20120285_General Correspondence_20100120

SPECIAL CONDTTIONS
SAW-2009-00876
WORK LIMITS
a. Failure to institute and cany out the details of the following special conditions below will
resuk in a directive to cease all ongoing and permitted wark within waters of the United States,
including wetlands, associated with the pemutted project, or such other remedies andlor fines as
the U.S. Arxny Corps of Engineers District Commander or his authorized representaUves may
seek.
b. Except as authorized by this permit or any USACE approved modification to this permit, no
excavation, fill or mechanized land-clearing activities sha11 take place at any rime in the
construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
c. Except as specified in the plans attached to this pennit, no excavation, fill or mechanized
land-clearing activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within waters or
wetlands ar to reduce the reach of waters or wetlands.
d. Temporary fills must be removed in their entirety and the affected areas returned to pre-
construction elevations. The affected areas must be revegetated, as appropriate.
e. The Pernuttee shall not commence any activity, including but not limited to, clearing,
grubbing, excavation, filling of any stream or wetland, or rerouting of any stream channel until
such time that the District Engineer has been provided a copy of a final design for Sections A
(Monroe Connector), B(US 601 to Austin Chaney Road), or C(Austin Chaney Road to end of
project at US 74) of the Monroe Connector/Bypass and the permittee has received written
approval from the District Engineer that such work may commence.
£ To ensure that a11 borrow and waste activities occur on high ground and do not result in the
degradation of adjacent wetlands and streams, except as authorized by this permit, the permittee
shall require its contractors and/or agents to ideniify all areas to be used to borrow material, or to
dispose of dredged, fill, or waste material. The permittee shall provide the USACE with
appropriate maps indicating the locations of proposed bonow or waste sites as soon as the
permittee has that information. The permittee will coordinate with the USACE before approving
any borrow or waste sites that are within 400 feet of any streams or wetlands. All jurisdictional
wetland lines on bonow and waste sites shall be verified by the Corps of Engineers and shown
on the approved reclamation plans. The permittee shall ensure that a11 such areas comply with

Special Condition (b) of this permit, and shall require and maintain documentation of the
location and chazacteristics of all bonow and disposal sites associated with this project. This
information will include data regarding soils, vegetation and hydrology sufficient to cleazly
demonstrate compliance with the Special Condition (b). All information will be available to the
USACE upon request. NCDOT sha11 require its contractors to complete and execute reclamation
plans for each waste and borrow site and provide written documentafion that the reclamation
plans have been implemented and all work is completed. This documentation will be provided tc
the Corps of Engineers within 30 days of the completion of the reclamation work.
g. The pernuttee shall install barrier fencing around all wetlands that are not to be disturbed to
make them readily visible and prevent construction equipment from inadvertenUy entering or
disturbing these areas.
h. All authorized culverts will be installed to allow the passage of low stream flows and the
continued movement of fish and other aquatic life as well as to prevent headcutking of the
streambed. For all box culverts and for pipes greater than 48 inches in diameter, the bottom of
the pipe will be buried at least one foot below the bed of the stream unless burial would be
impractical and the Corps of Engineers has waived this requirement. For culverts 48 inches in
diameter or smaller, the bottom of the pipe must be buried below the bed of the stream to a depth
equal to or greater than 20 percent of the diameter of the culvert. Design and placement of
culverts and other structures including temporary erosion control measures shall not be
conducted in a manner that may result in disequilibrium of wetlands or streambeds or banks,
adjacent to, upstream or downstream of the structures. In order to allow for the continued
movement of bed load and aquatic organisms, existing stream channel widths and depths will be
maintained at the inlet and outlet ends of culverts. Riprap arxnoring of streams at culvert inlets
and outlets shall be miniinized above the ordinary high water elevation in favor of
bioengineering techniques such as bank sloping, erosion control matting and revegetation with
deep-rooted, woody plants.
i. The permittee will ensure that the final design far the project will contain a median width of
not greater than 46-feet.
I:i�l1/:1 �77II_\�.�L.
j. In accordance with 33 U.S.C. 1341(d), all conditions of the North Cazolina Division of Water
Quality 401 Water Quality Certification No. 3845 Dated December 22, 2010 are hereby
incorporated as special condirions of this permit.
k. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleuxn products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at 1(800) 858- 0368
and provisions of the North Carolina Oil Pollution and Hazazdous Substances Control Act will
be followed.
- 2 -

L The permittee shall employ all sedimentation and erosion control measures necessazy to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This sha11 include, but is not limited to, the unmediate installation of silt fencing or similar
appropriate devices around a11 areas subj ect to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
m. Pernuttee shall provide the cemetery delineation plan for Fowler/Hasty/Secrest cemetery
(Site 31UN351) as well as any plan detailing removal of the burials will be submitted to, and
approved by, the State Historic Preservation Office prior to any ground disturbing activities in
areas suspected to contain marked or unxnarked graves.
n. If any construction staging, storage, refixeling, borrow pit, or spoil areas are chosen within the
Goose Creek or Sixmile Creek watersheds, the permittee shall coordinate with NC DOT Division
Environmental officer (or designee) and a representative from the US Fish and Wildlife Service
and the contractar to develop Best Management Practices for each site to avoid and or minimize
the potential for adverse effects resulting from such activity.
o. The permittee shall either preserve or manage two known populations of Schweinitz's
sunflower (EO#77and ESI#1) on-site or relocate populations to a local prairie preserve if
unavoidable impacts are expected to result from this project.
MITIGATION
p. Prior to commencing any work on the project, as defined by special condition (e), above, the
permittee shall provide a final mitigation plan, as approved by the District Engineer, for any on-
site mitigation proposed by the permittee, or, in the event on-site mitigation opportunities are
found to be not available to the pemuttee, he sha11 provide documentation of this to the District
Engineer prior to commencing any work on the project
q. Compensatory mitigation for the unavoidable impacts to 23,083 lf of warm-water stream and
810 acres of riparian wetlands associated with the proposed project shall be provided by the
Ecosystem Enhancement Program (EEP), as outlined in the letter dated June 24, 2010 from
William D. Gilmore, EEP Director. Pursuant to the In-Lieu-Fee Instrument signed July 28,
2010 between the State of North Carolina, Ecosystem Enhancement Program and the US Army
Corps of Engineers the EEP will provide 46,166 lf of restoration equivalent warm-water stream
and 16.20 acres of riparian wetlands in the Yadkin River Basin, (Hydrologic Cataloging Unit
03040105) in accordance with Section F of the instnunent. For wetlands, a minimum of 1:1
(impact to mitigation) must be in the form of wetland restoration
ENFORCEMENT
r. Violations of these conditions or violations of Section 404 of the Clean Water must be reported
in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the
pernuttee's discovery of the violation.
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PROJECT MAINTENANCE
s. The permittee shall schedule an environmental preconstruction meeting between its
representatives, the contractor's representatives, and the USACE Asheville Regulatory Field Office
NCDOT Regulatory Project Manager, prior to any work within jurisdictional waters and wetlands to
ensure that there is a mutual understanding of all of the terms and conditions contained within this
Department of the Arn�y Permit. The permittee shall schedule the environxnental preconstruction
meeting for a time when the USACE and North Cazolina Division of Water Quality (NCDWQ)
Project Managers can attend. The permittee shall invite the USACE and NCDWQ Project Managers
a minunum of four weeks in advance of the scheduled meeting in order to provide those individuals
with ample opportuuity to schedule and participate in the required meeting.
t. The permittee shall prevent live or fresh concrete from coming into contact with any surface
waters until the concrete has hardened and cured.
u. During the clearing pk�se of the project, heavy equipment shall not be operated in surface waters
or stream channels. All temporary diversion channels and stream crossings shall be constructed of
non-erodable materials. Grubbing of riparian vegetation adjacent to stream channels will not occur
until unmediately before construction begins on a given segment of stream channel.
v. The permittee shall adhere to the NC Department of Transportation's Design Standards in
Sensitive Watersheds for implemenring erosion and sediment control BMPs along the entire project.
w. Final design will incorporate hazardous spill basins along the project corridor within the
designated hazardous spill basin azea associated with Lake Twitty.
x. The permittee shall advise the Corps in writing prior to beginning the work authorized by this
perxnit and again upon completion of the work authorized by this permit.
y. Unless otherwise authorized by this perxnit, all fill material placed in waters or wetlands shall
be generated from an upland source and will be clean and free of any pollutants except in trace
quantities. Meta1 products, organic materials (including debris from land cleazing activities), or
unsightly debris will not be used.
z. The pemuttee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this perxnit, including a11 conditions, shall be
available at the project site during construction and maintenance of this project
aa. The permittee shall remove a11 sed'unent and erosion control measures placed in wetlands or
waters, and shall restore natural grade in those areas, prior to project completion.
bb. The permittee, upon receipt of a notice of revocation of this pernut or upon its expiration
before completion of the work will, without expense to the United States and in such time and
manner as the Secretary of the Army or his authorized representative may direct, restore the
water or wetland to its pre-project condition.
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��;
.--�.. �
������
North Carolina Department of Envirotul�ent and Nacural Resources
Be��erly Geves Perdue
Govcrnc�r
Mr. Steve UeV✓itt, P.I.i.
North Cxrolina "t'urnpike Aulhority
1578 Mail Service Ccnter
Italeigh, Norlh Carolina, 2769I-1578
Division of �Vater Qu�lity
Coleen Fl. Sullins
Direc[or
Decentber22,2U10
Dee ll�ecmnn
Secretary
,
���r� � �. _ �-
Sub,ject: 4U1 Wsjter Qu:itity Certification Pui•s�i:tnt to Section 40I of'the Fedcral Cle�n Watcr Act witli
Additim�al Couditions fm• tl�e Proposed Constructiun uf the Munrae Connectur/13,ypass Toll Road
front US 74 ue:+r 1-485 in Souttieasiern Mecklenbnrg County to U5 74 in the Area 13et��•ecn the
'fowns of Wing;Rle and M�rshville in Uuion Connty, STIP R-3329 and 12-2�59, Section R-255)C,
NCll4VQ 1'roject No. 2UO2-UG72
Dcar Mr. DeWitt;
Attached hercto is a copy oPCerlificatinn No. 3845 issued to "I'he Norlh Carolina Turnpike Authorif�� (NCTA) dated
Ucceinber 22, 2010.
1 f���e cnn be of further assistance, do noY hesitat'e to confact us.
Attachmcncs
cc: 51rah Flair, US Army Curps of' Gnbineers, Asheville I'ie.ld Office
Chris Militscher, Enviromnentll Ptrotec�ion Agency (electronic copy only)
Mar(a Chatnbers, NC Wildlife Resources Cammission (clectronic copy onlyj
Marella [3uncick, US t�ish and N�iIdliPe,Service (elec�ronic copy only)
Willi�m Gilmore, EcosysCem EnhancemenYProgrtun
Pully Lcspinasse, NCDWQ.Mooresville Rcgional O£fice
Brian Wrenn, NCDWQ Transportt�Cion Pennilting Unit
Fi le Copy , .
Mooresville Regional Office
�ocation: 610 Eas� Center Ave., Suile 301 Mooresville, NC 26115
Phone: [phone] Faz: (7U4) 6ES-G040 \ Cuslomer Service:l-677$2�-67A6
IniemeC. hpp:llpodal.ncdenr.orglweblwq
An Equal Opporlunily l At(✓m21'�ve Acliun Fmployer - 50°4 RecycledliDY Posl Consumer paper
C)OC
NorthCarolina
�tl�rirrr�<zll�

401 Water C�u:tiity Certilicalian 1'�trsuant to Section 401 of the Reder:il Clexn Water Act with AllUL7'IONAL
CONDITIONS •
. �
THIS CERTIf'1CA'CION is issued in con(i�rmity �vith the requirements of Section 401 Yublic La�a�s 92-500 and 95-217
of [he United SYates ind subjecl to the Norfh Carolina Di��ision of N�ater Quality (NCUWQ) Regul�tions in 15 NCAC 2H
0500. 'I�his cerlification �ulhorizes theNCTn lo permanenQy impac[ I8,(SR linear fcel ofjurisdictional sU'eams, 7.(6
acres ofjurisdictional wetlands, :mii 3.12 acaes of surfaee �e��ters (ponds) in Mecklenburg and Union Counties. 'llie
prvject shall be cons(ructetl pursunnt tothe application received $cp[ember 9, 2010, and additional inf'ormalion reccived
elecfrqnically November I, November R, ttnd Uecember 1, 2U1 q. 'fhe nuthorizecl imp,•icts aro as described belaw;
Sh•cam Lnpacts in the Yadkin Rivcrl3asin
R-2559C
rvt:�N in 'P�'''"�"�"r r�u n� Tcmpornry Pill in Pm mnncul �ill in Tempor:vy �ilbin Tolal Strcam Strcam DnpactS
No. Intermittent Shroam intcrrni�tent Pcremii:d $tream Ncreiini:d Stream inqrart RequiringNli�igalion.
linear R" S6'cam linenr tt linenr ff * linear ft lincar 1't finu�r ff
S I56a, b ' ' 283(a), db6(b) 4D 789 �q9
S157a 13� 10 145 0
5158 ?II 20 331 311
StGlt�,b 538(��),ISG(b) 30 i5A 724
S1G9a,6 2i(u),22>(b) 20 ?70 25U
SX1G2z 303 ' 20 323 303
'fot:d t,1b21f � � t,3101f � - 'a401f� �.. 2,Gt211' . .Z,J371f � .
Tufal S4�e=�m Impacts liir 1'roject 6ectionR-2559C: 2,G12 linexr fceY
Sh•enm Impaclx in the Yadkin 12ivcr13asin
I2-3329 and 12-2559
n7ap ID Permaaenl P'iii in T'empornr,y Fill in Pernronent fiil in 1'emjiornry Fi�l�in Tofal StreAm Stream Im�>acts .�
, No. [ntcr�uittentStrenm InYei+init[ent� PerennialSh�cam Perenni:dStream Implict Requiring�lifigetion
� linenr tt ° Stream (linenr ft line;v ff `� �� linear ft �(linesr'fl linear ft �
S006h � 311 311 311
ti007 T � 175 175 175
SQ146,c. � 222(l,),7A(c), � .
d� c _ ?a21d1. 2G(c 564 5GA
SOliu,b 21(��), 17(N) — — 38 0
� SOIGx 207 207 '2U7
S017a. b, 34R(a), 63(b),
c, d, e 304(c , 94 A), 4 c) 813 8l3
- SQIR � 28 � 28 0,�.
SU19 Ifi7 183 183
S(l2Rh,c 4(b), 249(c) � 253 253
5631a,a � IGO(ai) 34J(c) 5�9 544)
ti034 � 37d � 374 374
S�36 9 � 9 � 0
SU37c,d . 2d7(c), 291(cll 538 538
S038a,b 2la? � 337@} J39 339

__SU39c -- _._.__ ---- ____a9(_—__—_ . #9(i____--496 ._'_
--SO43 �_ L 16 - — -- — � . . — --------- --- — (i 16 � G 16 �
--SOS?7 l,?57 — -- -- 1.2i7 I.?S7
SU53 4G � 4G U —�
SOSS 3G2 362 3G2
Sp58c � 111 111 0
SOG4c 46 46 0
5(1G36.c — -- . 529(b), 7)(c) G08 GOR
S0G9 , ij9 � 3i9 359
ti07Db � 370 37Q 37O
5071 327 ' 323 323
ti07G �— — — 417 417 417
S078a; d 25?t��) 131(d) � 383 383
$p80u, b 153(et}, 571(k�) 72a 72d
SORIa — — — I?1 127 0
-- Si14! 305 305 3D5
S083n RI N1 0
ti0R4hi 3til 361 3GI
S092b 87 ---- ' 87 0
SU93n,6 13(i(nl 7t(b) � 207 2U7
S09A 53G 53( S3G
SO15a,b 124(n), 235(b) . 3>9 359
Sp9G —' �,4 — --- ------ — 64 0
S 1026 '---� 39S ----�-- — -- � . i 395 ' .195
ti103a,b --------- '— 21D(a),?03(b) 413 413
SIO(i 34R 348 34R
S I URa, b i2(a) — — 22U(b) 272 ?72
S114a 192 192 192
SIdOf 99d 994 99A
SIAS, 770(tilAS), --
SX14iz. 77(5aIA5) _ 787 787
--SXiU4 IS) 159 159
7btal 7,9171f &,2G91t � I4,IR61( 15,5491f
InNude.x impncts asvoclaicd rrlih a d0 fool zune on rilher sido of Ibe consh�uefiun limiislm� ibe projcct.
Tutal Strcam Impacts fcrr 1'roject Sections R-3329 and I2-2559: 16,186 tiuear feet

Welland Lupacts in tl�e Yadlcin River I3�sin
� (Rireritie/Non-Riverinc)
Ii-2559C
� I�ill/Clc:iring Impacts 7'empor:u•y Im�acts 7'Mnl �VetlanJ Wetlnncl lmpacts
�tap lU No. (��c) ��� Im �c[ ac Re uirin R4ifi rtiun m
� ) P• (' ) 9 K F% ( ? ,
�
W 167 1.69 (cle;u•ing onl}�) 1.69 _ 0
W 17?a 0.04 (fill �nd cicaring) U.04 OA4
W 173 0.28 (fill and clearing) 0.28 0.28
W 174 O.U7 (fill and clearing) 0.07 0.07
W 176 0.94 (Gil and clearing) 0.94 0.94
W 177 OA2 (fill and clearing) 0.02 0.02
W 19U 0.05 (fill �nd cle�ring) 0,05 0.05
W 196 U.06 (fill and cle�ving) 0.06 O.U6
W2�1 0.02 (till and olearing) UA2 OA2
WX805 O.OG ((ill and dearin�j OA6 OA6
WX811 �.02 (fill and clearing) 0.02 0.02
WX824 0.02 (fill and clearing) �.02 0.02
Total 1.SS :icres ' LG9 acres 3S7 ucres . 1.58 acres
Totat Wetiand Impricts for Pruject Sectim� R-2559C: 3.27 xcres
Wetlaud Impnets in thc Y.�dkin River 13xsin
(Rivcrinc/No n-Rivcrine)
R-3329 and R-2S59
111ap ID No. �ilVCle:iring Impacts Tempurnvy impacfs 'i'otal 1VC0and �Yelland 6npncts Reqniring
(nc)K (nc) hupa�ct (ac)k Mitig.�tion (ac)'
WO10 0.16 (fiIl ,�nd clearing) OJ 6 OJ6
bV017 0:>0 (fill �nd clearing) � 0:20 0.20
W019 U.06 (till and clearing) O.U6 OA6
W022b 0.23 (fill and cle�iring) 0.23 0.23
WU24 0.07(clearingonly) O.U7 U.07
W025 U.12 (fill only) 0.12 0.12
WU32 0.1 I(fill and clearing) 0.11 0.1 I
W075 0.01 (clearing only) 0.01 OAI
WU76 0.02 (clearin� onty) Q�2 d.02
-- WU81 --- 0.09 (fill only) . -- -- D.OJ 0.09
W082 0.02 (fill only) 0.02 0.02
W086 ?.98 (till and clearing) 2.98 2.96
� W0I9 0.07 (till 1nd clearing) --- O.U7 0.07
V✓100 U.01 (clearingonly) 0.01 Q01
-- W 101 U.12 (fill and cle�tring) 0.12 0.12
W 102 0.�9 �fill .uid clearin�) O.Oc) OA9
W 104 O.SR (fill and clearing) 0.58 0.58
-- .:.:.

W 107 0.05 (Iill ai}d dearin�) 0.05 0.05
W 1 I I --0.05 ((ill and cicaring)--- - . O.US 0.05
W I 12 � 0,21 (fill and ciearing) ---- 0.21 0.21 ---,
W 139 0.05 (fill only) 0.05 0.05
W140 0.01(fillonly} O.U1 0.01
W I S3 O.US (fill snd dearing) 0.05 QOS
WJ:207 '-- 0.1 I(fill and dearing) 0.1 l 0.1 1
WXSOb 0.45 (fill and clearing) 0.45 Q45
- V✓XSO6 . 0.01 (fill and clearing) 0:01 0.01
WXS08 0.03 (fill xnd cicuring) 0.03 0.(13
N�Y.S 12 0.04 (fill �nd clearing) O.U4 O.Q4
4'��X816 0.01 (till and clearingl Q,OI 0,01
\�JX&22 O.U7 (1'ill 1nd clearing) 0.07 - 0.07
'i'otail C.03 acres 6.U8 acres 6.O$ aicres
f ue.ludes impacts assoriatcd r�'il6 ;� JO fonl znne nn cilhrr si�Ic of the cunstruclio�� limils for Ihr projecl.
'�Yrlland acrcaRe imparl nmomds Uare bra•n rouuArd In I/IUII uf:ui aerc.
"Cut:tl WclLuid Lnpacls !'ur i'roject Sectiuns 12-3329:�nd R-2559: G.476 acres
Totai Open N'aler Tmpacts for Projecl Sections R-3329 and R-2559: 2.549 .�cres
Open Wafcr (1'onds) in tlie Yadkin River I3.isin
R-2559C
11:�p ID Ru. Perm:ment 1'ill in Oprn 1\'aters 'fc�mpuru�y I'ill in Open \Vnters 'fotod Fill in Open 11';�ters
� (nc) (nc) � (3rc) .
P(Ob 0.56 ((ill and clearing} 0.5(
Total : O..SG �cres ; O.SG acres
Toiai C)pen W:iter Impacts for Pruject Section R-2S5)C: 0.56 acres
Open \���tcr (PunJs) in thc Yadlcin River 13asin
12-3329 rnd It-255)
NLip ID No. Permancnt Fill in Upen W�tcrs Tenipornry Fill in Open N�aters Totnl Fill in Opcu R'atrrs
(1iC�'�` �OC� ����:
� c�-� - o.o� �en �>�,iy) o.o� ��
-- �>>o ` - -o.o�(tiir��„iy> o.o�
---- P23 -- OJ2 {fill and cicariizg) 0.12
--- p41 - -- 0.O5 (clearing only) 0.05
p42b --- 0.02 (clearing only) _ OA2 _

P43 ---- -- 1.09 (flll and cle�iring) I.U9
_—.— P48 --, 0.05 (clearing) � - 0.05
Y49 0.83 (fill ancl clearing) � 0.83 �
I'X69 0.17 (fill 9nd clenring) 0.17
PX75 0.09 (fill and clearing) 0.09
Tuttd 2.56 acres 2.56 acres
h�clndes inqiilcts associnleJ wit6 ;� JO fuui rniie on cilber side ol' Il�r eunslrnclion limits fur the prujecl.
"Pond ncrengc impacl nniquulv hn�n c�ui rnwWCd Iu 1/100 ol'an :iere.
"Puial Open Waler Impacts 1'm• Pruject Sectious R-332) and R-255): 2.56 acres
'I'he npplication provides eidequate �ssuruncc that the disch�rge oFfill material into the ���a�en of the Yadkin River Basin
and associated wctlands, in conjunction with the proposed develi>piiient will not resuit in n violation of applicable W1tcr
Qualiry Stanci�rds �nd dischlrge guidelines. 'I'heref'ore, the Stnte of North Carolina eertifies that this activiq� will nat
violate the applicuble portions of Sect.ions 301, 302, 303, 3Q6, 307 of PL 92-500 and PL 95-217 if conducted in
accordance ���ilh U7e applic��tion and condilions hercinafter set 1'orth.
"1'his approval is only v�llid for the purpose and design lhat you submilted in your application daled Augus( 31, 2010, �ncl
reccivcd Septembcr 9, 2U10, with ncldilion.tl infonnition submitted elecd•onically on November I, November 8, and
17ecember I, 2010. Should your projecf change, you are required to notify� the NCUWQ and submit a ne�+� application. If
the property is solcl, the new owner must be given a copy of this Ccrtiiication and lpproval Ictter, and is thereby
responsible for complyin6 with nll the conditions. Ifnny additional w�etland impacts, or streum impaects, for this project
(now or in th� future) excesd one �crc. or I50 lineer feet, respecti��ely; adclitional compensatory mi[igalion may be
rcquired as described in 15A NCAC 2H A50G (h) (6) and (7). For this approval to remain vali�l, you �re reyuired to
L'OI11pIy N'll�l AII N1C COI7CIIil01iS IIS�CCI VCION'. IIl 2CIC�IIIGII� you should oblain all other federnl, state or local pennits before
proceecling with your project including (but not limitcd lo) Sediment and Erasiao cantrol, Coast�l Storm�vatcr, Non-
clischarge and Wafer Supply �vatershed regulations. 'I'his Certification shall expire on t.he same day as ihe expiredion date
of the corresponding t;oips of L•ngineers P�rmit.
Conililions ol' Ccrtificaliuiu
'1'his certiticalion does not aulhorize consh•uction of the project. Authoriration for coiistructiai shall be granted
when revised design plans for R-2559C and final design ptans for the i�emaining sections of R-2559 and R-3329
�re received, and approved by NCUV,�Q, Please be advised thaf �vhen revised design plans Tre completed for R-
25S)C and [in��l design plams for tlie remlining sections of It•2559, and It-3329, modificntions to ihe 4U1 Water
Quality Cerliiicatioii shalf be submiltcd with five copies and fees to the NC Division of Waler Quality. Itevised
.md final designs shal) reflecl �II appropriate �rvoidancc, minimiration, rcvisedjarisdictional impact tables and
mitig�tion for impeicts to weU.ends, sh�exms, �nd ofher sw•face waters.
No construction activilics that impact any �i'efltmds; streams, or surfiice waters located within any porCion of'
Sections R-2559 or R-3329 s6all begin unlil af�er the pennittee appiies for, and receives a written modification of
this 401 Water Quality Ceilificalion from the NCDWQ.
2. The NC'T'A shall construct haznrdous spill basins along the project corridor �l stream crossings located wilhin the
L1ke'I'�victy �vatersfied xs per the corrimitment in the Record of Decision (ROU) dated August 2010.
3. Coia�pensatory Ij}IU�eIUCIIT �OI' I ��R86 line�r;f�et of impact to streams is requircii. \4�e undcrstancl fhat the Nocth
Carolin� Gcosystem Einhanccmcnt Program (GEP) has agrecd to implemenl lhe streant mitig�tion for thc project.
EEY lias indicatetl in x Icttcr dated June 24, 201Q that they will assume respunsibility f'or satisfying the federz�l
Clean ���ater Acl cony�ensatory mitigalion requiremenls for the above-referenced projecl, in accordance �+�ith fhe
'['ri-Party MOA signed on July 22, 2003 �nd thc Dual-P�rty MOA sigired on April 12, 2004.

However, xs �er tl�e np�rlicetiou submilted by tl�e NC'I'A, t6c NCTA wip e��athFale the fc[�sibifit,y o(
�� iiTiplenEC��itiiig s�re;�m C+nlzanecment �n•ojec(s at four (4) sites identified by �fE�¢ NC'I'A's cunsult�int in ,
'',lanuury 2U10. Prior fo the iuitiation af tmy stream empacCS, the NC7'A must aciequ�tely demmistr;de fl�at
the stream cnitancement opportunitics ideEitifietl by lhe consult�nt !un-e been fully investigated. Tliis sh�ill
indi�de t6c submission of tlic feasibilily studics to NCDWQ fur rericFV and app�-uvxl.
4. Canpensatory mitigtiGon for 7.GG acres oP impacfs to welJands is required. We undecctand that you have chosen
to perfonn compensatory miligation f'or imp��cts to welltmds tfirough lhe North Carolina Gc�system
Enhanceinent Program (liGl'), and that the f:I�P has aorced tu implcment die initigation for the projccl. IiGP lils
indicated in a I�tter dated June 2A, 2010, that they i��ill assume respansibilily for satislying the federtd Clean
4Vater Act compeiisalorV mitigation rcquirements fot the aUove-refcrenced project, in accordance iviYh the'i'ri-
Parl}� MOA signed on luly 22, 20U3 and the Dual-Pa�•ty MOA signed bn April 12, 2004
5, Tl�e permittce shall use Desi��n Standards in Se�esiline {1'alersketl.s (15A NCAC 4I3.0124(1)-(c)� througliout
fhe projecl. Flowevcr, due lo ihe sir� of the prqjcct, NCTA shall nol be rcc�uireci to rnect I SA NCAC 413
.0124(a) regarding the mciximum amount uf uncovercd acres. 'f'emporary covcr (avheat, milict, or similm nnnual
grain) or permanent hcrbaceous cuver shall be plante.ci on all b.tre soil will�in I S business d�iys of �,round
disturbing ticlivities lo pr���ide long ferm crosion control.
6. 'fall fescue shall not be usccl in the estaUlishment of Icmporary or permanent groundcover �aithin riparian areas.
�or ihc cstablishtnenl of permanent lierbaceous covcr, erosion con[rol matfing zht�Il be used in conjunciion wiih
apprropriate sceiling on disturbed soils within Che riptu-ian nrea �mc� on disturbed stecp slopcs
7. All porfions of thc proposed projcc� draining to 30�(d) lis(cd watersheds th.tt are impairccl due to biological
criteria exeecdances shall not discharge stormwater directfy lo surface walers. Storm�a�ater shall be treated using
appropriate bcst nranagement practices (c.g., vegetated convvy�nces, cons0ucted �a�ellands, deteniion ponds, etc.)
prior to dischar�in� to surl�ce sv�lcrs.
R. If an�� construction staging, storage, refueling, borrow pit or spoil arcas are chnscn �vithin the Goose Creek or
Sixmile Creek 4vatersheds, NC'fA's represenlz�tives tivill caordin�ite with th� NCUQ�I' Lnvironmental qf(iccr aind
the U.S, I'ish and �4�ildlife Servicc to dcvelop l3MPs fi>r each sile to avoid and minimitc potenlial �dversc
e(fccts. Addilionally, the NC"I'A's represenlalivcs shaU coordinale with NCUWQ for activities located wititin
the Goose Creek walcrshecl to ensum compliancc �+�ith the Goose C?rce.ic 13uffer Rules, C�rtain aclivities bcatecl
�vithin the Gc�ose Cceel< �valershvd inay require a modification (o the permit and subscquenf ripwrinn bidTer
miligation.
9. Unless olherwise a�pproved in this certif ication, rlacement of cuh�ertsaiid oth�r s`tructtu'cs in open w.�lers and
streams shali be placed bclow the clevation of the surambcd by ooe foot for all culvcrls with a diameter �;re�ter
than 48 inches, nnd 20 percent of the cuh-crt diameter I'or culverfs having a diameier Iess than 48 incltes, to allo4v
low flo�v passagc of watcr and aquatic lifc. Dcsign and placrment c>fculverts and other titruch�res inciu�ling
temporary erosion conU•ul mcasures sltixll not be conductecl in a manner that m�y resull in dis-equilibriwn of
weYlai�ds or su�cambcds or banks, adjacent to a' upstream and down stream ofthe above struclures. "I'ho a�pplicant
is required to pro��ide c��idence tha[ thc equilibrium is bein� m�intained iflequ�stcd in writing by NCD\VQ. If
this candi[iun is unahle to bc mei due to bedroc k ur olher limitin� fcan�res enc�untered durin�; cunstruclion,
please contact NCDWQ Por guidance on how to proceed and to cielcrmine whether or not a permit modificafion
will bc required.
I0. Floodplain benches, �vhc;re proposed for consU'iiction lo mnintain the ecisling slrenm dimension, sh�ll be
coiistructed as depictcd in lhe revised drawin�;s received clectronic.il ly on Novcmber 16, 2Q 10. _
, , ,
I 1. If conciete is used during construclion, tt dry work:irca sh��ll be maiintained to pre�rent direct ca�ntact bet�vecn
curing concrete tind siream �valcr. Wafer th.0 inadvertently contacts uncured eoncrete shaif not be disch;�rged to
surface �raters due lo the potcntial for elevated pl i and possiblc ayuatic l ila and fish kills.

12. [�urinp lhe cansUUCtion of tlie projecC, no staging of equipment of any Icind is permif(�d in �+aters of'the U.S., or
' protcctecl ripari<ui bu(TerS. ' , , '
13. '1'he din'iension, paucrn and profile of the sue�m nbove and below the crossin�; shall not be modified. Disturbed
ilc�c�d�lains and streams shall be restored lo natural geomorphie eonditions.
14. 'I'he use of rip-r�p above the Nor�ual High 41�aler M�rl: shull bc mii�imired. Any rip-rap pinced foc streem
51eI11IILitCl011 SI11II hC �7laccd "m streatn channels in such � manncr that il does not impedc aquatic li('e passage.
15. '1'he Penniltee sh.Ell ensure that thc final desi�;n drna�ings adhere to the �ennit and to,(he permit dra���ings
submitted f�r approval. '
I G. AII work in or �cljocent to sfream waters sh�dl be conductcd in a dr�� work area. Apprtaved I3MP measwcs f'rom
TIIE IIIOSI CUI'fElll VCI'SI011 DFNC;DO�I� CAOSU"UCh017 and M�inlenance Activities manual such as sandb�gs, rock
benns, oofPerdains �nd other diversion su�uctin•es shall be used to prcvent excavation in flowing �water.
17. I-leavy equipment shall be operaled from the btmks rvther Ihan in the stream chcinnel in order to mu�imize
sedimentation and reduce the iiitroduction oCoQier pollutnnts inlo the sh•eam.
13. Alf inechtmi-r_ed equipmeni operated ne.ir surface �vaters musi be regullrly insnecicd and mainl:{ined lo prevent
containination of stream watecs fium fuels, lubricants, hydrtttdic 1luids, OI' OYI7CI' lOSIC 111c1IL'17E1I5,
19. Nn rocic, saiid or ot.her m:�terials shall be dr�dged from the stream channel exce.pt where authorized by this
ccrtitScation.
20. Dischflrging h) dretsced mixhuz;s 1nd wAShing out hydroseeders rind other equipmenl in or adjacent to surFace
s��atcrs is pirohibited.
21. T`he permiitce and'its aulhprized agents shttll conduct its activitics in a manner consistcnt �vith State waler quality
stanclards (including an� relµiiremenls resulting �rom complianee with §303(d) of the Clcan Waler AU) and any
other approEn'iate requirements of Slale and I'ederal law. If NCDW(> determines that such stzuidarcls or laws are
not bcing met (induding the Pailure Yo sustfiin a clesignaied or achieved use) or that Slate or fcderttl Iaw is being
violniod, or that fiircher conditions are nacessaiy ro assure com�liance, NCDWQ may reevsduafe antl modily diis
cerlification.
22. AII fill slopes located in jurisdictional w�etlands shall be placed at slopes no flafter fhnn 3:1, unless othenvise
authorized by diis cerlifica�ion. .
23. A rnpy of this Werer Qualiry CerliPcation shall be maintaiiied on thc coasfruction site at 111 times. Tn addition,
fhe �Nnter Quality Certificafinn and aIl subsequenf modificalions, ifany, shall be mlintained with the Divisie>n
Enginecr antl thc on-�ife pruject manager.
24. The outsidc buffer, �a�etland or �a�ater boundai�� loceted +vithin the consU•uction corridor �pproved by this
authoriza[ion shall 6e clenrly marked by highly visible fencing prior to any land disturbing aclivities. lmpacts to
areas wilhin Ihe fencin� 1re prohibited unless otherwise authorired by this cereification.
25. The issuance of this cerlification docs not exempt The Pcrmittee (iom complying wilh uny and ail st�tutes, rulcs,
rcgul��lions, ur ordinanccs thal may be imposcd by other governmenl agencic•s (i.e. local, st�tc, and federul)
having jurisdiction, including but not limited to applicable bulT'er rules, stonn�vater managemenl rules,soil
eroSion and sedimenlafiun conlral r�quiremenfs, efc. ' '
26. 'T'he Permit[ee shall report any violafions of this cenilication [o the Uivision oF Wafer Quality ���ithin 24 hours of
discoveiy.

27. Upoii cumplc�ion of the ryoject (inckidin� an}� inyaact�s at associatcc! bo�row nr wasle sit�s), the NCI'A (or their
au[ho{izcd agtnt) sba�l coinpVcle and return the enclos�d "Cerlificatinn of Completion Porm" tc� noti('y NCUWQ
�a�hen aIl cJorf< ii7cluded in thc 401 Certi(icxtion h�s been coinpleted.
ZS. T��aCive riparian vegela[ion musf bc reesttiblis6ed in the riparian areas within the constructi�n limits ofihe project
by fhc end of [he gro�viiig scason following complctiai of construction.
29. "Chcre shall be no excavation f'rom, or waste disposal into,,jurisdictional wetlands or waters associated with this
p�rm il ��,ithout approprit�le modiflcation. Should waste or borrow sites, or access roads to waste or borruiv siles,
be Incated in �vedands or streams, eompensatary mitigation will be required since that is a direct impact from
road conslruction activiliCs. .
30, lirosioii �ind sedimcnt control practices must be in full complitEnce with all specifications governing the proper
design, installatiou =uid oper.ttion ancl maintenanee of sueh I3esl Managernent Practices in order lo pru(ect surface
�a��tcrs standards: -.
a. 'fhe crosion and sedimenl control measiires for fhe project musl be designe�, instnlled, operated, and
maintainetl in accordance �vith Lho most rucent version of lhc Nordt Ccrrolina Scifiment and Errasioiz G'nn�rro[
Plcuvving and Uc>.wiGn dlat�ucd.
b. `fhe design, instalistion, oper:dion, and maintenance of the sediment tmd erosion conU•ol me�stn'es must be
such th�t ihey equal, or e�ceed, the requirements specificd in thc mosl reccnt version of the Narl1� Cur�olir7u
,Sedirneiu nncf Isroaiar Conlrol A/unaul. The devices shall be mainlai��ed on all eonstruction sites, borrow
sites, and ���Fiste pile (spoil) projects, iiicluding conu'actor-owned or leascd burruw pits ussociated with Ihe
projecf.
c. I�or borrow pit sites, tlie erosion and sedimcnt conlrol measures must bc designecl, instttlird, operatcd, and
msintaine.d in accordance with the most recent ��e€�siai of ihe Norlh C'crrolina 57rrfirce Mi�ain�r Munz�al.
d. "fhe reclam�lion measures and implemeniation must comply �vith thc rcclamaliou in accordtmce ti��iih the
requirements of thc Sediment2tion Pollution Confrol Act.
3 I. tiecliment and erosion conlrol measures sh�ill not be placed in ���edands or w��ters unless othcrwise apEnuved b,y
chis Ccrti� ica[ion.
32. At loca[ions �vhere ponds �+�ill be drained, proper measures �+�ill be [aken to dr�in the pond with limiled imp�ct to
upstream and downsliram channcl st.ibility as Zvell as to nulive aquatic species. Proper meastn•es �vill be lnken to
avaid sediment release �nd/or s�diment accumulation doti�nsU•eant as a result of' pond draining. lf lypical paid
draining techniqucs �1�ill creale signi(icant disturb�nce to native aqualic spccies, additional measures sud� as
collec[ion und reloc:ition may be neccssary to prevcnt.a significrmt fish Icill. NC'fA shall coiisull �vith NC
Wildlife Res��urces sud'f to detennine i1' Yhcre F�rc �ny sensitive s�ecies, and tl�e most appropriate metisures to
limil impacts to lhese species. Tha permitlee shall observe �ny natural channel re-esttiblishment, or utilir,e
nafural ehannei constrnction �echniqucs, to cnswe thal the jurisdictional stream channel above and beluw thc
chaiocd pond renilin stable, �ind that no adclitional imp�ets ocau• �a ithin ihe natural stream channel as a result of
draining thc pond.
33. (3ridge decl: drains sh�dl not dischargc direclly into the sheain. Stormwaler shall be directed across the bridge
and pre-treated through sile-tappropriate meuns (grassed s��%ales, pre-fonned scaur holes, vegetaled buffers, e(c.)
before cnfering thc stream. Please refer lo the most current version oi'Sta•n�ia-aler 73es! Aduriagem.en� l'rcrctice.s.
34. [3ridge piles anil bentt shall be constructed usin� driven piles {hananicr or vibr�ta'Y) or drillecishaCt consU't+ctian
metho�ls. More specifically,�etting orother mefhods of pile driving Are pro�iibiled withouE prior �vrilten appro��ttl
from NGD\NQ first
35. No drill slurry or tvu�er th.�t has been in conlact with uncured concrete shall be allo�+�ed ro enter surf�ce w�tcrs.
Phis ��,�ater shall be capturccl, beuted, and disposeA oP properly.

' 3(. All' �Tifc; driving' �r drilling activities shall bc enclosed in lurbidity curtains unless other�-��ise approved by
' NCDWQ in Hiis certitic.��ion. • `
37. All brid6e eoi�sa�uction shnll be performed from the existing bridge, teinporaiy �vorlc bridges, tempora�y
causeways, or floating or sunl:en Unrges. If ���ork conJitions require barges, they shall be floated into position
and then suul<. "fhe bargcs shall not be sunl: and then dragged into position. lhider no circumstances should
bauges be dragged along the botlom of the surface wa[cr.
38. II'multiple pipcs or barrels are required, Ihey shall be drsigned Io mimic na�tur�l stream cross section as closely
' as possible inclucling pipes or barrels al 17ood plain elevTtion and/or sills where appropriate. l�idening the
stream channcl shotdd be avoi�led. Stream channel �videning af the inlct or ouAet end of'sfruclures typically
decreases waler velucily causing sediment depnsifion thut requires increased maintenance ancl disrupts aquatic
life pass�ge.
39. Pines a�id culverts used exclusively La maintain cquilibrium in wetlands, whcre �quatic life passage is not a
conacrn, sh�ll not Ge buried. These pipes shtill he installed �t natural ground clevation.
4U, iUl poilions of the proposed project draining to 303(cl) lisled wafersheds that are impaired du� lo biological
criteria exccedances sh�ill not discharge slonnwater direcdy [o surface waters. Stormwater shall be treated using
�ppropriate besl manngemen( practices (e.g., ��egetated wnveyances, consVucled wetlnnds, detention ponds, etcJ
prior to discharging to stu•lace wa(crs.
41. Violations of an�- condi�ion hcrein set (orth may result in revocution of this Certification and may result in�
criminal andlor civil pc.nalties. `fhis Certitication sh111 become null ttncl void unless the above conditions ai�e
made conditions of the I�ederal 40�} Permit. This Certitication shtill expire �ipon tha cxpiration of the 404 Permit.
lf you wish to coiitest any slalement in the att�ched CertiPication you inus( file n petition for an adminish'ative hetu•inb.
Yuu maiy obtain the petilion form from lhe office of'Adminish•aitive he�u�inos. You must file fhc pelitiun ta�ith theoffice of
Adminisd•ative Flcarings �vithin sizty (6U) days ofreceipt of lhis notice. A petition is considercd filed �vhen it is received
in fhe ollice of Adminish�ifivc Heairings during normal oftice hom•l. l'he Office of Adminis[rative I-learings accepts
filings Montlay through Priday befween ehe hours of 8:OOam and S:OUpm, excepf for ofTici��l statc holidays. The originai
ancl one ( I) copy ol'the petition must be 1 iled with [he Of�fice of 6�dntinistrative Hearings.
'fhe pctition m7y be faxetl-provided the oribin�i and ane copy of fha docuinent is received by the Oflice of Administrative
t learings wit'hin f ive (5) business cJtays following the fiiaed Unnsmission.
'I'he mailipg address fc7r the Offioc of AdminislraYive Flearings is: ,
Oftice of Adminisfrative liearings
6714 M�til Servicc Center
R�ileigh, NC 27G99-G714
Telephaie; (9 f 9)-733-269R, Fncsimile: (919)-733-3478
n copy of che petifion musl also be served on DENIt as follo�+�s:
Ms. Mar}' Penny'Ilianpson, General Counsel
lleparhnent ol' Gm�ironment and Natural Resources'
1601 Mail Service Center
Raleigh, NC 27G99-1601

�
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This the 22"� d�y of Deccinber �010 ,
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