20020672 Ver 3_Approval Letter_20141002

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�V'GII\�'�r
�Jort� ���c�lin� ��p�rtm�nt r�f Envirc��rr�er�� an�d N�t�r�l F��saurc�s
P�k VNcCrory
G�vernar
March G, 2Q1S
Mr. Ric9�ard W. Harteock, P.E., 1Vlarla�er
Proje�t T�evelop�nent afi�d �nvironaner�tal An�lys�s
Narth Car�ali�i� I�ep�r�kment ofTransportatio»
15981'viail Serwice Ce�#er
R.alei�;h, Ncr�h �Caralana, 2?6!9}-159$
C�canald R. van der Vaa�,
S��r�#�ry
Subject�: 4f91 �iJat�r Q�rarity Certi�cation Puz-s��ai�� tc, S�c�tion 4a1 c�frtiae �^e�de��9 +C�ean iNater ,�ct� a�Ld
ISC�LAT'EL� WE�'L.AI'�DS �'EE�IV�YT Pursuant tQ �'�NGP1000�}0 v�,�ith .�1D�7I"CICC)NAL�
Cf7]'�L�ITIOPIS fc,�� Prcapc�sed Corlstructi�n of t17e M��ar�r�e �annector/Bypass Tall R�ad fr��n L7S
7A� ��eao• I-485 dn S�a�rtil�easter�� Mec9cl��abur� Ca��a�ty to US 74 i�� tlae �"�.rea Betweezi �li� Toww�s o�'
Wirr�ate ai��d Mars}��ille irq tJr�icrn �oaar�lty, STIP R-�3329 �a�Yd �-255�, Sect��ions l, 2A, 2���, 2C,
�A, �i 3T3, NCL�'UVR F�ro��ct lWo. �2-0672 V3
I�ea�• Mr. 1-�at�cc,ck:
Attacl�e� lae�•et� is a eapy o�'�er�tific�tio�� N�. WQC��15 issaaed to "�'he 1'�lorth Carolina Llcparti�e�lt oi
Ti-ar�sportatocan (fi�CC�(�T) dat�d M�rc6� 6, 20 ] S.
If we caa� be of �'���°tl�er assistance, do �lot llesitate tc� c��rt�ct us.
Srneet�ely,
� y�f�r�,.����` C�
�. J�y Z�in�ne�•inan, ir•ec:�e�r '�
Divisioi� of Water Res�aurces
A�tac��t�aec��t�
Ee�ctr�r�ic copy ozily dish�i�b�taar�:
C►��stal �.msc�k7l�r, US A�•�N���y �;oa°�s ai��y�ineer°s, Asl�evilbe F'ield �C)f�ce
Lsarry ik�a�n�sa», Division 1C� �nviroo�mecttae Cif'fic��•
I�r. �yrtthia V�n ��r W iele, US �»vii-ar�tnental ➢'rc+tection A�;errcy
I�,�I�re�lla Bu�ncick, US Fish �nc�� "�4'�I�llife ;5��•vic��
�'Iarla Cly�n�t�e�•s, �IC W�iid]ife� Resra�irces �at�x►�r�issia��
NG bivzsioa� af W�ter Reso��rces, l\!�RC7
�"i�� �Cc�PY
1617 Mail Service Cerrt�a, Ral�'rgh, No�th Carolina 27699-'��r17
Ph�n�: 919-$D7'-�3U01 Inkernet� v�rw.r��ien�.r�ov
A� Equal Opporluni�y 1 A�Prmafive,hctifon Emp9oyer

THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95-217 of the United 5tates and subject to the North Carolina Division of Water Resources
{NCDWR) Regulations in 15 NCAC 2H .0504 and ISOLATED WETLANDS PERMIT Purse�ant to
IWGP100U00. This Certification authorizes the NCDOT to impact 5.72 acres of jurisdictional wetlands,
4.92 acres of isolated wetlands, and I 5,495 ]inear feet of jurisdictional streams in Union County. The
project shall be constructed pursuant to the application received October 2, 2014. The autharized impacts
are as described below:
arream im ac[s in [ne ran�cm [c�ver �sasin
Site PermaneRt Temporary Total Stream
Stream Stream Stream [mpacts
Impact Impact ImAact Requiring
{linear ft) (liRear ft) (linear ft) Mitigation
(linear ft}
Section 1 1,913 86 1,999 1,799
Section 2A 2,037 201 2,238 2,037
Section 2B 3,780 247 4,027 3,771
Section 2C 4,322 293 4,b 15 4,092
Section 3A 3,052 128 3,180 2,845
Section 3B 391 79 470 237
Tota1 15,495 1,034 16,529 I4,7$1
Wetland Im acts in the Yadkin River Basin
5ite FiII Fill Excavation Mechanized Hand Area Total Total
(ac) (temporary) (ac) Clearing Clearing under Wetland Mitigatian
(ac) (ac) (ac) Bridge Impact (ac) Required
(ac) {ac)
se�c�flp i i.i2 0 0 o.i� o a �.2� i.2�
Section 2A 0,24 0 0.02 0.65 0.03 0 0.34 031
Section 2B 0.19 Q 0.01 0.02 O.Q4 0 0.26 0.22
Section 2C 2.78 0 0 0.31 0 0 3.09 3.09
5ection 3A 0.17 0 0 0.03 1.31 0 1.5 ! 0.20
Section 3B 1.17 0 0.11 0.23 0.04 0 1.55 1.51
Total 5.72 0.14 0.76 1.42 0 7.10 6,b

Site
5ection 1
Tatal
Isolated Wetland Im acts in the Yadkin Ri�er Basin
Fill Fill Excavation Mechanized Hand Total
(ac) (temporary) {ac} Clearing (ac) Clearing Werland
(ac) (ac) Impact (ac)
0.8$ 0
0.88 0
0.04 0 0.92
0.04 0 0.92
Total
Mitigation
Requ ired
0.92
0.92
The application provides adequate assurance that the discharge of fill makerial into the waters of the
Yadkin River Basin in conjunction with the proposed project will not result in a violation of applicable
Water Quality Standards and discharge guidetines. Therefore, the State of North Carolina certifies that
this activity will not vialate tl�e applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and
PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that yau submitted in your application received
October 2, 2014. Should your project change, you are required to notify the NCDWR and submit a new
app3ication. If the property is sold, the new owner must be given a copy of this Certification and approval
letter, and is therehy responsible for complying with all the conditions. If any additional wetland impacts,
or stream impacts, for this praject (now or in the future) exceed one acre or 1501inear feet, respectively,
additional compensatory �nitigation may be required as described in l5A NCAC 2H .0546 {h) (6) and (7).
For this approval to remain �alid, you are required to comply with all the conditions listed below. In
addition, you should obtain all other federal, state or local permits before proceeding with your project
including {but not limited to} Sediment and Erosion conkrol, Coastal Stormwater, No�i-discharge and
Water Supply watershed regulations. This Certification shall expire on the same day as the expiration
date of the corresponding Corps of Engineers Permit.
Conditions of Certification:
1. Hazardous spiEl basins shall be constructed along the project corridor at stream crossing located
within the Lake Twitty watersl�ed per the commitment in the Record of Decision (ROD) dated
August 2010. It is recommended that hazardous spill basins be constructed at all stream crassings
where practicable along the project corridor. [15A NCAC 02H.0506(b)(2)]
2. Worfc in the dry. A11 work in or adjacent to the streams/wetlands shall be conducted so that they
do not come into contact with the diskurbed areas. [ 15A NCAC 02H.0506(b}{3) and (c)(3)]
3. All portions of the proposed project draini��g ta 303(d) listed watersheds that are impaired due to
turbidity shall be designed, constructed, anc� operated with sedirnent and erosion contral measures
that meet Design Standards in Sensitive Watersheds (15A NCAC 4B .0124). However, due to the
size of tlfe project, NCDOT shall not be rec�uired to meet 15A NGAC 4B .0124{a) regarding khe
maximum amount of uncovered acres.
All portions of the proposed project draining to 303(d) listed watersheds that are impaired due to
biological criteria exceedances shaEl not discharge stormwater directly to surface
waters. Stormwater shall be treated using appropriate 6est management practices (e.g., vegetated
conveyances, constructed wetlands, detention ponds, etc.) prior to discharging to surface
waters. [ 15A NCAC 02BA200]

4, lf any construction staging, storage, refueling, borrow pit or spoil areas are chosen within the
Goose Creek or Six Mile Creek watersheds, NCDOT will develop BMPs for aach site to avoid
and minimize potential adverse effects. In addition, NCDOT shall caordinate with NCDWR to
ensure compliance with the Goose Creek Riparian Buffer Rules. [15A NCAC 02B.Ob07]
5. Diversion ditches and similar measures for tlie purpose of sediment and erosion controi will be
matted and maintained to ensure maximam efficiency for the reductian of sediment loss and
turbidity. This includes interior and exterior slopes of sediment basins. [15A NCAC
02H.0506(b){3) and (c)(3)]
6. Tha area iminediataly adjacent to the stream within the work zone shall be matted or covered (at
minimum) prior to rain events. [15A NCAC 02H.0506(b)(2)J
7. Slopes in excess of 10 ft in height and located within 30 ft of waters of the state shal] be matted,
at minimum, upon completion and/or in accardance with the sedimant/erosion control plan. It is
strongly recommended to be matted at the earliest possible time. [�SA NCAC 02B.0607]
8. Pipes and culverts used exclusi�ely to maintain equilibrium in wetlands, where aquatic life
passage is not a concern, shall not be buried. These pipes shall be installed at natural ground
elevation. [l SA NCAC 02H.0506(b)(2}]
If multiple pip�slculverts are proposed to pass stream flow, they shall ba designed to inimic
natural stream crass section as close as possible. Baffles and sills may be required to meet this
requirement. The stream channel shall not be widened to the greatest exte��t practicable. [15A
NCAC 02H.0506(b}{2)]
10. Unless atherwise approved by this ce�tification, placement of culverts and other structures in
open waters and streams shali be placed below the elevation of the streambed by one foot for all
culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts
l�aving a diameter less than 48 inches, to allow !ow flow passage af water and ac�uatic life.
Design and placement of culverts and other structures including temporary erosion control
measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or
streambeds or banks, adjacent to or upstream and downstream of the above structures. The
app]icant is required to provide evidence that the equilibrium is beii�g maintained if requested in
writing by the NCDWR. If this condition is unab2e to be met due to bedrock or other limiting
features encountered during construction, please co�ftact the NCDWR for guidance on how to
praceed and to determine whether or not a permit modification wil� be required. The dime�3sion,
pattern and profile of the stream above and below the crossing shall �iot be madified. Disturbed
floodplains and streams shall be restored to natural geomorphic conditia��s. [ 1 SA NCAC
42H.0506(b){2)]
11. Native riparia» vegetation must be reestabEished in the ripariaEi areas witl�in the construction
limits oFthe project by the end of the growi►zg season followi�ig completiar� of constructio�f. [1 SA
NCAC 02B.0607]
12. There shall be no excavation from, or waste disposaE into, jurisdictioi�al wetlands or waters
associated with this permit without appropriate modification. Should waste or borrow sites, ar
access roads to waste or borrow sites, be located in wetlands or streams, compensatory mitigation
will be required sizice that is a direct impact from road canstruction activities. [15A NCAC
02H.0506{b)(3) and (c)(3}]

13. If concrete is used during construction, a dry work area shall be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertentiy contacts uncured
concrete shall not be discharged to surface waters due ta the potential for elevated pH and
possible aquatic life and fish kilis. [15A NCAC 02H .0506(b)(3}]
14. Heavy equipment shall be operated from the banks rather than in the stream chan3�e1 in order to
minimize sedimentation and reduce the intraduction of other poilutants into the stream. [ 15A
NCAC 02H.0506(b)(3)]
15. �n accordance with 15A NCAC 02H.0506(h), compensatory mitigation for the losses of —1> 150 If
af stream and or =/> 0.10 acre or wetlands is required. We understand that you have chosen to
perform compensatory mitigation for impacts to streams through the North Carolina Ecosystem
Enhancement Program (EEP), and that the EEP has agreed to irnplemet�t the mitigation for the
project. EEP has indicated in a letter dated November 4, 2014, that tlfey wili ass�me responsibility
for satisfying the federal Clean Water Act compensatory mitigation requirements far the above-
referenced project, in accordance with the �Ep Mitigation Banking Instrument signed duly 28,
2010. Until the EEP receives and clears your payment, atfd proof of payment has been provided to
this Office, no impacts specified in this Authorization Certificate shall occur. For accaunting
purposes, this Authorization Certificate authorizes payment to tl�e EEP to meet t1�e following
compensatory mitigation requirement:
Compensatory River and Sub-basin
Miti ation Re uired Number
Stream 14,781 linear ft. Yadkin {03040105}
Wetlands (ri arian} 5.68 acres Yadkin {03040105)
Wetland (non- 0.92 acres Yadkir� (03040105)
riparian)
16. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practicas in order to protect surface waters standards[15A NCAC 02H.OSOb(b)(3)
and {c)(3}]:
a. The erosion and sediment control measures for #he project must be designed, i��stalled,
operated, and ma�ntained in accordance with the most recent version of ti�e North Carolina
Sedz�rient and Erosiort Control Planrring and Desigrr Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of t�e North Carolina Sedinaent and Erosion Control Manual. The devices
shall be maintained on all constructian sites, borrow sites, and waste pife (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For 6orrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and mai��tained in accordance witli the most recent �ersion of the North Carolina
Surface Mirring Manual.
d. The reclamation meastires and impletnentation must comply witlt the reclar�-iation in
accordance with the requiremevts of the Sedimeniation Pollution Contral Act.
17. Sediment and erosion control measures sl�ail not be placed in w�tlands or waters unless otherwise
approved by this Cerkification. [ISA NCAC 02H.0506(b)(3} a»d (c)(3)]
1 S. No staging, or use, of equipmeE�t of any kind is permitted in waYers of the U.S., or protected riparian
buffers unless approved by this Certification. [15A NCAC 02HASOb(b)(2)]

19. No drill siurry or water that has been in contact with uncured concrete shal] be allowed to ez�ter
surface waters. This water shall be captured, treated, and disposed aiin approved locationlmanner.
[ 15A NCAC 02H.4506(b)(3)]
20. Where ponds are drained, praper measures shall be utilized to drain the pond with limited impact to
upstream and downstream channel stability and water quality, as well as to nati�e aquatic species. If
typical pond draining tecl�niques fail to work or create significant disturbance to aquatic species,
additional measures may be required {such as relocakio�f). The permittee shal2 observe any natural
channel re-establishment, or utilize natural channel construction techniques, to ensure that the
jurisdictianal stream chaiznel above and below the pond remains sta6[e. [15A NCAC
02H.0506(b}(2)�
21. Tail fescue shall not be used in the establishrr�ent of temporary or permanent ground cover within
riparian areas. For the establishment of permanent herbaceous cover, erosion contral matting
(biodegradable) shall be used in conjunction with appraprtate seeding an disturbed soils within
the riparian area and on disturbed steep slopas. [] SA NCAC 02H.0506{b)(3) and (c)(3)]
22. All mecl�anized eguipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters fro�n fuels, lubricants, hydraulic fluids, or
other toxic materia�s. [15A NCAC 02H.0506(b)(3}]
23. No rock, sand ar other materials shall be dredged from the stream ch�nnel except where authorized
by this certification. [ 15A NCAC 02H.0506(b)(3)]
24. Discharging hydroseed mixtures and washing out l�ydroseeders and other equipment in or adjacent
to surface waters is prohibited. [ 15A NCAC 42H.0506(b)(3)]
25. The outside buffer, wetland ar water boundary located within the construction corridor approved by
this authorization shal] be clearly mar�Ced by hig��ly �isible fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited uniess otherwise authorized by this
certification. [15A NCAC 02H.0501 and .0502]
26. Bridge bent construction shal] use driven piles (hammer or vibratory} or drilled shaft construction
methods. � 15A NCAC 02H.0506(b)(2)]
27. Bridge deck drains slfali not discharge direckly into the stream. Stormwater shalf be directed across
the bridge and pre-treated through site appropriate (grass swales, pre-formed scour holes, vegetated
buffers, etc.} means before e��tering the stream. [15A NCAC 02H.0546(b}(2)]
28. Upon campletior� of tl�e project (including any impacts at assaciated borrow ar waste sites), the
NCDOT Division Engineer or authorized agent shal] camplete and return tl�e enclosed
"Certification of Completion Form" to natify the NCDWR when all wark incfuded in the 401
Certification has been completed. [15A NCAC 02H.0502( fl]
29. The Permittee sl�al! report any violations of this certification to the Division of Watar Resources
within 24 hours of discovery. [ I SA NCAC 02B.0506(b)(2)]
30. A copy of this Water Quality Certification shall be maintained on the construction site at a11
times. In addition, the Water Quality Certification and all subsequent modificatio�fs, if any, shall be
maintained with the Division Engineer and the on-site project manager. [15A NCAC 02H .0507{c)
and 1 SA NCAC 02H .OSOb (b)(2} and (c)(2}]
31. The issuance of this certificatioz� does not exempt khe Permittee from complying with any and a91
statutes, ruies, regulations, or ordinances that may be imposed by other government agencies (i,e.

�acal, s�ate, a��� �'ede�•al) �1�vafl�� �aarisdiction, iti�ludi�ag but ��at lii���te�i tc� a�aplicable 6uffer r�iles,
stoi•�mw�aker mana�ement r�ales, soil �r�asiai� ���d sedi�met�taiir�M� contr•ol require�nemts, etc.
32. �k�e pe�•r�xittee ac�c� ats authar°ize�! ag�v�ts shali canduct xts ac�ivities 1�� a���ar�d�er coaisist�iit witl� State
vvat�er e�iz�l�ty stanciard�s �including any re�iaireta��»ts res�ultit��� 'fra��n7 camp��oanc� wvitlq �3a3�ti� of t�lae
Cl�a�� Water Act� at�d ar►y akl�er apprQpriate r�q��ireone�3ts of Stat� �x�c1 Fedea•al law. If fhe fifCD�WR
deterr�ic�es tk�at suc�� standards or laws a��e ��ot bei��g n�et (ia�ciud���� tl�e f�ilu�•e to su�taan a.
desi�;c�ated or achieved �ase) �r�• C9�at State c��° federa� law is being violated, or� tll�t ffui�her ccariditioa�s
are ��ecessary ta ass��re camplia�r�e, �he T�CI)WR r7�ay reevalu�te ai�d r��ada�y tl�is ce�i�"icatiaa3.
[� 5A NCAC 02Q.0200]
�i�lations af any condition he��ein set foa�tl� may ��esu]t in rewocati�n oi"this Certificatit��� aaa�l Mn�y �•esult iaa
crimi��al a��ci/o�° civiq penalties. Tlaas Certi�ca�ioN� sl�all becoa�te ��i�91 �nd vaid urYless the abav� cofifditia'7s
are n�a�c��e coiaditi�i�s� o�Ethe Fed�ral 4�4. T1yu� �Cet�if"ic��tion sh�il expii°e i�p�arr t11� ex�irati+�t� aFt�1��� 4Ci4.
If y�u wis9a ta ccrr�test a��y statementi i�� tl�e aitached Ce��ti�ca�ic�rr y�u n���st �l�e a petition for an
�drt�inistrative i�earin�. You �7��y obtai» the petition for�n fra�n the aff�ce af Adi�iinis�rativ� hearin�s.
You tn��st �fil� t�he� petitio�n wi�a� fihe �fiice af �►dministr•at�ive �-��eard�ng��s witllii7 s'ixty (�fl� ��ays af re�eipt of
this �aotace. A�e�ita��3 is cansad�r�d �l�d wvl��» it is r�c��ved iva the af�ce of Adt»���istx•ativ� Heari�lgs
d��ri►�� i�crri�aal office hau�°�. Ttae C�ffice af A�a��i��ist►•ative Nea�•iN�gs accepts filii��s Monday khr+�ugtl
F�iday betwee�� t�ie hca«rs of $:O�am a�ad' .�:G1�}pnY, exc�pt fc�r crff°icial stafie hpli�lays. Tl�� o�•i�ir�al aiad one
(l} capy ofth� peti4i�rr anust be filed witl� the fl�£fiee ofAdministrativ� Hearings.
Tli� �aetition tnay �e f��.�cl-provided tl�e �+ri�inaN �i�d ane copy oitlie doc�a���ew�t is re�eived by tk�e C��'�ce
�f Adtni��istrative F�earin�s witlii�� five {5) �usiness days foClnwit�� tl�e iaxed transmissio».
Tl�e maiiing address for- tl�e 4ffic� afAdrni�tustr��ive f-Ie�ren�s ►s:
C)ffice €�f Adtninisto�atiwe �-learin�s
6"714 �viail S�rv'r�e �Ce»ter
Raleigaa, NC; �?69�9-671�
T'elephone: (919) 431-3QQ�, �"�csi�mile: (91�� 431-3�0�1
A capy c�f t��� petitia�a �n�st alsa t�e serv�d pn DENT� as fallc�ws:
S�m M. �-layes, Getleral Cau��sel
Depark�n�e��t raf �»viroru�lent� �nd 1'��tural �esaurces�
16(��I Mail S��•vice �;enC�r
This the �Gttf d�y of [�rl�i°cl� 2�i1S
� �r� �,���`
� �
S. Ja}� Zitivv7ertnaa�, Di�°ectot•
divisio�l c�f Water �esaiac•ces
WQ� 1'��. 4G15

�T'�,�
��
��a�
N'�rth �ar�fina a�p�r�m��� af Envir�nment �r�d I��tur�l I�es�urc�s
Pa;t McCrory
�Gouern�r�
�'CDWR Projec� Na..
A��licant:
�'roject Name:
Dake a�" Yssuamce of 4tM1 Water Qu��rlify Certific��iara:
Co�nty:
donaltl R. rran �er'Va�rt,
Secretary
Cerkifvcak� nf�ompletion
Upo�7 co�r�pletaon �f �[1 work ap�pr�rwed' within the 40� Wate� Qualaty Cer�ification c�r applica�le Buf�er RuCes, �nd.
any subsequent modifications, t�e applicant i� required to c•eturn th►s cerkificate ta tt7e 4C}1 Tr�nspc�rtation Per��itiirrg
�nit, l�lor�h Carolina C)"rvision af W�ter R�sources, �65Q Mail 5ervice Ce�ter, Ralei�h, NC, 27699-1650. This %rm
r�zay be retdirned tb NCD1�R by t��e applicant, the applicarai's authcrw�ized age��t, ar the prcr;ject �ngi�neer. I� is ra�at
neeessary �ra set�d certif�cates frQun �11 aftli�se.
�I pplicrrazt's C'ertifrcatinr3
I, , heceby state that„ ta t}�e best� �,f �a�y �bilit�e�s, due care and dili�ence�
was used in the nbservad�i7 �f the co��str�ctia�i s�ch that t1�e co�ns�truct'ic�r� was �bserv�cd tQ N�� bui9t �w^�ithu��� substantaal.
en���plia�tce and °ant�n� afthe 40� Water Quality Certi�eatican and Buffer Rules, t�ae appa'c�ved plaras �nd
speci�catic�ns, aa�d arther suppc�i�ting materials.
Signatuz°e: ....�_.. �ate:
�ge►rt's Certi�crr�ir�r�
�n ...�....._____�. _. �._, }�ereby state tl�at, ta the best of�ny abi�uties, due carc and diiig�nce
_ ...____._ _ _.
was user� �n the abservatian �f t��� �cans�ructiot� such t��at xhe cca��struction was observed to be built withic� subs�antial
coa�ap�uar�ce and intent afthe 4(il Water Q�i�l'aty Cea�tificakion aa�d �3�affer �ules, tE�e �p�rowe�l plans and
spec�fica�ia�as, �nd athea• s�ap�ow�i���; n�ate►�ials.
Si�;nature: T�ate:
�rl;girzeer's Certr�c�rtiarr
Partiia� Firual.
I, , as a duly re�istered Prafessianal I�r7�;�r�ee�• in t1�e St�te tifi�lartll
Caralina, havin� been authoo�ize�3 ta nbse�-ae (pe►°iociically, weekly�, fixll tiine) tl�e car�str�actier� of'the pc°nject,f;�r th�
Fen�aut�ee Yaere�y state that, to tlae best of aa�y a6i�ities, due car� and di�igence was used in fh� observaiio� caf the
constru�tion such t�a�t� the consta�u�ctioa� r�ras obsei�ved fia be builC wit�hin s�ibstan�oal cp�n�i@ianc� arrd i�7tent �'1''t�he 4C�1
Water Qt�ality Certificatioti and Bnffer �.�rl�s, the approved plan;s an�l specifucatians, and ot�er supportin� material�s.
Si�r�ature
R�gist��at�o�1 No. .m_ I�a�e
1617 Mail Service Cer�ter, Ral�igh, �Icarl�r C�r�alina 27�9�-1�17
f�hane: �19-$a7-53qp 1 Internek; rnr�rw.ra�en�.gs�v
An Eq�asl ppparkuaily 4 A�rmative AcCuon EmpEoysr