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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
� .
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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�
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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
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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
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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
�
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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.
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Central Section SMP Narrative
The I-77 High Occupancy Toll (HOT) Lanes P3 Project involves widening the existing facility by adding
HOT Lanes to help alleviate congestion and provide additional capacity for growing communities. 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.
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