-77/277 HOT lanes inside where possible ii. Fly over connecting I77 and I277. iii. Discussed existing and proposed typical sections showing graphics of each b. Central — I-77 froin Cindy Lane to Catawba Avenue. Most widening will occur to the inside, where possible. c. North — I-77 from Catawba Avenue to Mooresville i. Three crossings of the causeway at Lake Norman — one bridge crossing. New lanes drain towards the median on the causeway section and heavy truck traffic will not permitted. ii. Widening will preliminarily occur in the median. Permitting— A site review meeting has been set for July 22, 2015. Application submittal is anticipated in August, 2015. a. Final design information for Central Section. b. Preliminary design information for North and South. c. Permit modification for North and South sections will be requcsted after design is finalized in those areas. d. Iinpacts in preliminary sccrions will be identified with best available information with anticipation towards any potential impacts. g. Key features and constraints in the South Scction a. Irwin Creek impacts were discussed. SCC notes that design is preliminary, but will try to avoid and minimize impacts as much as possible. b. FEMA properties at Oaklawn and Oaklawn Cemetery. EA proposed a new straight bridge alignment of Oaklawn Avenue Bridge. SCC is attempting to maintain the existing alignment to avoid impacts. c. Discussed extensively how Irwin Creek may be impacted. Irwin Creelc was moved when the original I-77 was constructed and impacts for this project will likely occur both upstream and downstream. d. USACE asked if Irwin Creek will be relocated, or placed in a box culvert. SCC advised that it is currently under consideration to relocate the creek where possible, but the feasibility and extent are currently still being evaluated due to design and ROW availability. The inirial permit application will anricipate boxed culverts per the FONSI until design is advanced in the South Section. At a minimum, there will be an extension of culvert upstream and downstream. e. Discussion occurred about the specific nature versus the preliminary nature of the Narth and South Sections. The P3 team will show as much design as possible, but advised that the North and South will have modifications, with the intent that changes should be reductions in impacts. h. Key features and constraints to the Central Section a. Majority on the inside b. Optimized to avoid impacts c. Most culverts not impacted or slightly impacted Key features and constraints to tl�e Narth Section a. Critical watershed — water supply Lake Norman (Water Supply IV) b. Lake Norman Bridge i. Likely drilled piers (not considered mitigable impacts) with temporary impacts (work peninsulas) for staging and construction. ii. Gap will be closed between the existing bridges (northbound and southbound) iii. Note that heavy trucks will not be allowed in the HOT lanes Goals for Jurisdictional Water Impacts and Water Quality a. Reduce impacts from the EA and FONSI, where possible, through avoidance and minimization during design oprimization. b. Widen to the inside as much as possible. c. Avoid Catawba River Riparian Buffer impacts through utilization of the existing transportation facility. d. Noise Wall locations to be revised to reduce clearing and need for additional right-of-way. e. Utilize existing storm sewer facilities and outfalls, where possible. f. Maximize the use of grass swales as a primary BMP for water quality. g. Design and construct hazardous spill basins in the North Section where feasible and room allows. Constrained by available space at Lake Norman. k. Maximize ease of agency review a. Goal is to get all parties involved early and facilitate easier impacts review. b. SCC will provide KMZ files to supplement Impact Sheets. Discussed KMZ files and how they could be used during review. c. SCC noted that Designer, Contractor, and Developer were all present and involved, and pointed out that the Developer will maintain and operate the facility for 50 years. Requests for agency consideration a. The team will identify specific upland areas and will ask the agencies far permission to begin in the uplands before permit is issued. i. Will be well outside jurisdictional areas. ii. Will be demonstrated that the work will not impact jurisdictional areas. iii. Will be subject to standard design reviews. iv. Permit application is anticipated in August, 2015; would like to begin consh-uction in specific upland areas in September (Central Section). v. Identified upland areas will be presented at the July 22, 2015 site review meeting. vi. USACE discussed its ability to approve in that it does not have jurisdiction outside of waters of the U.S. and, thereforc, P3 team can start construction outside these areas. Work would have to proceed "at risk" in that subsequent Permit review/approval will not take into consideration any such works carried out at P3 teain's risk. The P3 team understands that no formal agency approval will be granted but would like to lceep USACE fully informed. m. Anticipated Project and Permitting Schedule and Dates a. Complete construction 2018 b. Construction durarion 36 Months c. Permit site review meering d. Permit applicarion subinittal e. Permit issued £ Begin Construction g. Permit modification — North h. Begin construction North i. Permit modification — South j. Begin construction — South July 22, 2015 August 2015 Late 2015 Late 2015 Early 2016 Mid 2016 Mid to Late 2016 Late 2016 n. General discussion a. David Stark asked DWR about the 760' full pond elevation. Since the delineated water boundary is much lower, do the agencies wish to see one or the other, or both. The consensus was to show both on the impact drawings. b. Discussed in detail Lake Norman impacts. i. The work peninsulas for the drilled sl�afts — temporary fill for construction access. ii. Pour 48" drilled piers anticipated (not considered mitigable impacts). iii. Discussed buffers and how to show the existing transportation facility on the impact drawings. iv. Discussed tree iinpacts and amounts of removal. Coordination with USFWS will need to be completed regarding the northern long-eared bat. NCDOT indicated that surveys have been completed, preliminary clearing estimates have been identified, and NCDOT will coordinate with USFWS for clearance. v. Additional discussion regarding upland construction 1. September is the desired time to begin construction in idenrified areas. 2. Understands the Corps will not provide permission formally — but all parties desire to be informed and will provide opinions (non-binding). 3. Developer and team understands this work will be at their own risk. vi. KMZ files — How will these help — NCDOT hydraLilics and SCC took the agencies throllgh the Google Earth application and demonstrated the inforination compiled for agency use. 1. Does not replace the impact sheets, but has been prepared to aid in agency review. Water nomenclature matches that found in the NRTRs and EA. Two names provided for Central Section (NRTR name/EA name). P3 team and NCDOT requested the agencies' feedback on usefulness. Files will be provided at the end of the weeks. The P3 teams recommends keeping the KMZ files small to maximize functionality. o. Meeting Adjourned Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project — Central Section Permit Site Review Meeting (Final) I-5405, I-4750AA in Mecklenburg County July 22, 2015 1:00 PM NCDOT Office (Raleigh) TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson Donna Hood PARTICIPANTS: Name Virginia Mabry Donna Jackson Michael Turchy Stephen Morgan David Stark Nat Hunter Carla Dagnino Theresa Ellerby Scott Allen Ray Lovinggood Rachel Evans Paul Garrett Mark Staley Rodger Rochelle Pablo del Monte Derek Ivie Jose Barrau Walter Roberts Dean Hatfield David Brandes Carroll Barker David Hannon Joe Garcia Farrell Sikes Judson Dalton Randy Turner Steve Smith Carlos Garcia Jose Rodriguez Agency FHWA USACE USFWS NCWRC USEPA DWR NCDENR, DWR Affiliation NCDOT NCDOT NES NCDOT, Hydraulics NCDOT, PPU NCDOT NCDOT,NES NCDOT,PDEA NCDOT NCDOT, Hydraulics NCDOT, PPU NCDOT, PPU NCDOT,REU NCDOT SCC — Design SCC — Environmental LBG — Design LBG — Design LBG — Design LBG — Environ�nental LBG — Environmental I-77 Mobility Partners LBG — Design LBG - Design SCC - Construction Three Oaks Engineering SCC — Construction SCC SCC - Construcrion � /1 /1 // // ■ // . . . �� // �/ �/ /1 // // /1 /1 �� // �� /1 // // // /1 // /1 �� // /1 /1 �� // // �� // 1/ By Phone By Phone By Phone By Phone PURPOSE: The purpose of this meeting was to rcview the hydraulic design and resulting environmental impacts for the Central Section of the Project. The plans were reviewed, addressing each impact site sequcntially. These minutes represent a summary of the items discussed during the meeting. 1. Project Update — Virginia Mabry provided shart introducrion with purpose of the meeting. 2. Introduction — Introductions were made by all in attendance. 3. Pablo del Monte reminded agencies that this will be a phased pennitting process, with preliminary hydraulic design in the North and South Sections and final hydraulic design in the Central Section. Derek Ivie proceeded through the Central Section impact drawings to present the project impacts. 4. Site 1-C: • Impacts to the wetland are a result of temporary access needs to construct the fill slope and construct a noise barrier along the roadway shoulder. • A very small permanent impact (<0.01 ac) will occur across tl�e rip of the wetland. • The noise barrier has been pulled as close as possible to the roadway to minimize impact. • Permanent impact will be very small. • No comments. 5. Site 2-C: • Permanent impacts are limited to ditch outfall protection and bank stabilization. • Temporary impacts are anticipated to facilitate construction access and to construct the fill slope near the existing headwall. • No culvert extension will occur at this location, upstream or downstream. • It was asked if this work is necessary — the roadway shift for the widening is to the east in this location and avoids impacts to the west. 6. Site 3-C • Temporary impacts to the parallel stream are anticipated to insure adequate room to construct the adjacent fll slope, erosion control, and potential haul road. • The impact would ensure normal downstream flows through temparary piping. • Typical comment for temporary impacts: Temporary impacts will be returned to pre- construction contours and stabilized in accordance with NCDOT's BMP Toolbox. • SCC will attempt to avoid this temporary impact if possible. • No addirional colnments. 7. Site 4-C: • This is a connection of an opening between two existing culvert features as a result of roadway widening to the median. • Stream impact at this location will be a total take. • The ditch line will be raised and drainage will flow into the systein through a grass swale and newly constructed drop inlet. • No comments. 8. Site 5-C: • Widening to the median with pipe extension. • The jurisdictional limit of the stream begins in the median. The beginning of the jurisdictional stream will be labeled `Begin JS". • Permanent impacts include pipe extension and bank stabilization north and south of the stream. • Temporary fill will be required to construct the culvert and manage the watercourse. • Typical Comment for all impact calculations: impacts should be rounded to the nearest linear foot. • No additional comments. 9. Site 6-C: • Two box culvert (8'x7') extensions will occur within thc median. • Permanent impacts to the stream include the culvert extensions with banlc stabilization between the new extensions. • Temporary impacts for dewatering are anticipated outside of the median for managing the watercourse (dewatering), however, SCC will try to manage dewatering from the median. • No comments. 10. Site 7-C: • Two box culvert (10'x8') extensions will occur within the median. • Permanent impacts to the stream include the culvert extensions with bank stabilization beyond the extensions. • Temporary impacts for dewatering are anricipated outside of the median for managing the watercourse (dewatering), however, SCC will try to inanage dewatering from the median. • It was aslced if the stream will flow through both barrels — both barrels of culvert are at the same elevation. Adjustments to this culvert will cause FEMA issues with a raising of the water surface elevation downstream. Development exists both up and downstream, and raising the water surface elevation will be a problem at this location. Therefore, sills and baffles are not considered an option for this location. • A photo was reviewed with USFWS. USFWS asked that SCC review opportunities to improve the existing ponding between the two culverts. It was noted that extension of the culverts may improve, but will not remove this condition. • USFWS asked if the quantiry of bank stabilizarion proposed is necessary and asked about the stability of the stream. Louis Berger stated that field reviews indicated existing bank erosion that is likely resultant from high flows during "flash" events that come and go quickly. It was noted that existing rock riprap was observed at the culvert openings, and the slope towards the stream is not severe. • Existing culverts are not to be replaced. • It was agreed upon that the team would look for opportunities to improve the situation if possible given the constraints of additional stream impact and FEMA restrictions. • Bank erosion would be examined and the amount of riprap shown would be evaluated. • UPDATE: After the meeting, SCC and Louis Berger reviewed opportunities to decrease ponding and reduce the amount of proposed banlc stabilization impacts. Options considered and determinations include: i. Correct ponding via box culverts across entire median — This option would eliminate ponding between the culverts, but would increase water surface elevations (causing FEMA issues) and downstream velocities and would increase the impacts at Site 7-C to a total take. Not selected due to potential FEMA issues and total take of Site 7-C. ii. Correct ponding via raising the streambed — This option would eliininate ponding between the culverts, but would require adding fill and rock channel stabilization to the entire length of the stream, increasing impacts at Site �-C to a total take. Not seleeted due to total take of Site 7-C. iii. Reduce bank stabilization impacts via adjusted grading in the median south of the Site — This option (preferred/selected) allows for slowed stonn water flows into the Site from the median to the south, retains stabilization at swale outfalls, reduces the amount of total permanent impacts (banlc stabilization), and includes riprap at the outfall of the eastern culvert and inlet of the western culvert to prevent future scouring. While this selected option does not correct existing ponding, some ponding occurs naturally in stream systems (pool and riffle). Selected, as it limits the impacts to the stream and helps prevent future scouring. This concluded review of Central Section impacts. Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project — North Section Permit Site Review Meeting (Preliminary) I-4750AA in Iredell County July 22, 2015 1:00 PM NCDOT Office (Raleigh) TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson Donna Hood PARTICIPANTS: Name Virginia Mabry Donna Jackson Michael Turchy Stephen Morgan David Stark Nat Hunter Carla Dagnino Theresa Ellerby Scott Allen Ray Lovinggood Rachel Evans Paul Garrett Mark Staley Rodger Rochelle Pablo del Monte Derek Ivie Jose Barrau Walter Roberts Dean Hatfield David Brandes Carroll Barker David Hannon Joe Garcia Farrell Sikes Judson Dalton Randy Turner Steve Smith Carlos Garcia Jose Rodriguez Agency FHWA USACE USFWS NCWRC USEPA DWR NCDENR, DWR Affiliation NCDOT NCDOT NES NCDOT, Hydraulics NCDOT, PPU NCDOT NCDOT,NES NCDOT,PDEA NCDOT NCDOT, Hydraulics NCDOT, PPU NCDOT, PPU NCDOT,REU NCDOT SCC — Design SCC — Environmental LBG — Design LBG — Design LBG — Design LBG — Environ�nental LBG — Environmental I-77 Mobility Partners LBG — Design LBG - Design SCC - Construction Three Oaks Engineering SCC — Construction SCC SCC - Construcrion � /1 /1 // // ■ // . . . �� // �/ �/ /1 // // /1 /1 �� // �� /1 // // // /1 // /1 �� // /1 /1 �� // // �� // 1/ By Phone By Phone By Phone By Phone PURPOSE: The purpose of this meeting was to review the preliminary hydraulic design and resulring environmental impacts for the North Section of the Project. The plans were rcviewed, addressing each impact site sequentially. These minutes represent a summary of the items discussed during the meeting. 1. Derek Ivie reminded agencies that this will be a phased permitring process, with preliminary hydraulic design in the North. An addirional site review meering, if necessary, will preclude a permit modification, which will be submitted once design is finalized for the North Secrion. Derel< Ivie proceeded through the North Section impact drawings to present project impacts. 2. Site 1-N • Permanent impacts to the stream include culvert extension and bank stabilization. • Temporary impacts are anticipated to construct the culvert extension, manage the watercourse, and facilitate construction access to construct the proposed adjacent fill slope north of the culvert. • SCC Design team is considering widening to the west that will remove this impact, but space constraints are anricipated to prohibit this shift. • NCDENR noted past water quality issues/complaints to the west associated with Lowe's Headquarters — mainly sediment deposits in a recreational cove of Lake Norman. • No additional comments. 3. Site 2-N: • Permanent impacts are limited to non-mitigable columns within Lake Norman to support the new bridge structure between the existing northbound and southbound bridges. • Temporary impacts (0.06 ac) consist of work pads within Lake Norman to facilitate construction of the new bridge columns/bents in the median. • DWR noted a potential concern with blocking boat access under the bridge. SCC noted that the wark pads will be constructed one at a time. • It was noted that, due to the grade of the existing bridges (which must be matched), the drainage from the deck of the new bridge will be direct discharge. This is consistent with the current condirion. The bridge is a zero slope bridge (flat). No practicable alternarive to direct discharge from the bridge. This concluded review of North Section impacts. Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project — South Section Permit Site Review Meeting (Preliminary) I-3311C in Mecklenburg County July 22, 2015 1:00 PM NCDOT Office (Raleigh) TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson Donna Hood PARTICIPANTS: Name Virginia Mabry Donna Jackson Michael Turchy Stephen Morgan David Stark Nat Hunter Carla Dagnino Theresa Ellerby Scott Allen Ray Lovinggood Rachel Evans Paul Garrett Mark Staley Rodger Rochelle Pablo del Monte Derek Ivie Jose Barrau Walter Roberts Dean Hatfield David Brandes Carroll Barker David Hannon Joe Garcia Farrell Sikes Judson Dalton Randy Turner Steve Smith Carlos Garcia Jose Rodriguez Agency FHWA USACE USFWS NCWRC USEPA DWR NCDENR, DWR Affiliation NCDOT NCDOT NES NCDOT, Hydraulics NCDOT, PPU NCDOT NCDOT,NES NCDOT,PDEA NCDOT NCDOT, Hydraulics NCDOT, PPU NCDOT, PPU NCDOT,REU NCDOT SCC — Design SCC — Environmental LBG — Design LBG — Design LBG — Design LBG — Environ�nental LBG — Environmental I-77 Mobility Partners LBG — Design LBG - Design SCC - Construction Three Oaks Engineering SCC — Construction SCC SCC - Construcrion � /1 /1 // // ■ // . . . �� // �/ �/ /1 // // /1 /1 �� // �� /1 // // // /1 // /1 �� // /1 /1 �� // // �� // 1/ By Phone By Phone By Phone By Phone PURPOSE: The purpose of this meeting was to review the preliminary hydraulic design and resulring environmental impacts for the South Section of the Project. The plans were rcviewed, addressing each impact site sequentially. These minutes represent a summary of the items discussed during the meeting. 1. Derek Ivie reminded agencies that this will be a phased permitring process, with preliminary hydraulic design (best current information) in the South Section. An additional site review meeting, if necessary, will preclude a permit modification, which will be submitted once design is finalized far the South Section. 2. General Comment: Discussion occurred with regards to the level of design provided for the South Section. USACE expected to see more design with regards to the impacts in this Section. NCDOT clarified that the intent is to disclose the anticipated impacts in this section. The team will come back before the agencies to provide final design/details for impacts priar to submitting a permit modification for this section. NCDOT stated that this approach is consistent with similar projects in the past, and SCC noted that the pennit, once issued, could contain conditions that do not authorize construction of impacts in preliminary sections. USACE noted that this approach would need to be verified as acceptable. Derek Ivie proceeded through the South Section impact drawings to present project iinpacts. 3. Site 1-S • Permanent fill impacts anticipated to the stream anticipated as a result of widening of I-277 to the west. • At this rime, it is not determined whether this will be piped or relocated. • No comments. 4. Site 2-S • Existing Oaklawn Bridge alignment is proposed to be retained to minimize permanent impacts to FEMA buyout parcels and Oaklawn Cemetery, as was considered during NEPA. • Structure widening at Oaklawn will occur, and will include at least partial demolition. • Temporary impact for demolition and to reconstruct. • No comments. 5. Sites 3A-S, 3B-S, and 3C-S • Permanent impacts to Irwin Creek associated with roadway widening to the outside and extension of the existing boxed culverts. • Temporary impacts to construct the boxed culverts and manage flows. • NEPA documents anricipated over 2,000 feet of the strea�n to be impacted by box culvert extension. • Irwin Creek was historically relocated when I-77 was constructed. • Physical constraints of a privacy wall and a Section 4F property restrict the relocation of Irwin Creek towards the east, and the long term stability of a tall retaining wall limit the feasibility of a wall at this location. • The impact sheets reflect EA impacts for this stream; however, the team is warking to minimize impacts with less culvert and exploring wall options to minimize impacts, if possible. • USACE asked if it was a possibility to avoid — it is possible to minimize impacts, but mare study will be required through detailed design — likely cannot avoid, but may be able to minimize. 6. Site 3GS • No comments. 7. Site 4-S • Temporary impacts to the wetland for construction access to demolish an abandoned pedestrian walkway bridge. • Work in wetland will be required be able to set the structure down and to control the demolition. • No comments. • Additional Note: An additional site has been identified near the east Right-of-Way where the pedestrian bridge crosses over Dillons Twin Lakes. Temporary impacts to this stream are anticipated for demolition access. This addirional site will be added to the Impact Drawings. 8. Site 5-S • Slope from preliminary grading shows toe of fill slope along jurisdictional edge — will need temporary impacts to construct this slope, and minor permanent impacts are anticipated based on the preliminary slope stakes. • Discussion occurred regarding the uncertainty of permanent impacts at this site. It was decided that permanent impact estimates should be increased at this time until detailed design is advanced and impact needs are known. 9. Site 6-S/7-S • Permanent impacts associated with construction of HOT lanes to the east. • 7-S is a total take of the stream. • 6-S impact is a result of culvert extension to the east. • Temporary impacts are anticipated for construction access and dewatering. • No comments. • UPDATE: Since the meering, the tea�n has idenrified the potential need to further shift the widening eastward. As a result of this shift, the impact to 6-S would result in a total take of the stream with boxed culverts. This will be reflected in subsequent permit drawings. This concluded review of South Section impacts. � .-.- � Q � m � I/ � � j. � (0 � N ..L.. 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N .� N .� N ._. N N > (0 > N > (6 > `m � m � `m � `m � � Z� Z m Z� Z� � � Z � Z % � Z � � Z d � �• .o � r C• .o � r' �.• .o � r' �• .o � a� a� o a� o a� M � � .O M � a .O N � � .O N � � .O 3(6 d �@ d 3 f0 d 3(4 d m C� m�� m C� m�� N N - N N - N 47 - N� d � � N � � N � � d � d ari� -oLv -ori� �ri� d o c d o� d o� d o� � a �� � a` � '� a � � a � W y� W N� W y� W y� c -o �� c -a �� c -p �u c � �ci � a � y a � � a � �+ a � � � � d � a d � � d � � �o� � o N � o� � o N f6 N l0 N 10 N R d Q>. O_ T O_ T Q T .� y � '� � -. .� y � '� y �.. � N 3 W 3 Vi `� � N m 0 m 0 m � m 0 N N N N O > O > O > O > Z � Z � Z � Z � x a x a x a x � a z`m d z m d z`m d Z`m o c U y z c U � z c U � z c U � z � Q �� Z a�i �� Z a�i £� Z a�i �@ Z a�i o � _ �a U o m U o m U o m U o a� a o � a`. � d � d d n`_ �� r �';� c7� m in m in �o v� m Z m�c E� a`� d' a`� � a� � a`� F O W a� U y O� N � a�i � aCi � N o w' � _ � �� C� o �• C� o c�� C7 0 �� C� a� U U U U c � Q �� Z �� Z w� Z w� Z w Y a � 3 Q F O 3 C � C � C � C � � O = m � m � m � m � � o o y `m c y p c y p c y p c y p a � z ;� ° > � ° > m ° > � ° > � d� O� O� O� O� � � Q � 3 3 �,c�i d:_ � � m:_ = c@i m:_ � � m:_ O LL � - N - N _ � N - t� L � U O O � R .� � .y t0 .� � .� �0 .� � .y t6 � � CI � i+ p V f�0 V N p V fy0 V N V fN6 V N V Iy0 V N 1° 2 'a � w U y-o �� U �+ a � U y-o w U �+ -o V O � Y N 0 O Y N O O �Vl � O �N 0 O � � a � R � N a �� � a n �� y a � � N`o_ o a U 01 � N -o U� N Y U d �� Y U v � N z � £ �'� a� c E '° � a� E 10 � a� E '� a� � a oT �� o� � d oT �rv o� y°'. E O_ U`� Y E O. G`� U E a. U�. (� � Q� �- � • � d � � � m � ' 3 d � ' � m � a` v� o � a` v� o y a` m o y a` tn ❑ C C C N C N U � U N ~ E F" E O E O E � E � E F- E F- E 0 0 0 � o o � � o � � o � � � U o Q.> � U o a.> U o Q.> U o Q.> `" o � � Z Z � o � � Z Z � � � Z Z @ � � Z Z � � `m F �o m `m � Z z Z � Z Z Z Z Z Z Z Z Z o � a� a a� .6 °' � a� z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m m � a a� � � v a� � � v o� � �1 a a� Q o c Q o � Q o c Q o � �' `� 00 �. c� �' cn °° �' c� �' �n °° �' � � cn °° i: c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O� U N O� U N O� U � O� � m y �a y m d m y ,�� Q .. . � �• °' °' r °' � �� a' m °' °�o °' � �• °' m a� rn � 01 ,'' �. � y � a � -o � :N � v � -o T � � v °i a T @ vi a °1 � "� � N � � y U m t O � � � �C1 m r O � � .y U m t O � � .H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq T'= � E °' 't £ a w�� N� :: 't E in w E a y� °: 'C E w w ���� :: 't E in w E 3� � 3 10 A �` R 3 l0 � �` l0 7 10 R �' 10 3 �6 IC T 'i ; N d `° m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w � N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in a+ � � E u cn -=� � 3 � o d�a �F d� � o`m m.�� d� ,� o d m��� d� � o d m��� d� ^ ? w z O� Q z a` o m z O E Q z a` o in z O� Q z a` o rn z O� Q z a` o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C � � .-. > .� > .--. > .�-. t. N r� N r� N r N N > (0 > N > (6 > N � (0 � N � N � � Z� Z m � Z� � Z� � � � Z � � Z o � Z o � Z d r� r. . � ch �.. . � �.. �.. . � r. . � o � a� o ° a� o ° a� o ° a� N � � �p N � d 'p N � � �p N � � �� 3(6 d �@ d 3 f0 d 3(4 d m C� m�� m C� m�� N N - N N - N 47 - N� d � � N � � N � � d � d ari� -oLv -ori� �ri� d o c d o� d o� d o� � a �� � a` � '� a � � a � W y� W N� W y� W y� c -o �� c -a �� c -p �u c � �ci � a � y a � � a � �+ a � � � � d � a d � � d � � �o� � o N � o� � o N f6 N l0 N 10 N R d Q>. O_ T O_ T Q T .� y � '� � -. .� y � '� y �.. � N 3 W 3 Vi `� � N m 0 m 0 m � m 0 N N N N O > O > O > O > Z � Z � Z � Z � x a x a x a x Q � a z`m d z m d z`m d z`m o c U y z c U � z c U � z c U � z � Q �� Z a�i �� Z a�i £� Z a�i �@ Z a�i o � _ �a U o m U o m U o m U o a� a o � a`. � d � d d n`_ �� r �';� c7� m in m in �o v� m Z m�c E� a`� d' a`� � a� � a`� F O W a� U y O� N � a�i � aCi � N o w' � _ � �� C� o �• C� o c�� C7 0 �� C� a� U U U U c � Q �� Z �� Z w� Z w� Z w Y a � 3 Q F O 3 C � C � C � C � � O = m � m � m � m � � o o y `m c y p c y p c y p c y p a � z ;� ° > � ° > m ° > � ° > � d� O� O� O� O� � � Q � 3 3 �,c�i d:_ � � m:_ = c@i m:_ � � m:_ O LL � - N - N _ � N - t� L � U O O � R .� � .y t0 .� � .� �0 .� � .y t6 � O CI � :, V � V N V A V y V R V N V A V N V 2 p „'aa w U y-o � U �+ a � U y-o w U �+ -o = H Q �N � 0 O �N � O O �y @ � O �y � 0 O �+ � R C N a � C Vl Q � � Ul Q � C N o_ � Y U°� � N Y U� N U d �� U v � N .� .� .� .� Z � a oT �� o� � d oT �rv o� � - � " E a �" "� a �" E a �'" £ Q �" � � a� � � m U' 3 d U � m � a` v� o a` v� o � a` m o m a` tn ❑ C C U N U N J � J N � C � � p C p � O � O � F � � � F � H � � � � � o = U � = U � U � U � > > > > `� � � Z Z � � � Z Z � � � Z Z @ � y Z Z � C C � C C � C C @ C C � Z z Z Z Z Z Z Z Z Z Z Z o � a� a a� .6 °' � a� z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m m � a a� � v a� � = v o� � C7 a a� Q o c Q o � Q o c Q o � �' `� 00 �. c� �' cn °° �' c� �' �n °° �' � � cn °° i: c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O � U N O � U N O � U � O � >:. _ ° '° y m' f0 d m' � 10 d ar ' � f0 d a' Q = °: � �' � °' :: � �' ai °' -- :: � �' a � a� -- °: � a � °' ,�,'' �. � a -o � w � v -o T � � v a T w � a -o � N lC '> � �U/ 10 �> � �N �6 �> @ �N 10 �> "�' N a � y U m t O � � � �C1 m r O a � y U m t O � � H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq �. - a E ..d. � E Yi W � 7 y j� ..d. � E N W � 7 y j� ..d. � E N W � 7 O T « � � tq W � 7� T 3 �7 17 3 �3 W 7 A � 3 �3 'i ; N d m m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w 3 N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in d � � E u cn _ ,''� �`o� � � p m �a .�a � d � R � `m m .� � d � � � `m m �� � d � � � m m �� � d � ' � � H• � 't � 3 H• � 't 0 � F• u 't d � U L°' a� ° a, � c> L a a ° d � c� r°' a° d � c�.> � c~a' ° w ^ ? w z O� Q z a o m z O E Q z a o v> z O� Q z a o rn z O� Q z a o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C N � .-. > .� > .--. > .�-. t. N r� N r� N r N N > (0 > N > (6 > N � (0 � N � N � � N Z� � Z m � Z� Z� � a � Z o � Z o � Z � � Z d �. . � C. . � .... �.. . � o �. . � O � N O � d O � U1 N � d N � � 'O N � d 'O N � � 'O � � O 3(6 d �@ d 3 f0 d 3(4 d m C� m�� m C� m�� N N - N N - N 47 - N� d � � N � � N � � d � d ari� -oLv -ori� �ri� d o c d o� d o� d o� � a �� � a` � '� a � � a � W y� W N� W y� W y� c -o �� c -a �� c -p �u c � �ci � a � y a � � a � �+ a � � � � d � a d � � d � � �o� � o N � o� � o N f6 N l0 N 10 N R d Q>. O_ T O_ T Q T .� y � '� � -. .� y � '� y �.. � N 3 W 3 Vi `� � N m 0 m 0 m � m 0 N N N N O > O > O > O > Z � Z � Z � Z � x a x a x a x Q � a z`m d z m d z`m d z`m O C U N Z C U � C Z � U � Z � U � Z � Z - � C U - y C N U - N � U - � C U � � _� U Z �o � U Z � o m�j Z �o m�j Z o a E a o � a. � �^' d � d d n_ �� r �';� c7� m in m in �o v� m Z m�c E� a`� d' a`� � a� � a`� F O W a� U y O� N � a�i � aCi � N o w' � _ � �� C� o �• C� o c�� C7 0 �� C� a� U U U U c � Q �� Z �� Z w� Z w� Z w Y a � 3 Q F O 3 C � C � C � C � � O = m � m � m � m � � o o y `m c y p c y p c y p c y p a � z ;� ° > � ° > m ° > � ° > � d� O� O� O� O� � � Q � 3 3 �,c�i d:_ � � m:_ = c@i m:_ � � m:_ O LL � - N - N _ � N - t� L � U O O � f6 .� � �y .� t0 .� � .N �0 .� � .y t6 � .O � � y .0 � U � .0 � � U � .0 � U � .0 � U � V 2 p „'aa w U y-° � U �o � a � U y-o w U �+ -o = H Q �N � 0 O �N � � O O �y @ � O �y � 0 O �+ � R C N a � C - Vl Q � � Ul Q � C N o_ o (� a � vi U a� = ui U d c vi U v � �i E 16 E `0 E '0 E `� Z � a oT � o� � d oT rv o� � j E a c"i `� � E a c'�i `� �j E a c'�i ` � E c cYi v � a` v� o U a` �n o � a` in o m a` tn o J N N J � � N C C C C 0 C � � J � F � � � � � � � � � � N N d N O � U o Q.> � U o a.> o Q.> U o Q.> `� �� Z Z� � U Z Z� �� Z Z@ � y Z Z� c c �p c �p c c �p c c � Z Z Z Z o- Z Z Z Z Z Z Z a 0 o .� a�i � � a�i .6 a"i � a�i z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m � � a a� � v a� � 0 v o� � a a� Q O � O C Q O c O � � u� m T C� �' m �• � � "' °° �' C� � °° T c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O � U N O � U N O � U � O � �. _ � '° y m . � ia y � . � m d � . � m y � Q -- °: � �' � °' :: � �' ai °' -- :: � �' a � a� -- °: � a � °' ,�,'' �. � a -o � w � v -o T � � v a T w � a -o � N lC '> � �U/ 10 �> � �N �6 �> @ �N 10 �> "�' N a � y U m t O � � � �C1 m r O a � y U m t O � � H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq �. - a E ..d. � E Yi W � 7 y j� ..d. � E N W � 7 y j� ..d. � E N W � 7 O T « � � tq W � 7� T 3 �7 17 3 �3 W 7 A � 3 �3 'i ; N d m m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w 3 N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in d � � E u cn _ ,''� �`o� � � p m �a .�a � d � R � `m m .� � d � � � `m m �� � d � � � m m �� � d � ' � � H• � 't � 3 H• � 't 0 � F• u 't d � U L°' a� ° a, � c> L a a ° d � c� r°' a° d � c�.> � c~a' ° w ^ ? w z O� Q z a o m z O E Q z a o v> z O� Q z a o rn z O� Q z a o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C � � .-. > .� > .--. > .�-. t. N r� N r� N r N N > (0 > N > (6 > N � (0 � N � N � � Z� Z m Z� Z� U Z U Z U Z U Z a N �. .O U N C. � U N �. .� U � �. � U N d N � d ���o �a�o ���o ���o � m� � ma` � md 3 m� m C� m�� m C� m�� N N - N N - N 47 - N� d � � N � � N � � d � d ari� -oLv -ori� �ri� d o c d o� d o� d o� � a �� � a` � '� a � � a � W y� W N� W y� W y� c -o �� c -a �� c -p �u c � �ci � a � y a � � a � �+ a � � � � d � a d � � d � � �o� � o N � o� � o N f6 N l0 N 10 N R d Q>. 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(6 � Q Y�. (6 R G. Y:... C � Q- Y� E O_ U E O. G E G. U � � U o a` v� o o a` �n o o a` in o N a` tn o X N X N X � U N � C � C 0 C � C O � O � O � � � � � � � F � H � F � 0 � � � � F � � Q.> � a.> � Q> > � Q.> `� �, �, z z � �, �, z 'z � �, �, z z @ �, �, z 'z � C C � C C � C C @ C C � Z z Z Z Z Z Z Z Z Z Z Z o � a� a a� .6 °' � a� z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m � m a a� � Q v a� � v o� � a a� Q O � Q O C N O � } O � �' `� 00 �. c� �' cn °° �' c� �' �n °° �' � � cn °° i: c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O � U N O � U N O � U � O � �. _ � � m y rn ia y � o '� � � .. •� � � . Q `-' .-N. � f` N w w f` Ol N N ..�. ,� f` � N N w �' >. � a °i -o � � v -o T � v °� a T °' � a °� � � N lC '> � �U/ 10 �> � �N �6 �> @ �N 10 �> "�' N a � y U m t O � � � �C1 m r O a � y U m t O � � H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq �. - a E ..d. � E Yi W � 7 y j� ..d. � E N W � 7 y j� ..d. � E N W � 7 O T « � � tq W � 7� T 3 �7 17 3 �3 W 7 A � 3 �3 'i ; N d m m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w 3 N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in d � � E u cn _ ,''� �`o� � � p m �a .�a � d � R � `m m .� � d � � � `m m �� � d � � � m m �� � d � ' � � H• � 't � 3 H• � 't 0 � F• u 't d � U L°' a� ° a, � c> L a a ° d � c� r°' a° d � c�.> � c~a' ° w ^ ? w z O� Q z a o m z O E Q z a o v> z O� Q z a o rn z O� Q z a o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C � > .-. > ., > .--. > ..-. �. a� � a� � a� .� a� m > m > m > m > `m � m � `m � `m � � Z� Z m Z� Z� U Z U Z U Z U Z d � �. .� � o �.. � � o �.. .� � o �. � � I� O N N �O d N Oi U1 N Oi d M � � .O � a .O � � .O � � . 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O_ T O_ T Q T .� y � '� � -. .� y � '� y �.. � N 3 W 3 Vi `� � N m 0 m 0 m � m 0 N N N N O > O > O > O > Z � Z � Z � Z � x a x a x a x Q � a z`m d z m d z`m d z`m o c U y z c U � z c U � z c U � z � Q �� Z a�i �� Z a�i £� Z a�i �@ Z a�i o � _ �a U o m U o m U o m U o a� a o � a`. � d � d d n`_ �� r �';� c7� m in m in �o v� m Z m�c E� a`� d' a`� � a� � a`� F O W a� U y O� N � a�i � aCi � N o w' � _ � �� C� o �• C� o c�� C7 0 �� C� a� U U U U c � Q �� Z �� Z w� Z w� Z w Y a � 3 Q F O 3 C � C � C � C � � O = m � m � m � m � � o o y `m c y p c y p c y p c y p a � z ;� ° > � ° > m ° > � ° > � d� O� O� O� O� � � Q � 3 3 �,c�i d:_ � � m:_ = c@i m:_ � � m:_ O LL � - N - N _ � N - t� L � U O O � R .� � .y t0 .� � .� �0 .� � .y t6 � O CI � :, V � V N V A V y V R V N V A V N V 2 p „'aa w U y-o � U �+ a � U y-o w U �+ -o = H Q �N � 0 O �N � O O �y @ � O �y � 0 O � R N a � Vl Q � Ul Q � N o_ oY V a�i � vi U a�i = ui U d � vi U v � �i z m £ �� a� r E �� a� r � �� a� r � �� a� J a oT �� o� � d oT �rv o� C C C .3 R C Y �..• (6 � Q Y �- (6 R G. Y �..• (6 � C �C % E O_ C1 E O. C1 E a. U £ U m � m � m • N a` v� o o a` �n o o a` in o o a` tn o U N X N X � X N � C � C 0 C � C � � O � O � O � � � � � O � � � ? � ? � F � � � Q.> � a.> � Q> � Q.> `� �, �, z z � �, �, z 'z � �, �, z z @ �, �, z 'z � C C � C C � C C @ C C � Z z Z Z Z Z Z Z Z Z Z Z o � a� a a� .6 °' � a� z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m � a a� � v a� � v o� � a a� x o c � o � � o c � o � �' `� 00 �. c� �' cn °° �' c� �' �n °° �' � � cn °° i: c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O � U N O � U N O � U � O � i.� - N � d N. M � d N. � � d d. � � d N. Q fV .-y. � f` N N � � f` Ol N N ..�. ,� f` � N N w �' �. � v °i -o � v -o T � v °� a T `• m v °1 -o � N lC '> � �U/ 10 �> � �N �6 �> @ �N 10 �> "�' N a � y U m t O � � � �C1 m r O a � y U m t O � � H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq �. - a E ..d. � E Yi W � 7 y j� ..d. � E N W � 7 y j� ..d. � E N W � 7 O T « � � tq W � 7� T 3 �7 17 3 �3 W 7 A � 3 �3 'i ; N d m m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w 3 N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in d � � E u cn _ ,''� �`o� � � p m �a .�a � d � R � `m m .� � d � � � `m m �� � d � � � m m �� � d � ' � � H• � 't � 3 H• � 't 0 � F• u 't d � U L°' a� ° a, � c> L a a ° d � c� r°' a° d � c�.> � c~a' ° w ^ ? w z O� Q z a o m z O E Q z a o v> z O� Q z a o rn z O� Q z a o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C � � .-. > .� > .--. > .�-. t. N r� N r� N r N N > (0 > N > (6 > N � (0 � N � N � � Z� Z m Z� Z� V U Z � U Z � U Z V U Z d in �. .� � v� �.. � � in �.. .� � v� �. °' � o � o � o � o � ���o �d�o ���o ���o � m� � ma` � md 3 m� m C� m�� m C� m�� N N - N N - N 47 - N� d � � N � � N � � d � d ari� -oLv -ori� �ri� d o c d o� d o� d o� � a �� � a` � '� a � � a � W y� W N� W y� W y� c -o �� c -a �� c -p �u c � �ci � a � y a � � a � �+ a � � � � d � a d � � d � � �o� � o N � o� � o N f6 N l0 N 10 N R d Q>. O_ T O_ T Q T .� y � '� � -. .� y � '� y �.. � N 3 W 3 Vi `� � N m 0 m 0 m � m 0 i N � N � N � N O - > O - > O - > O - > x� Q`° x� a`° x� a� x� Q`° � a z`m d z m d z`m d z`m o c� y z c� � z c� � z c� y z ia Z o a�i -'' o a"i - o a�i -'' o a�i � J =� a Z �o m n Z 'o m Z �o m n Z �o a Ea o y� a`. �� d �'� d Y� n_ � 10 � ��� c� � m �n � m ui � �o v� � m Z m c E� a� d' a� � a� � a� �' a � c~i Y `o � � aci � � a�i � � a�i � � a�i o w' � _ � �� C� o �• C� o c�� C7 0 �� C� a� U U U U c � Q �� Z �� Z w� Z w� Z w Y a � 3 Q F O 3 C � C � C � C � � O = m � m � m � m � � o o y `m c y p c y p c y p c y p a � z ;� ° > � ° > m ° > � ° > � d� O� O� O� O� � � Q � 3 3 �,c�i d:_ � � m:_ = c@i m:_ � � m:_ O LL � - N - N _ � N - t� L � U O O � R .� � .y t0 .� � .� �0 .� � .y t6 � O CI � :, V � V N V A V y V R V N V A V N V 2 p „'aa w U y-o � U �+ a � U y-o w U �+ -o = H Q �N � 0 O �N � O O �y @ � O �y � 0 O �+ � R C N a � C Vl Q � � Ul Q � C N o_ C C C C z aYi V£ '� a�'i � V E � a`"i aYi V� '� a�i � V� � aNi � a oT �� o� � d oT �rv o� CJ R C Y% U � Q Y�- U R G. Y� U � C �C % � E O_ U � � O. G � � G. U y � U U � d U � d U 3 d U � d C a VJ o C a Vi O C a Vi o C O_ VJ ❑ a� � � a� �i � � � O C O � O C O � H � � � � � H � O � O � O � O � H � � � F � F � o � U � � U a� � U � � U a� > > > > `" � � Z Z � � � Z Z � � � Z Z @ � y Z Z � C C � C C � C C @ C C � Z z Z Z Z Z Z Z Z Z Z Z o � a� a a� .6 °' � a� z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m � a a� � v a� � v o� � a a� F o c � o � � o c � o � �' `� 00 �. c� �' cn °° �' c� �' �n °° �' � � cn °° i: c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O � U N O � U N O � U � O � � _ �° �° d � . � ia y � . °° m d ar . � m y � . Q fV .-y. � f` N N � � f` Ol N N ..�. ,� f` � N N w �' �. � v °i -o � v -o T � v °� a T `• m v °1 -o � N lC '> � �U/ 10 �> � �N �6 �> @ �N 10 �> "�' N a � y U m t O � � � �C1 m r O a � y U m t O � � H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq �. - a E ..d. � E Yi W � 7 y j� ..d. � E N W � 7 y j� ..d. � E N W � 7 O T « � � tq W � 7� T 3 �7 17 3 �3 W 7 A � 3 �3 'i ; N d m m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w 3 N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in d � � E u cn _ ,''� �`o� � � p m �a .�a � d � R � `m m .� � d � � � `m m �� � d � � � m m �� � d � ' � � H• � 't � 3 H• � 't 0 � F• u 't d � U L°' a� ° a, � c> L a a ° d � c� r°' a° d � c�.> � c~a' ° w ^ ? w z O� Q z a o m z O E Q z a o v> z O� Q z a o rn z O� Q z a o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C � � .-. > .� > .--. > .�-. t. N r� N r� N r N N > (0 > N > (6 > N � (0 � N � N � � Z� Z m Z� Z� V U Z � U Z � U Z V U Z d in �. .� � v� �.. � � in �.. .� � v� �. °' � o � o � o � o � ���o �d�o ���o ���o � m� � ma` � md 3 m� m C� m�� m C� m�� N N - N N - N 47 - N� d � � N � � N � � d � d ari� -oLv -ori� �ri� d o c d o� d o� d o� � a �� � a` � '� a � � a � W y� W N� W y� W y� c -o �� c -a �� c -p �u c � �ci � a � y a � � a � �+ a � � � � d � a d � � d � � �o� � o N � o� � o N f6 N l0 N 10 N R d Q>. O_ T O_ T Q T .� y � '� � -. .� y � '� y �.. � N 3 W 3 Vi `� � N m 0 m 0 m � m 0 i N � N � N � N O - > O - > O - > O - > x� Q`° x� a`° x� a� x� Q`° � a z`m d z m d z`m d z`m o c� y z c� � z c� � z c� y z ia Z o a�i —'' o a"i — o a�i —'' o a�i � J =� a Z �o m n Z 'o m Z �o m n Z �o a Ea o y� a`. �� d �'� d Y� n_ � 10 � ��� c� � m �n � m ui � �o v� � m Z m c E� a� d' a� � a� � a� �' a � c~i Y `o � � aci � � a�i � � a�i � � a�i o w' � _ � �� C� o �• C� o c�� C7 0 �� C� a� U U U U c � Q �� Z �� Z w� Z w� Z w Y a � 3 Q F O 3 C � C � C � C � � O = m � m � m � m � � o o y `m c y p c y p c y p c y p a � z ;� ° > � ° > m ° > � ° > � d� O� O� O� O� � � Q � 3 3 �,c�i d:_ � � m:_ = c@i m:_ � � m:_ O LL � - N - N _ � N - t� L � U O O � R .� � .y t0 .� � .� �0 .� � .y t6 � O CI � :, V � V N V A V y V R V N V A V N V 2 p „'aa w U y-o � U �+ a � U y-o w U �+ -o = H Q �N � 0 O �N � O O �y @ � O �y � 0 O �+ � R C N a � C Vl Q � � Ul Q � C N o_ C C C C z aYi V£ '� a�'i � V E � aNi V� �� a�i � V� �� aNi � a oT �� o� � d oT �rv o� CJ R C Y % U � Q Y�- � R fl- Y� U � C �C % � E O_ U � � O. G � � G. U y � U U � d U � d U 3 d U � d C a VJ o C a Vi O a Vi o C O_ VJ ❑ � � U � N N C t� N � C � C d C � C � N � N N � d O � O � O � O � H � � � ~ � F � � > � > > � > � O U U U `" � � Z Z � � � Z Z � � � Z Z @ � y Z Z � C C � C C � C C @ C C � Z z Z Z Z Z Z Z Z Z Z Z o � a� a a� .6 °' � a� z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m � a a� � v a� � v o� � a a� Q O � d O C O � Z O � � u� °° T c� � cn °° `'' � � °° �' � � cn °° T c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O � U N O � U N O � U � O � � - O � � � .. .f0 y � . N 10 ry � . M f0 y � . Q `M-' ay+ � f`• � N M � G f�� OI N � � C1 f�• p� � N � « V f�� � N ,�,'' �. � a -o w � v -o T � � v a T w � a -o � N lC '> � �U/ 10 �> � �N �6 �> @ �N 10 �> "�' N a � y U m t O � � � �C1 m r O a � y U m t O � � H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq �. - a E ..d. � E Yi W � 7 y j� ..d. � E N W � 7 y j� ..d. � E N W � 7 O T « � � tq W � 7� T 3 �7 17 3 �3 W 7 A � 3 �3 'i ; N d m m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w 3 N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in d � � E u cn _ ,''� �`o� � � p m �a .�a � d � R � `m m .� � d � � � `m m �� � d � � � m m �� � d � ' � � H• � 't � 3 H• � 't 0 � F• u 't d � U L°' a� ° a, � c> L a a ° d � c� r°' a° d � c�.> � c~a' ° w ^ ? w z O� Q z a o m z O E Q z a o v> z O� Q z a o rn z O� Q z a o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C � N N N N > .-. > .� > .--. > .�-. t. N .� N .� N ._. N N > (0 > N > (6 > N � (0 � N � N � � Z� Z m Z� Z� V U Z � U Z � U Z V U Z d in �. .� � v� �.. � � in �.. .� � v� �. °' � o � o � o � o � ���o �d�o ���o ���o � m� � ma` � md 3 m� m C� m�� m C� m�� N N - N N - N 47 - N� d � � N � � N � � d � d ari� -oLv -ori� �ri� d o c d o� d o� d o� � a �� � a` � '� a � � a � W y� W N� W y� W y� c -o �� c -a �� c -p �u c � �ci � a � y a � � a � �+ a � � � � d � a d � � d � � �o� � o N � o� � o N f6 N l0 N 10 N R d Q>. O_ T O_ T Q T .� y � '� � -. .� y � '� y �.. � N 3 W 3 Vi `� � N m 0 m 0 m � m 0 i N � N � N � N O - > O - > O - > O - > x� Q`° x� a`° x� a� x� Q`° � a z`m d z m d z`m d z`m o c� y z c� � z c� � z c� y z ia Z o a�i -'' o a"i - o a�i -'' o a�i � J =� a Z �o m n Z 'o m Z �o m n Z �o a Ea o y� a`. �� d �'� d Y� n_ � 10 � ��� c� � m �n � m ui � �o v� � m Z m c E� a� d' a� � a� � a� �' a � c~i Y `o � � aci � � a�i � � a�i � � a�i o w' � _ � �� C� o �• C� o c�� C7 0 �� C� a� U U U U c � Q �� Z �� Z w� Z w� Z w Y a � 3 Q F O 3 C � C � C � C � � O = m � m � m � m � � o o y `m c y p c y p c y p c y p a � z ;� ° > � ° > m ° > � ° > � d� O� O� O� O� � � Q � 3 3 �,c�i d:_ � � m:_ = c@i m:_ � � m:_ O LL � - N - N _ � N - t� L � U O O � R .� � .y t0 .� � .� �0 .� � .y t6 � O CI � :, V � V N V A V y V R V N V A V N V 2 p „'aa w U y-o � U �+ a � U y-o w U �+ -o = H Q �N � 0 O �N � O O �y @ � O �y � 0 O �+ � R C N a � C Vl Q � � Ul Q � C N o_ C C C C z aYi V£ '� a�'i � V E � a`"i aYi V� '� a�i � V� � aNi � a oT �� o� � d oT �rv o� CJ R C Y% U � Q Y�- U R G. Y� U � C �C % � E O_ U � � O. G � � G. 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Q.? Q.? `" � � � z z � � � z z � � � z z @ � � z z � C C � C C � C C @ C C � Z z Z Z Z Z Z Z Z Z Z Z o � a� a a� .6 °' � a� z o 0 0 � o �o 0 0 �o 0 0 �o a m z a` m z � m z a` m z a`. � `m �� m y T m y T m y T m � a a� � v a� � v o� � a a� �yJ O � O C ❑ O � (J O � � u� m T C� �' m �• � � cn m �• C� � � 00 � c� ° y -a � ° y -a � ° d -a � ° y -o � o� o y o� o� C R m C � m C � m C R m O �j i� O � i � O �j L c O �j � � ia d c ia d� m � d c m d c � � m o � � m o � = ia o � = m o .y _ .� � .� � .� � .� � .� � .m � .� � .� C U .� � U .y C U .N C U u� N C R N w � C � N!� y C � N w y C R W w R II. f0 C. 10 16 O. o O > ' O > O > ' O > ' � U � O � U N O � U N O � U � O � i.� - N � d N. M � d N. � � d d. � � d N. Q V .-y. � f` N 7 � � f` Ol N � ..�. ,� f` � N � w �' �. � v °i -o � v -o T � v °� a T `• m v °1 -o � N lC '> � �U/ 10 �> � �N �6 �> @ �N 10 �> "�' N a � y U m t O � � � �C1 m r O a � y U m t O � � H I7 m t O j� w " O �6 y U O t6 y U O �0 y U O t6 y U r N � m t�.1 U Q- � N N � m 1�.1 U fl- � d y � m (�.1 :.1 � Oy7 y � m V U C- � y f' � N R UJ Q N fb f/i Q u1 10 Vi lq R !/I fq �. - a E ..d. � E Yi W � 7 y j� ..d. � E N W � 7 y j� ..d. � E N W � 7 O T « � � tq W � 7� T 3 �7 17 3 �3 W 7 A � 3 �3 'i ; N d m m c otS ` � c w y c af ` u c w ` c atS ` � c w y c otS ` � c w .:. � w 3 N d H c•L � �� d F c•` _, � y a, H c•� ._ 3� d H c•y � = I. � m d � in E � in d a y E u in d � � E u in d � � E u cn _ ,''� �`o� � � p m �a .�a � d � R � `m m .� � d � � � `m m �� � d � � � m m �� � d � ' � � H• � 't � 3 H• � 't 0 � F• u 't d � U L°' a� ° a, � c> L a a ° d � c� r°' a° d � c�.> � c~a' ° w ^ ? w z O� Q z a o m z O E Q z a o v> z O� Q z a o rn z O� Q z a o '�~� � � � � � /�. vi � w w � f" 'fI C C C C :/ � w � � -_ _ O Q Q 7 Q a J Q a 7 Q Q 7 2 Z Z z Z z Z Z 0 0 0 0 C C C C M N N N N > .-. > .� > .--. > .�-. t. 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This portion of the I-77 HOT Lanes project is the Central section (I-5405) in Mecklenburg County. The Central section begins on I-77 at Cindy Lane traveling north along I-77 and ending north of Catawba Avenue. The existing facility will be widened to the median and/or to the outside in order to accommodate the additional lanes and proposed noise barriers. Proposed roadway modifications were designed with respect to minimizing environmental impacts to the maximum extent practicable. Where the corridor allowed, the proposed improvements were shifted away from jurisdictional streams and wetlands to avoid impacts. Retaining walls were implemented in some locations to avoid expanding the roadway footprint into jurisdictional areas. The side slopes in fill areas were steepened to minimize any impacts to jurisdictional features. In areas having existing wide medians, the work was performed in the median area which minimizes any construction activities outside of the existing roadway shoulders. By not increasing the overall footprint of the existing roadway where possible, impending impacts to jurisdictional areas were minimized. Best Management Practices will be utilized to reduce the environmental impacts and promote water quality both during construction and post-construction. Most roadway improvements were designed to have open shoulder typical sections and any proposed fill or cut areas will be stabilized preferably with grass upon completion. These grassed shoulders will serve as a filter strip as roadway water sheet flows from the facility. Where practicable, grass swales and grass roadway ditches will collect roadway storm water along the project and convey it to existing discharge points. The swales will be designed to have non-erosive velocities and will be stabilized with grass. Where high velocities prevent the use of grass swales, ditches will be stabilized by the placement of rip rap or permanent soil reinforcement matting. In some locations, the use of preformed scour holes were implemented. This approach allowed for the runoff velocities and erosion to be kept minimal prior to discharging into jurisdictional waters. Existing storm drainage systems and cross culverts will be utilized and retained if possible to collect and convey storm water. Using the existing systems will maintain existing drainage patterns and minimize additional discharge points that will require stabilization along the corridor. Any new proposed pipe outlets will be properly stabilized with geotextile fabric and rip rap to reduce velocities and erosion. New outlet pipes will discharge as far away from jurisdictional features as possible. Any reinforced concrete box culverts that need to be extended will be carefully constructed in dry conditions, where feasible, using impervious dikes, etc. to minimize siltation and turbidity within the stream. Rip rap will be placed along the stream bank at new culvert outlets for permanent bank stabilization, where necessary. Grassed swales carrying storm water to jurisdictional streams will have stabilized outfalls to jurisdictional streams to prevent erosion. Rip rap placement in the bed of jurisdictional streams will be limited to the minimum amounts necessary to stabilize the channel. �z � a � 6 � � � S c � � O ZN 3� � O 00 �� �w w c = W N d. � �� � � � � �� � ��- � � � �-a :- `-! � �� Vi� �� � � �� � � � �� W�� �1\/ O �j V W � W � � � ti � O � � Z � � o� w°z � �� O ri, F. 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