Appendix L - Section 404-401 Individual Permit Approvals

Piedmont Lithium Carolinas, Inc. I North Carolina Mining Permit Application
Appendices
PIEDMONT
LITHIUM
Appendix L: Section 404/401
Individual Permit Approvals

DEPARTMENT OF THE ARMY PERMIT
Permittee Piedmont Lithium, Incorporated
Permit No. SAW-2018-01129
Issuing Office CESAW-RGC
NOTE: The tern "you" and its derivatives, as used in this permit, means the pennittee or any future transferee.
The term "this office" refers to the appropriate district or division office of the Corps of Engineers having
jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the
commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description: This permit authorizes the placement of fill material in 1,48.1 linear feet of perennial
tributary, 4,904.5 linear feet of intermittent tributary, 0.18 acre of wetlands, and 0.16 acre of impounded
waters of the United States for the construction of a hard rock lithium mine. This permit also authorizes
potential indirect impacts to 7.46 acres of wetlands associated with mine pit construction and dewatering.
Project Location; The proposed Piedmont Lithium mine is centered around 1501 Hephzibah Church Road in
Bessemer City, North Carolina. From ❑S-321 N, take Exit 12B for NC-275 W/NC-279 W. Take aright onto
NC-275 W, then continue onto NC-279 W fnr 7.3 miles. Take a right onto Hepbzibah Church Road and
continue to follow Hephzibah Church Road for 0.9 miles, then turn left to stay on Hephzibah Church Road
for another 1.5 miles.
Permit Conditions:
General Conditions:
1. The time limit for completing the work authorized ends on December 31, 2030. If you find that you need more
time to complete the authorized activity, submit your request for a time extension to this office for consideration at
least one month before the above date is reached.
2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms
and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity,
although you may make a good faith transfer to a third party in compliance with General Condition 4 below.
Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith
transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity
authorized by this permit, you must immediately notify this office of what you have found. We will initiate the
Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible
for listing in the National Register of Historic Places.
4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space
provided and forward a copy of the permit to this office to validate the transfer of this authorization.
LNG FORM 1721, NOV 86 EDITION OF 5EP 82 IS OBSOLETE (33 CFR 325 (Appendix A))
1

5. If a conditioned water quality certification has been issued for your project, you must comply with the
conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the
certification is attached if it contains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary
to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit,
Special Conditions:
SEE ATTACHED SPECIAL CONDITIONS
Further Information.
I. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:
() Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.G. 403).
(X} Section 404 of the Clean Water Act (33 U.S.C. 1344).
(} Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law.
b. This pen -nit does not grant any property rights or exclusive privileges.
c. This pennit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume. any liability for the
following:
a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or
from natural causes,
b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or
on behalf of the United States in the public interest.
c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the
activity authorized by this permit.
d. Design or construction deficiencies associated with the permitted work_
e. Damage claims associated with any future modification, suspension, or revocation of this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the
public interest was made in reliance on the information you provided,

Re-evaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the
circumstances warrant, Circumstances that could require a reevaluation include, but are not limited to, the
following.-
a- You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false,
incomplete, or inaccurate (See 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original public
interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and
revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR
326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order
requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where
appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to
comply with such directive., this office may in certain situations (such as those specified in 33 CFR 209.170)
accomplish the corrective measures by contract or otherwise and bill you for the cost.
6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this
permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a
reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request
for an extension of this time limit.
Your signature below, as pernuttee, indicates that you accept and agree to comply with the terms and conditions of
this permit.
fl Ali
(FERMITTEE) WEDONT LITHIUM, I CORPORATED (DATE)
This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed
below,
(DISTRICT COMMANDER) RO T.I. CLA (DATE)
COLONEL, U.S. ARMY
DISTRICT COMMANDER
When the structures or work authorized by this permit are still in existence at the time the property is transferred,
the terms and conditions of this pemtiit will continue to be binding on the new owner(s) of the property. To validate
the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions,
have the transferee sign and date below.
(TRANSFEREE)
(DATE)
`U.S. GOVERNMENT PRINTING GFFICE: 1986--717-425

NOTIFICATION OF ATlMINISTRATIVE APPEAL OPTIONS ANVD PROCESS AND
REQUEST FOR APPEAL
Applicant: Piedmont Lithium, Incorporated File Number: SAW-2018-01129 Date: 11/22/2019
Attached is: See Section below
®I INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
LJ1 PROFFERED PERMIT Standard Permit or Letter ofpermission) g
❑ PERMIT DENIAI, C
❑
APPROVED RJRISDICTIONAL DETERMINATION
❑
F11
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION T - The following identifies your rights ftnd options regarding an administrative appeal of the above decision.
Additional information may be found at hLp:llwww.usace.army.miUinet/functions/gw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
■ ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer wili send you a proffered permit for your reconsideration, as indicated in
Section B below.
B. PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
■ APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This fotrn. must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
■ APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section If of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the: Corps district for furthm instiuciiva. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION Il - REQUEST FOR APPEAL or_OBJECTION S TO AN INITIAL.PROF FI RED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR 17NFORM.ATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
Mr. Philip Shannin, Administrative Appeal Review Officer
District Engineer, Wilmington Regulatory Division,
CESAD-PDO
Attn: Mr. David Shaeffer
U.S. Army Corps of Engineers, South Atlantic Division
US Army Corps of Engineers
60 Forsyth Street, Room 1 OM15
151 Patton Avenue, Room 208
Atlanta, Georgia 30303-8801
Asheville, NC 28801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunito participate in all site investi ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue,
Wilmington, North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip
Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta,
Georgia 30303-8801
Phone: [phone]

SPECIAL CONDITIONS
Action ID: SAW-2018-01129
1. All work authorized by this permit shall be performed in strict compliance with the
attached permit plans Sheets 1-32 dated May 24, 2019, which are a part of this
permit. The Permittee shall ensure that the construction design plans for this project
do not deviate from the permit plans attached to this authorization. Any modification
to the attached permit plans must be approved by the U.S. Army Corps of Engineers
(Corps) prior to any active construction in waters or wetlands.
Rationale: This condition ties the permittee's project plans to the permit.
2. Except as authorized by this permit or any Corps -approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at
any time 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.
Rationale: This condition clarify that only the impacts to waters of the US specified by
the project plans are approved by this permit.
3. Except as specified in the plans attached to this permit, 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 or to reduce the reach of waters and/or
wetlands.
Rationale: This condition clarify that the project cannnot impound waters or reduce the
reach of waters without being specifically authorized by the permit.
4. All mechanized equipment shall 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 petroleum products or any other hazardous
waste, the Permittee shall immediately report it to the N.C. Division of Water
Resources at [phone] or [phone] and provisions of the North
Carolina Oil Pollution and Hazardous Substances Control Act shall be followed.
Rationale: This condition addresses potential indirect impacts to waters of the U.S.
from mechanized equipment fluids.
5. The Permittee shall implement all necessary measures to ensure the authorized
activity does not kill, injure, capture, harass, or otherwise harm any federally -listed
threatened or endangered species. While accomplishing the authorized work, if the
Permittee discovers or observes an injured or dead threatened or endangered
species, the U.S. Army Corps of Engineers, Wilmington District, Charlotte Field

Office, Attn*. David L. Shaeffer at 704-510-1437, or [e-mail]
will be immediately notified to initiate the required Federal coordination.
Rationale: This special condition ensures continued compliance with the Endangered
Species Act.
6. The Permittee shall notify the U.S. Army Corps of Engineers in writing prior to
beginning the work authorized by this permit and again upon completion of the work
authorized by this permit.
Rationale: This condition facilitates timely inspections for Section 404 CWA
compliance.
7. The Permittee shall conduct an onsite preconstruction meeting between its
representatives, the contractor's representatives and the appropriate U.S. Army
Corps of Engineers Project Manager prior to undertaking any work within
jurisdictional waters and wetlands to ensure that there is a mutual understanding of
all terms and conditions contained within the Department of the Army permit. The
Permittee shall schedule the preconstruction meeting for a time frame when the
Corps; NCDCM, and NCDWR Project Managers can attend. The Permittee shall
invite the Corps, NCDCM, and NCDWR Project Managers a minimum of thirty (30)
days in advance of the scheduled meeting in order to provide those individuals with
ample opportunity to schedule and participate in the required meeting. The thirty (30)
day requirement can be waived with the concurrence of the Corps.
Rationale: This condition gives the Corps and agencies the opportunity to meet with the
contractors and applicant to dicuss permit conditions and to answer questions.
B. The Permittee shall use only clean fill material for this project. The fill material shall
be free of items such as trash, construction debris, metal and plastic products, and
concrete block with exposed metal reinforcement bars. Soils used for fill shall not be
contaminated with any toxic substance in concentrations governed by Section 307 of
the Clean Water Act. Unless otherwise authorized by this permit, all fill material
placed in waters or wetlands shall be generated from an upland source.
Rationale: This condition addresses potential indirect impacts to waters of the U.S.
from contaminated fill material.
9. The Permittee shall take measures necessary to prevent live or fresh concrete,
including bags of uncured concrete, from coming into contact with any water in or
entering into waters of the United States. Water inside coffer dams or casings that
has been in contact with concrete shall only be returned to waters of the United
States when it no longer poses a threat to aquatic organisms (concrete is set and
cured)_
Rationale: This condition addresses potential indirect impacts to waters of the U.S.
2

from live concrete.
10. The Permittee 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 permit,
including all conditions and drawings shall be available at the project site during
construction and maintenance of this project.
Rationale: This condition specifies that the permittee is responsible for discharges of
dredged or fill material in waters of the United States done by their contractors.
11. Special condition 11:
1) During the clearing phase of the project, heavy equipment shall not be operated in
surface waters or stream channels. Temporary stream crossings will be used to
access the opposite sides of stream channels. All temporary diversion channels and
stream crossings will be constructed of non -erodible, materials. Grubbing of riparian
vegetation will not occur until immediately before construction begins on a given
segment of stream channel.
2) No fill or excavation impacts for the purposes of sedimentation and erosion
control shall occur within jurisdictional waters, including wetlands, unless the impacts
are included on the plan drawings and specifically authorized by this permit. This
includes, but is not limited to, sediment control fences and other barriers intended to
catch sediment losses.
3) The Permittee shall remove all sediment and erosion control measures placed in
waters and/or wetlands, and shall restore natural grades on those areas, prior to
project completion.
4) The Permittee shall use appropriate sediment and erosion control practices which
equal or exceed those outlined in the most recent version of the "North Carolina
Sediment and Erosion Control Planning and Design Manual" to ensure compliance
with the appropriate turbidity water quality standard. Erosion and sediment control
practices shall be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management
Practices in order to ensure compliance with the appropriate turbidity water quality
standards. This shall include, but is not limited to, the immediate installation of silt
fencing or similar appropriate devices around all areas subject to soil disturbance or
the movement of earthen fill, and the immediate stabilization of all disturbed areas.
Additionally, the project shall remain in full compliance with all aspects of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes
Chapter 113A Article 4). Adequate sedimentation and erosion control measures
shall be implemented prior to any ground disturbing activities to minimize impacts to
downstream aquatic resources. These measures shall be inspected and maintained

regularly, especially following rainfall events. All fill material shall be adequately
stabilized at the earliest practicable date to prevent sediment from entering into
adjacent waters or wetlands.
Rationale: This condition documents the permittees responsbility to employ
appropriate sediment and erosion control practices to avoid potential indirect impacts to
jurisdicitonal waters.
12.The Permittee, upon receipt of a notice of revocation of this permit 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.
Rationale: This condition documents the permittee's responsibility to restore permitted
impacts to their pre -project condition.
13.All reports, documentation and correspondence required by the conditions of this
permit shall be submitted to the following address: U.S. Army Corps of Engineers,
Regulatory Division, Charlotte Regulatory Field Office, c/o David L. Shaeffer, 151
Patton Avenute, Room 208, Asheville, North Carolina 28801, and by telephone at:
704-510-1437. The Permittee shall reference the following permit number, SAW-
2018-01129, on all submittals.
Rationale: This provides contact information for the project manager.
14. Violation of these permit conditions ❑r violation of Section 404 of the Clean Water
Act shall be reported to the Corps in writing and by telephone at: 828-271-7980
within 24 hours of the Permittee's discovery of the violation.
Rationale: This condition specify compliance reporting contacts and requirements.
15. In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of the
attached Compensatory Mitigation Responsibility Transfer Form. The requirements
of this farm, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit.
Rationale: This permit condition was added to document compensatory mitigation
requirements for the project, to ensure compliance with the 404(b)(1) guidelines, and to
ensure that project impacts were not more than minimal.
16. No activity may substantially disrupt the necessary life cycle movements of those
species of aquatic life indigenous to the waterbody, including those species that
normally migrate through the area. All discharges of dredged or fill material within
waters of the United States shall be designed and constructed to maintain low flows
to sustain the movement of aquatic species.
4

Rationale: This condition addresses potential issues associated with the installation of
improperly designed and/or installed culverts.
17. Special Condition 17
1} Unless otherwise requested in the application and depicted on the approved
permit plans, culverts greater than 48 inches in diameter shall be buried at least one
foot below the bed of the stream. Culverts 48 inches in diameter and less shall be
buried or placed on the stream bed as practicable and appropriate to maintain
aquatic passage, and every effort shall be made to maintain existing channel slope.
The bottom of the culvert shall be placed at a depth below the natural stream bottom
to provide for passage during drought or low flow conditions. Culverts shall be
designed and constructed in a manner that minimizes destabilization and head
cutting.
2] Measures shall be included in the culvert construction/installation that will promote
the safe passage of fish and other aquatic organisms. The dimension, pattern, and
profile of the stream above and below a culvert or pipe shall not be modified by
widening the stream channel or by reducing the depth of the stream in connection
with the construction activity. The width, height, and gradient of a proposed opening
shall be such as to pass the average historical low flow and spring flow without
adversely altering flow velocity. Spring flow should be determined from gauge data,
if available. In the absence of such data, bankfull flow can be used as a comparable
level.
3) The Permittee shall implement all reasonable and practicable measures to ensure
that equipment, structures, fill pads, work, and operations associated with this
project do not adversely affect upstream and/or downstream reaches. Adverse
effects include, but are not limited to, channel instability, flooding, and/or stream
bank erosion. The Permittee shall routinely monitor for these effects, cease all work
when detected, take initial corrective measures to correct actively eroding areas, and
notify this office immediately. Permanent corrective measures may require additional
authorization by the U.S. Army Corps of Engineers.
Rationale: This condition documents the permittee's responsibility as it relates to the
installation of culverts.
18.If previously undiscovered cultural resources are encountered while condcuting
grading within the project area, the Corps shall be immediately notified in writing and
by telephone at: 828-271-7980 within 24 hours of the Permittee`s discovery of the
resources so that coordination can be initiated with the Cherokee Nation and North
Carolina State Historic Preservation Office.
Rationale: This is to address the Cherokee Nations concern regarding the potential for
the discovery of cultural resources during the grading operations.
5

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'� 1M0 � ,qp � � Fw ,we nm f•m ,ro, I.m
w a
� mmrs FLUME NO, to
1RG vOvl[KW SCALE; 1'=SV
,OCa
ww pu I,m Iq0 s�eo
VAgR FLUME NO.10
SCALE: 1—w -
Sftpwtt
— m•o.hu,E ! P!CALFLLIMEbETHL
I sev N�rFs: KTA
nAo,`En awrteE+v:ca.r.m.eae.,ne
wr.Auceeecww.a°em"E'�z'�rnwPOi•co�"r�r�'w °e a.a%m+nm
� =�_- _J._ ,� q rre 0.wwFM•�e0nuu�ew[s C/1nEC �inEi. r'e
-�-- _ Aoc[vrt.weaF,wei m'vnECFux rmwA UE[wl pLyiSgw a,E OFStvI P.¢
at WTfu,ciRv,E I +'�Frt o,��[anC51WR..rcw![u�pWl1„�xAC.9 T[ o. _ 0.
NFAXN `�i�eEi`aroureowmu arueAvo aAn""`ir`�`r�n,�ar
.— —. 1 sa �. o`A" �" PROPOSED WWR FLUME NO- B - NO. 14
WWR DISPOSAL AREA
PIEDMONT LITHIUM
oxo P.p 1N0 I.w fwe x:es a.m w Ism
MMEL U E HO-ll
Td
SCALti: r=�a• PIBpAtiON7 Pllan•nM �lin�m. i�[.
Sale Aa SI,gpA
ll l
Ian
� Fra �
wm Hors ras
snou+m Hoc+nvr,.n
�
cloi„rerbc..ra.m
1�E WA„
OrgNivrax�Pws
wra nweMo.�s
w
W
6r4PE0A00Clwiw

l
Tao L
•w r:m x.m :wv -pia —1� ►we r a+a e•m iwm n� ,sw n•m raoo
1 ---- ---- -------------------
WWR DITCH NO..1
SCALE: 1- IM
I �
p
eoi - - ffitiu - a�hu „
F � 4
WO __ ".. _. II £ 94C �� �o'r � 9a0 x�ae(er•tf• IYCO 9'A ian61,
uru, •�
I SppON Often S _
eon �
oOTfnGiVrd, p[],TQN tr O•mOf
1 Tw eo wa �o-ae woo m ee o0 o roa o rsa ca 1 no
MR DITCH NO, 2 WWR OITCH NO" 3 WWR DITCH NC. 4 WVVR DITCH NO.
SC.eLE: 1'e 1W E- 1"=lw SCAM 1-alwSCALE'" 1' 1 aMrn,e�rnmc�uv
pryplp, aYnllkr dvn cw wtlrn owml�gr[elion ><nflW Der ae,xP, P�=pq,ecrcrry JePn u.�
arm dIJ � Fri ro aTar ertJ Pr,n em n.1 r »cxro �+ r rq r�J
�eewNur weKx•,ur ,mdcnrx•.
ve.� ra,u+• �
PW _.- ow Y7a TcvoFw - 900 806� ru eiOncX
i ro. cPo�
eao em 'o_ law emTes
- - r� '� � em-rc.,v�men em � d � eor•o o,rp. W ouaeJ' uo�n n'`cmpeie.+ „rear" - =-rr ore�a »rt
s I
� mosoewrier��ew, ee e„aelmr�v ron.�auwiar
fOF �a cw� iCQ' _ _ +�rw x00 , w x•m S.m .m rw .9%wu'ts naasv[C�lee r.,[•nL .
� i.ee �•W aim a'°O s'e0 SSS Nw ..m a.00 e'er W PopfPwL•�-wPAc>"K�awai aE[r U/+7rMx w•.eT
wosoc" Pr xri[pura�u. nE rm[avu e[ n
euue+xn oWal nr xY�aE [.a r _
1WVVR DITCH NO.6
� pw.n.wormio..
�e,nrJmr �' �ncn•
a.x woe Nrna
Y
900 ,mnrmw� � soo
dJo„ow or e[2n d
NNlR DITCH NO.
SCALE: "• tW
emwMOin a�JsrawmlCTM
R I 6rJ
rpG[eNw�
WWR DITCH HO. 7
WWR DITCH HO. B
o.uare rnoxxrvr
Dorn
uo,�w,.wreem•
nocler+u>•
am .. Ta a•aru
sm
eao f - I
i soo
n R DITCH No.1C
SCALE' • 1 tr
oiwwe�moxicnov
V'J PTa
On�4Pour¢p qxx W^1U �
WJ'[n Yrn[5
TYPICAL WWR CTTCH xeO.1- NO.O DETAILS
SrG
Dior+
MJ�
prxoYwpn,
iF1a
pgMla wmleeigH
arnr W. r
i1
sn
aoMin K+� �IAIP
ep
+N.r pIW Op•
OnOnr®neol w
wKi prG n0.a
�dJ,W WCx w.w
wxn a[d W.e
Sa
wOineP IOO,rwPu'
6,P
AO41rmF]o[wM1V+
xYw grwn¢e
ww groreno
Ra
awn grp•am,,a
OnOJr�µ KlYfvlV
...� � io-ixm�nornc noevwu eeo�we
`� nimnwesl.e •.e,eu,awre+rnx>w surn•nv
+re�0i°6a,m nw.ww o[!°Isur�ndw �c:sw.�
an.x„rn:cr'a`wr w�a.�'.+wuw a,ro, ecA0C5.�e'�
x1 wrww w,.e,re n.nm wau xa ,.r nwa
A.vauw"�`r ��Porra+u�mgoo°ee
��e"� In
om n�-i—,w.rte rro- xa cem.

moll
PLAN VIEW : PRCPOSED MM1VR SEDIMENT PON]]HO.+
Y u: ,••sv
[1Mori mvlM
*NN tYtaaLe.iYTl/rrtif
S50 gbp
k-7—
— i4 Lid.{ a �e�.�ecW➢ � � ?�� — � ivwnw
�r¢`auy p jla L
CUTOFF SREWCFi o IL
S� ON SE'
casrH] 1f T I III
pee ,Ma t•ea +•M x• am Mi HN eee
SECTION A -A•
awe r,w
Sw sbo-
PROPOSED EMERGENCY SPILLWAY
LmnFwm.m
"arP P.ri•uAN.I
nice°wnm. Qom
PROPOSED EitlT CHANNEL
TV;MCAL DROP MLE7 DETAG
STAGE STORAGE Ci1RVE
» BL TP I ,
i�N F,3 cnwe
I tm
n.
rw
rmw�.yL.svpp sen.rn
srcewe oculaE carvr.r..�rs
.vp. 6 Acc. WiaC.�k
PA M1i {ef K! .•rv� w �► y.r0 aCnenc
e.n ye+u M1I
Tr•.m wn o.. q1 Aela s °e° uiy'� q� �
y ! A+e ua�ia nm
�T
os�i , xoTua .m
r�0.�iw ssp
Iw�w wn osA6, � ua� r�rvir 66a
k�lA ]e,a oaCle Ail
u'm ae+e r�eeo u f.T•5T
.mi, rm
�w u,1•�e AAA, ise uw i,w
� RTN. 6Ao ,Mw n,Omie a0.Ni s, �
�.+P 0.Tm A� oAAl1 L]ie] v-90 1uN mr�oe o,ax.s
� o.am amr w.n
rei�m � �� i�ixa aao�ia3 nm
1 � aL,w ate' e.rA
i�,m aww nun
ux�n AnN�i quo
.rA� �iwm R.ne
teiyp P1Tr• ILOo
mnm wr. +w ew•• eJip afe aw.x tii.x, ,Fw
lead rrw.oelhr.Y
��,A,.gx.pCr• i:,y:.;.-x•:7 .—frAMv .n�'4w
.cuw i]PdN[No F
V xYiYNwe .rr+n prwe[r SECnGlML VIEW L r � rypmj
s W CN+
IA
Nom
'+�' •Im,rw�l,+A+iNGLo0.Cw>DoxearyrA[X ON pilfiGeiwo Gliwi]pyyprly
1 LWMsiuWL • vn•viu M1. 3 LOe,1 iPA 1N{IILS Nr MC9APHICL MIN Ii.1['llCt 1lWOAAG L.6p.
xiintNl.Ay�Cph'IWGiO FVASTiYC0.IR DIMIf[iRi,TOlMAW[Whilri (apll pripu MAW,!^
i TIl MM W[at1Cu Icwi•MRnna.Y Nhtt,%p ifr i[rAvrn.lii'mMACAA FAAIfd,TIMo
DT—PW RtM!![MENTDETAIL

- ��PLyAffihu?r �
�II Nn.r-
- - � �NiQ�IIHL CffTOFA ENUI +� r.
'-tF+NOYT ELI •K
WX9t9�RRM[PDND X0.2 �' �
I r
• � : �,EAIEFDENC�"J rypp
47
- �._• - NDRUFL P.Nn E15 iY} .f
' Ph0N0.9i0 aI�kFL
Pvwnnccs�3aAc--
. CHAIN LINK PEN f'' .•
fl '
PLAN VIEW: pROPOEED W SEDIMENT POND ND.2
gpulPR � J+D.
A6a B`� FgirnP oaounpanw.Ts)
= Ppeln— raLW*lJNL e�aon[
bF IaHr cL•ro�p � x ww:+orcw.
� aix 5 �r}�wn WpR�aFa�x x� � 1� x^`• �� L
wz au ,Ka t�eo roo rlc[E�iO�GSr�ivawa
�rol9�iuRE
sEcTlou ea CifTOPF TRENCH DETAIL CO1RPM
!SO 95tl
��r'Ei�e an I Ptm :inn .
❑ rFYaT ,GGu'K
F Bfq• I ets�E.[}lpnu *mo / — B�
� LJ �
I cjrleeCn
vnv Ms0 1W6 �•® xM0 2.w ] w
r�wwnnwaP,e,
ww.r mm.:a,mo
„pd,nya.a+e[Auri
w
PROP= EME RD ENCY SPILLWAY
a a. aeemP.xox,
w'«scm.amov
,,,,,r,•,dv.,w om�
vr�br. a> YN
blc 121n 1q
,..vre lm bu um Rc/w
PRg,-Pogm un CHANNEL
TYPIW DROP ftln WA&
STAGE$ST�OR M,,p-2CIJ E
IGa�:
��r
r� m.•.:rr�Giim��
7u•-�Efr�i
i :cl'l4-�1
,v,m[w.�. sti,r,Pe Pw.nl
arow,iF rpiFrK/,�Wr�nd,a
wMLaeoexFM wwKo.s
� w
[errx urcw arrem..�
me vn m
src«.ac
.ow
.rc. srnec
amuu wlFm�
0.� m
a aee
[AO
n.,00F rAa
Ablri an
4m
rmm
oNee >Ifi]
Y�
0.N�e ue¢c ,m
�>e
ryi Xm
o�, «aw •m
amaR
aawT ,gym
�ll1�RS1u1P i-,�ra [[.Hv�,�
NI�'15 ]'77*
WL�]` Nmiw [LN iY% ���iREiW a,�N [. rai�� Isowmra
t�SIr5g0u�]R/�[Nu[we wx[nvYON[o.e[[C�tiNil[IINw[My[[I[NVRYGIWnLi
y Pnrn,[�wvN-McftlwcT-, IWw•c[ DT+1tr.f,III,[[r{I%i-Lgw Afih.
1 MTA1l an�ECu>[WGT[iHRSTaIl01 r.1xf.[1[rI— FL,s1 Waisrt ln1lr; Mie0,10[MLW
•.r1acFH IVY'+�[rweavwwx[ew'*�G/Ef'R"'x�xmrw 5cbveRa111i[Maviue AaS 1s w—
YVpr—&EMHA MEHr

Ile
urnwl..wlN.l
STAGE 37p1;g3E CURVE
�
'^wA aem.�N.rwoNv,a
6Erka. �{�, �
� .ea. s•m. ��'��
/.•' j ,..
,w.ve awoa..wn sam
�r
Aucru.!
-
e R
~-
y
PROPOSED EMERGENCY SPILLWAY
'
'T.�1�IECUO.s�lalc
r
1
�
M.iL.
^+�M�^
• r x
a
NpR•hL PODL EL 1gTa �`�
I
1
auac
PaxC uMilr a.
xxR �al..prr roRo Fr�.s
� � *
1
�'
--
a�.rtr,m rta-[mow,
Vim+: v � m at.�
rt �u � enTM iwi hau en
wnr
g*nwvE [Marva
STCI.E EHt:ilDY 9/SSPATIXt
+
ASueSNw tax
u�i
tA'V i4
• _
W 66.0
_ _�
NA .i"�,��
�
rvu
w.erdW�e.m dxn 9..+c'0..v
Niac
H1[D >f 0.MN m
rMm
0.r,% rm
ua9ctl
aft•o
ale6,
gyro 0.•y�ig
Daf[c �
ROPOEEb WAIF DUCH ND.
wrrhq.nxopwtir.rpu.
�' 0.,N. F tm
um
prpy
_ _ l .
•so
1
FROPosEpwAw [LwENp.e
�"
wmY. nx.4.
a,mr
PROPOSED IAKNEL
rw °g°[' a
P�10
xoRD
� \ 11
rm
xeoss t.m
. _
I
LAN VIEW: PROPORC! W WR SEDIMrWF POND RO.S
gdnDn rwr(n
eso esF
. � I Dl n,6 •�xA•� i � Fu uAremAl� `�xuwnuwtvrgiM'+oa�no5e
B00 i iaf —
d
DW � _'� txur..:TF.O iC �%CF AiM�.CrAn
OrinF>•«ute,wa
SECTIONS-k' CIfIOFF TREPJCH DEYA�L
aC.AG t••an r+,T.S
A60
aR•tq.o
� 80a l I PFD
Dew w(. t.to w rwa �.aa :.ro wF
SECTION A.N
aC.uE: -W
TYPICAL CROP 41 LET DUAL
I.1[r meOf rntM.rDIr.4T�
IM
SrAu.[e \ +IrwlrAl ter`• 1�11 �[[tfMkNd'Sw.MW
tWSiTfFM a1Y /
w:..rrFN� „tnF ar Fran SECTIOM.A VIEW
r.Pn.
roar met
Roils
.en rua MAttpe Ion uosmrc mvr[ce vu en;�h Fro u � unH sauxuns
L+nrgyAhtxrxhwnµ.WRik[rlar:L(S WIORb-CT,i wr ttlSW NTI6.F
3 Sim iwmr.tFh hxn(Prioln{; ip;w0.51Na[ .".rcri�iir r —rr.wN1I Y+. m0•r mwd L6•!
MmriH P,ur nw[.Min�r,ur,IltNrtrnvlerS a[rwrrn[H[5lihvnrt wNpttryrtrup. yDi tp ncu[:
TYPICAL EMIR a uRNT p@TAR

..gym nxEss Rono�, ----
i 41
Pkupwo 1'.a MKi.rA.6 ri• rsxrou. M+,.Sa dr+P+
¢I} x m o�•ewm
yy � crnr3k[INe ClfroFF rR:nGM +
S�'MEHr'P�HG Nb-e r ,•'w�PAws.rmr nH
CwwB1A. a,PP
N�.. ,,.,.r5ynufd.u.lanlYd
pft-MLLWAY
IuClaAl-- Lw�•,[[ [� a
E-utp� OISSNATDR
PROPOSW EWEitG EML'Y SPILLWAY
n�RNK PM i- 6FrAf� A. !li I 41ii i ,S k[5. �r.ypri .mn,Ms
ice' , h$ I � 'l l4 Sl �•i5 � S �� t �e
. �co=os6oeva:xcrr.ry __� 'F ' ' '.� , '.i� H•..e�. +s:�..: w-ro
. �le[:tG':l'J Bx�f �r•nnN_, �' I � , �� it m u ,m Bm x
4POPOsm ExiTCHANNEL
N.
l� IN 1 nores[nvn}.auuc o.++J
eLAH VIEW : PROP26E0 W WR SEDIMENT POND NO,4
c�rbrwr [..raw .
� enEi�o2,n[ � LaneBU.[. Me[F� cu �. Wu
wx v,fB ,wc 1A[ rm a,04 f.m a,f0 ..m
sECTMN B-&
@urrwv r wig
�ccvnnt,.a+*seNrBr
[++r'�'�+ p wnwr n u0e nn roe[aRov�
m�x'�M�1A� u�m' o[1bn=uwun
CUTOFF TRENCH DETAILB'n oPrnx•.,arWu
MO ABB
[nb3r RnE„➢ I
�v - r-eAro«ei uxn' aw
�m��wK W
Ke B•se ,wc [. �•m
TYMCAL DROP INLET LMML.
n18
STAGES 7R�Af�CL—
y �nacaa[
Y
C s�evw�C m�iaE���lBxs
sioe..0 rwE
mas sa P�.l ems• " un o-,•r n� BrN
rtprcd C� •.rb 0� 0.Hn....r�
�,RB Pa,n •'+sa 0.M1.
.sa Fo� 1m 0.;p� MffS em
R 6,pS fS�B ,Ax aria en H 0.w •ele anw .im, ,,m
pP•nhn� m.of v.M1[ ei�
,14W'wxI I - - �.ii.-.r ;.'. #M1 - ea4C'19NNwr
.q.t.,�. fi. 11 ir'_
�• r��x
__'YOni
I•.
. i f�`��' %:off. } /.'• f`
[rxr ri wa[1 x.n nn. SEC$WMVIEW L �rps• n.�ma
ran •anrt
s :e,nx[o.uce [o.IA wNco.*.nnw.n�rI•S/s as[u.es
:. wsrAl, . Mx.MW-, sa.3 anx I+sa wn's�a w. �[o,ax-rwm, Pw �.:� sw.[�uo a n
j. tisTlu scyylRugByunav5 ioeemslnu.1 � Oi[f[llvmoxB,wuw[k Iii4.OrI q[I?IOF a�sf
..r��A•TI[,e[auAufwlAkWIMBNIDIGHrVloe[[[,wuH,w, fKMMlaaFJ[OWI— InP>[tl X/a[I
TYPIC4 EMI AWMENT DETAIL

m
PLAN VIEW : PROPOSED W W R SEDIMENT POW n NO, 5
uo aon.Ltivawra exn� w - aeo
1f em
o•a e.aa i.ei f.w s.0 rW l'iro� �•w .wo
SECTIOA• BA'
9AA 8A0
ry
9. W Enanq1
ew e•de w e•se � f.pp
SECTION A -A'
- r.w
iM01. TAANLR
�sur eurtfAW
wWirP
nuwArCci�w[
CUTOFF TRENCH DETAIL cw•n
GwVFYm TiMKK.lExW 9bF t+was
n�gexeb� xseee�.aK[.ox1
ew dwNa+a ta,W
A.. etww.e CwF.'r�w fir.•,
•aq aiem
ew�p. nnfGrm:0.wn
� •i•aom
Irtp+fp�ta N.i
ooeRpAa
Frnrt iu mL+
PROPOSED EYEx.EWOY SPILLWAY
w.+a
I L
Lama 7
rx.XGhrPlx»imew}
Oa+alFmw un &w54 Y�R maw
�>389br xm.,
�••. AF�s� 1Aw
•w tivrypt Caw Ssao•: sAe
sYps��em[a
PW. • d Cnm•t 0.wxa
wdarnr. �aLisy.
nand NvY wsNn
Y � lamp.
1ms teFM Rm rop,sFA
Fr..ee`s: ,m MN
PROPOSED EM CHANNEL
-_rMCAL DROP IK OETAIL
vdA innrAluwWexr ..-L
rn� rIe[ rr.. f--�nriyP.fru4xm
I SpuI
p.3EALVIEW z�°" �Ww%v
I CIN cmEi
1.
STAGE STORAGE CURVE
vmn sE KwP w.6
wNe eE�nTt•Dxorns
NrGTN F. iwa:a
pr ml PI {w N N n++AIA A*dun[ wh.W,•A
W �y N
Pw W •�
evm Arpr ef,oi �yr�r
ayy a'1r offii
Aka. Mrul sAe
obfrl
w40o Aare /m
ner•0
Nr•Oo e,at�
oLeis a>b15
NCm vn xr aAws 0.arse rm ALwee 5.15a t•Ap
MOTES
eEfn nxnnMF NhitlnG rp/[Af944 fUrvTAt1 [m NrFnrylAMO r[r[AeK �dil nOA11.
9. ip51,t l • ae.x vurt, sa a [mR NSEs eui:ss iH sneCM+I.,CF AwrK iwrercE se+.ti�rw CJs.
'x wsuu susO.rrt nkA [Cw,P�C 1� i�#s s*R:r[rusF w wn[i,v 1Kr� r NaYr xYY[ S FN". Morn aG>•1[W p McKs,
ei,K'MY,,�h S,ues•wnnu��v-u_wuu.r•ipr e�•0[rnxv, fir[x�xuartnKu[oWrtuW >1p r05C LL;
TYPICAL EMSANKWENT DETAIL

=
BOO
090
i5O
TOO
�w taO xee Yee �q/
J t
TYP,CAL WASTE FILL RAMROA MA[L
Ym[iniiG
#mY�.
TOO nwneO�
� plMmm
9Eflt•3178LOPE OETNL
!M Iun£e m wiCH Pwo Oeaop
UWR SECTION NO.1
9�0
OSO
8OY
l50
TOO
FW eNe !•0� YW �i �W ...ao
MR SCUM NO.2
muiE r.ov
euaoeee w�amanne a,wl.LONI ,y w,,.,� ,
m>rosw i-arr+. owP
rnucewr+a orc.u"e
TYP�CALnra1 ❑ESRIL
I—t's.N�q itr rourmw
PROPOSED LOW WATER ❑ROSSIN(i

EWR FLUME WO. t
SCALE: I =w
EWR FLUME N0. 3S
$Cw.e 1-=SW
ors 41.
eso
I
EWR FLUME NO-Y
SCALE: IL.5p1
EWR FLAME NO 3
SCALE! P-6v
NDTES
v W ietn�. yyay ee,,pepNp�o er xne
oaanm `s w+M ee�*nox uo� eA nsiK6�a.1HE
P:u Nut e[ A c�BntA. v,� Wn.l" a pnGe ixi„ N wawx
BLv i+.00e, he x�s[wc vuu
�Tayy,W wm NaxNrtvrvoawnvmuneON
s,+.�
eE.,lx
oRJ
RT�nTM
p14HEl
PMR1nl NLt,
P'� RwAE Na i
MA 4wlE No -a
B/i011TC0ADCN �ws
ew�a a
OWYma eocK wsW
AAM rtNiq i+Ge
uo
.w
EWRFLVME NOA
SCALE: 1' a 50'
� 9LCpWR
Y
�rlwe anweeo+cu nrcun
MICA, F UME DETAIL
ni t,

yY
mo
&
xa
oroXd•u�
� emroxvMzH
�
�
' roB
��ao— s.la --
aNn r.�
ewo
aKe
EWR DMIA Ma 1
SCALE: 1' � 1
p.11Cv1
eonarAonr [.V.•eEL rcortcnoX
To
ir] 1R]
wcx wrne
Bm
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PLAN VIEW, PROPOSED EWReS EDIMEW POND NO.I
ZQ Sonar' gm ]
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CLRCFF TREYCN DETAIL °OHS
u-4.
L
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PrU DSED EMERGENCY SPILLWAY
T� '�EatR�q
liml
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STAGE S-CRAG E CURVE
a W wPOND aY.,
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TYPICAL DROP 6LETEIETA14
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f.ia:4":{xa.Nurnor ssn Pae. aLnllF w,,[caeWeaz wernn ACaa fISVMIn{.s.
x AN�pWxa„ ro ipyy s,Lu[— AWe epN WI[ILfnWjNN xj x e,.fAPLx.O,i, ,,
[.rq MNF•151,.,1Nnv[•Lrlhtx,yN tlKi111 t%e el. -wy. 514�aLL�N,�(Lu•uw type rpyWL
TYPICAL EA B WKNENT DETAIL

b
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7
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PLAN VIEW; PROPaSEo EVlR SE 7lNfNT PpHo NC.2
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pplpA lax.pP[oENFm
O'iYY YIHaTUK
3EC[]Did.@•g' CIICOFF TRENCH OErAI�
990 - 950
4a
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PFMPOSEO EMERGENCY SPILLWAY
N.rA Lm Axxb
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TYPICAL DROP IIYLO OETAFL _
S7A s 57�0'R►. CURVE
sigrvw YJL1Rre CZ�Rm'c
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F bi41 W[neP aup�wFlrFw[o RAIA YI eue'NFPF OA[minm uNeNN.IFNI I[Crllpw WlmFi pl Sxw
r.+K. Rxa niPL xIALL furl • wwxVel wwlP of a ti. FEIYrtIN f•L SliMulauw [pwNc. I �' � •�F .
TYPICAL FMB&%KMEM G�

STYE =RArE CARVE
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OPa WILLWAY L1AMS.aSERCY
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£IROPMED EMEROENCT SRLLP7AY
r�
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nab
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SPIL�i4nY
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1
I
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• • - -
,
M w.h• Iwrvewty
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PROPOSED EDIT CHANNEL
raam
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v,an xoc
E'M! rwME Na s
PLAN VIEW: PROPOND EWR 9EI?pM R POND N0.7
p G.[ow rraw,
LW gpp aoasrn papAelwpaq�Pn
OvF�IA]11rCCT}sri—
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SECTNkJ E-e' RMrF TREtJCN DETAIL overt
no
cwr wR.arpexN
SECTM AN
TYPICAL DROP INLET DETAIL
.nu Pns,Me :e.n wun, m-1
2 sun-
I,'Ltx,'Rln.1 axrFRsn[ $ecTPixrai,aEw L � ... ..RIP "n.aV16
,. sctwvti+rvu Avrnxc Ia IMSOn ro"r.oLorwRinzi nno nnlamn susunx
L.lm,.Anlw.ai.lsr,00. rmu.Asrus.r A[Cnow.n-iwrrJ P rcrKrsnNcwPasa
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..,nP Aaannauv.N.rrnwnr.ua sssmnnleoLlnvHlNnnvon.er sn000u.,vc
TYPJ= EMOAWMENRDETAIL

T
41.
— — T ��__ .� •-=fit k` si��.
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j 1iAULROAOT¢NURTH.Pd1++ .
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PLAN VIM r PROPOSED SEO W ENT mN D HO SB 1
e
rw
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ew
_
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PwC 2.20 2•.v
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r ..r•iub
PROPOSED EYEROFkOY SPILLWAY
(corm ,ulyd•
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ruw.rFina r wrwwr.orcwmeEORorY
CLITOFF TRENCH DETAIL
TyPr-M nROP JNLUT DETAIL
�.
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•
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u
I WID 1F�GMfir M M.C?. [nx 111.W tNT4•V vM1ealEmF�.vary pF NREYM1YS
1-AN- ,MR MFLUIMInti,D,lYr!!W[THy plPkrnT W10lNpANM(YI :Ir Kt(NA
w[tlNV E.LM.
.4
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I m�
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CMUIETE FLIWIE CESKW
Po,.'sn wr•nf.se, [. "- a..M..sv
rw.9rrnrn.xso•reotmwv.,«�.n;
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Wtal� .ft•b
PROPOSED SEDIMENT POND S63
PRELIMINARY
;atEEr
P.ven,mi WYuna 3nc. 23032
�Belm Coeny, NC ••'•
0.RSHALI� LLE`
FS

7ga
STONE ENERGY DISSIPATQR$
30' H.D.P.E. EMMGENCY SPILLWAY'..
Cfi i ,
I 1
15" C-td.A- 113GA�VL
SPILLWAY 7
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' PkOPOSF,D §APPLES". OF 3 F a-;
PLAN VIEW : PROPOSED 6EaMENT POND NO. SEP
e[v B20
mw B°E
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rve
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SECTION B$•
PROPOSED N-a P E. PIPE EMERGRICY LLWAY
�Wa u[Np
wm.•1. ^
vas. sm x
_ sii/e,evi .
I>an•.u^Po. v.� e
TYPICAL DROP MET DETAIL
H.T�1.S.—
Slage storege Curve
sas
aA0 A62 ADI QAL AAa
i
i
rW.Nw�sp.��
ec n a w -- —
a^
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PL,4N VIE: PROPOSED SEOIYEN POND NO. 903
Boo 910
--
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PRO=ILE AA'
ec•uf: r.ar
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sl=�rloN a -a•
it
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PROPOSED ENFROENCY SPILLWAY
4curar, TM ormuwo PDUNRNrm
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o�wuuolelwe
con�"`�rclir"
900FF ITCH DETAIL
TYPICAL DROP INLET DETAIL
N.T•S,
a.Os nart wp t /%om�,,
}T '•5SECTIONAL VIEW lrilc�il raN,a vr. n,
rsJ
ham
1 !F=T atilFase Ylflu!-KN !f/SO.1']rl14'1t 011{iN.C>•4VT, n'ICsid. WN1111MS
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f M1el.lLM�N4[aMl�6 R}.Yi.fty[ryel,plNICT,YSYIOyY{sMNE'/�:IT IPGN W:tWO
a he wwrn��xlalW+Ln MrvNcta utcn•er s.t+_1tsHlCftn�IpNssseun[a{1VF �to
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PROPOSED SEDIMENT POND SB3
PRELIMINARY
�l IEEE
m.weere. �5 of 37
Pednmt saypp, l+c
[iuxn Cawy, KC ..•• �
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Lri

a
AI➢lE RDF
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j' SB4
1
PROPOSED BAFF"S
I— STONE
ENERGY L115
PATOR B
{TYP. OF 3 EA.}
1 1
PLAR VIM: PROPOSED SEDIU, POND RA GD4
wPL IJ K1m
140.A
AR.11l:.E I.ee
rrs
e•oa o•r- o.o �-.a o.aE ,.PP o-z. ,�w
SECTION e-e'
MM - M
PROMSEU E1/EHDERCY SPILLWAY
Fuer� wpwol^dPr.,Ew�3i
ray euxuvi �.wnwn Ic ror cr]+n e�uro�r
E� ��S+.fln&.E Ew],xxruru,uL
w.n.uw ro �s'c or acururRo
WTWF TRENCH DETAe.
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TYPICAL DRDP INLET DETAIL
N,T,$
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1
PLAN VIEW: PROP06m !�IBIENT POND NO. SBS
eor C.al� nr�
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C�[QpP TRENCH FIE'EN�C
TYPICAL DROP IN LEE DEfA11
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56CTION NEWS
TYPICAL PIT CROSS SECTION TYPICAL RECLAMATiON
PIT CROSS SECTION
PIEDMONT LITHIUM, INC.
PIEDMONT LVrHIUM '� aR.r+n1 R I E D/IAONT
32 d V WkC.OLNTON WEST QUADRANGLE
GASTON COUNTY, NORTH CAROLINA LITHIUM

ROY COOPER
Governor
MICHAEL S. REGAN
secrrfary
LINDA CULPEPPER
Director
Piedmont Lithium, Inc
Attn: Patrick Brindle
5706 Dallas-Cherryville Highway
Bessimer City NC 28016
NORTH CAROLINA
Environmental Quality
October 21, 2019
DWR 1120190035
Gaston County
Subject: Approval of Individual 401 Water Quality Certification with Additional Conditions
Piedmont Lithium Project
USACE Action ID. No. SAW-2018-01129
Dear Mr. Brindle:
Attached hereto is a copy of Certification No. WQC004201 issued to Mr. Patrick Brindle and Piedmont
Lithium, Inc., dated October 21, 2019. Please note that you should get any other federal, state or local
permits before proceeding with the subject project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval and its conditions are final and binding unless contested. This Certification can be
contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an
administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60)
calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's
Office at [phone] for information. A petition is considered filed when the original and one (1)
copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday
through Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:
� & North Carolina Department of Environmental Quality I Division of Water Resources
52 North Salisbury Street 1 1617 Mall Service Center I Ralef h, North Carolina 27699/617
rH
919.707.9000

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 2 of 10
If sending vio US Postal Service: if sending via delivery service (LIPS, FedFx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed. this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act and ISA
NCAC 02H ,0500. Contact Sue Homewood at 336-776-9693 orsue.homewood@)ncdenr.gov if you have
any questions or concerns.
Sincerely,
Mac Haupt, Acting Supervisor
401 & Buffer Permitting Branch
cc: Kelly Thames, HDR (via email)
David Shaeffer, USACE Charlotte Regulatory Field Office (via email)
Byron Hamstead, LISFWS (via email)
Olivia Munzer, NC WRC (visa email)
Todd Bowers, EPA, (via email)
DWR MRO 401 file
DWR 401 & Buffer Permitting Branch file
Filename: 20190035PiedmontLithiumProject(GAston)_IP.docx

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 3 of 10
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC004201 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500,
to Mr. Patrick Brindle and Piedmont Lithium, Inc., who have authorization for the impacts listed below, as
described within your application received by the N.C. Division of Water Resources (Division) on January 4,
2019 and subsequent information on May 31, 2019, July 3, 2019, and September 5, 2019 and by Public
Notice issued by the U. S. Army Corps of Engineers and received by the Division on January 17, 2019.
The State of North Carolina certifies that this activity will not violate the applicable portions of Sections
301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the
application, the supporting documentation, and conditions hereinafter set forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification:
1. The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b) and/or (c)]
Type of Impact
Amount Approved (units)
Permanent
Amount Approved (units)
Temporary
Stream
Impact 1— Stream 2*
178 (linear feet)
0 (linear feet)
Impact 2 — Stream 3
1,090 (linear feet)
0 (linear feet)
Impact 3 —Stream 8*
249 (linear feet)
0 (linear feet)
Impact 4 — Stream 8
549 (linear feet)
0 (linear feet)
Impact 5 — Stream 9
77 (linear feet)
0 (linear feet)
Impact 6 — Stream 10
520 (linear feet)
0 (linear feet)
Impact 7 — Stream 11
30 (linear feet)
0 (linear feet)
Impact 8 — Stream 15
1,126 (linear feet)
0 (linear feet)
Impact 9 —Stream 15*
81 (linear feet)
0 (linear feet)
Impact 11—Stream 12
917 (1inearfeet)
0 (linear feet)
Impact 12 — Stream 12*
700 (linear feet)
6 (linear feet)
Impact 13 —Stream 12*
55 (Iinear feet)
0 (linear feet)
Impact 15 —Stream 1213
240 (linear feet)
0 (Iinear feet)
404/401 Wetlands
Impact 14—Wetland 9
0.18 (acres)
0 (acres)
Indirect Impacts:
Wetlands 1-8, 11-13, 16
7.46 (acres)
0 (acres)
Open Waters
Impact 10— Pond 3
0.08 (acres)
0 (acres)
Impact 15 -- Pond 4
0.08 (acres)
0 (acres)
* Indicates perennial stream, mitigation required

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 4 of 10
Mitigation must be provided for the proposed impacts as specified in the table below. The Division
has received an acceptance letter from the NC Division of Mitigation Services (DMS) to meet this
mitigation requirement. Until the DMS receives and clears your payment, and proof of payment has
been provided to this Office, no impacts specified in this Authorization Certificate shall occur. For
accounting purposes, this Authorization Certificate authorizes payment to the DM5 to meet the
following compensatory mitigation requirement [15A NCAC 02H OS06 (b)(6)]:
Compensatory Mitigation
River & Sub -basin Number
Required
Stream
1,263 (linear feet)
Catawba
03050102
Wetlands
7.64 [acres]
Catawba
03050102
3. The Permittee shall conduct surveys for state -listed mussel and crayfish species within the project
limits prior to project commencement in accordance with recommendations from North Carolina
Wildlife Resource Commission. Survey results shalt be supplied to the NCWRC prior to project
commencement. [15A NCAC 02H .0506(b)(2) and 15A NCAC 046.0125]
4. Streams within the project limits that have been avoided by direct impacts from the project shall be
monitored for surface Flow by the Permittee to establish any loss of hydrologic fun ctionlflow and to
determine if the streams continue to provide aquatic life propagation and biological integrity per
required in North Carolina Administrative Code 15A NCAC 2B .0211]1). Continuous flow
measurement shall occur through gauges installed at the locations identified as 401-1 through 401-5
as shown on the attached Monitoring Location Map:
Background flow measurements shall be conducted for a minimum of 1 year prior to the
commencement of pit dewatering activities and shall continue until a it can be demonstrated that all
possible pit dewate ring conditions have been realized for a sufficient period of time to document
flow trends during each season, and any hydrologic function/flow impacts have been sufficiently
monitored. Annual reports of monitoring shalt be submitted to the Winston-Salem Regional Office
on June 1 of each year.
If monitoring of stream flow indicates a reduction of flow of greater than 10% at any sampling
location, then the Permittee shall submit a report to the Division which includes an analysis of of
hydrologic and aquatic function of the stream. If the Division determines that there has been a loss
of functioning accordance with 15A NCAC 2B .0211(1) the Permittee shall submit a mitigation plan
to the Division.
5. Upon the start of pit dewatering activities, groundwater levels shall be continuously monitored in
observation wells OB-1 through OB-13 as shown on the Mine Map provided with the July 3, 2019
supplement provided to the Division. Groundwater levels in the observation wells shall be recorded
a minimum of 24 hours prior to the start of pit dewatering. The Permittee shall provide a minimum
of 1 year of baseline monitoring from previously estahlished monitoring lnratinnc [MW-1 to MW-5,

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 5 of 10
OW-2S, OW-2D, PW-1, OW -IS and OW-113J to represent groundwater elevations across the site
prior to the commencement of pit dewatering. Annual reports of monitoring results shall be
submitted to the Winston-Salem Regional Office on June 1 of each year. If observation well show
lowering of the groundwater table below that predicted by the technical memo submitted to the
Division on July 3, 2019 then the Permittee shall provide an updated report that addresses impacts
to surrounding public water supply wells.
6. A copy of the stormwater outfaii/surface water monitoring plan, as approved by the Division of
Energy, Mineral and Land Resources NPDES Permit and/or Mining Permit shall he submitted to the
Division prior to the commencement of mining activities. Additional surface water monitoring
requirements may be added by the Division upon review of the surface water monitoring plan(s)
approved by the Division of Energy, Mineral and Land Resources. [15A NCAC 02H .OS06(b)(5)]
7. Stormwater runoff from impervious surfaces throughout the entire project site shall be addressed in
one or more of the regulated programs: an approved Sediment and Erosion Control Plan, a NPDES
stormwater permit, a NPDES wastewater permit, a Division approved Stormwater Management Plan.
[15A NCAC 02H .0506(b)(5)]]
S. This approval is for the purpose and design described in your application and as described in the Public
Notice and as amended in supplemental information supplied to the Division. The plans and
specifications for this project are incorporated by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require an
application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
9. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the
impacts (including temporary impacts) as authorized under this Certification. [15A NCAC C2H .0501
and .0502]
10. All construction activities shall be performed and maintained in full compliance with G.S. Chapter
113A Article 4 (Sediment and Pollution Control Act of 1973).
11. Sediment and erosion control measures shall not be placed in wetlands or waters except within the
footprint of temporary or permanent impacts authorized under this Certification. 115A NCAC 02H
.0501 and .0502]
12. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands. [15A NCAC 02B .0201]
13. An NPDES Construction Stormwater Permit (NCG010000) is required for construction projects that
disturb one (1) or more acres of land. The NCG010000 Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated in the conditions of the permit. If the
project is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and
reporting requirements is required. [15A NCAC 02H .0506(b)(5) and (c)(5)]

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 6 of 10
14. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current version
of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and Maintenance
Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be
used to minimize excavation in flowing water. [15A NCAC 02H .0506(b)(3) and (c)(3)]
15. Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of
the stream above and below a pipe or culvert shall not be modified by widening the stream channel or
by reducing the depth of the stream in connection with the construction activity. The width, height,
and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring
flow without adversely altering flow velocity. 115A NCAC 02H .0506(b)(2) and (c)(2)].
Placement of culverts and other structures in streams shall be below the elevation of the streambed
by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter
for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and
aquatic life.
If multiple pipes or barrels are required, they shall be designed to mimic the existing stream cross
section as closely as possible including pipes or barrels at flood plain elevation and/or sills where
appropriate. Widening the stream channel shall be avoided.
If bedrock is discovered during construction, then DWR shall be notified by phone or email within 24
hours of discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts
or bridges shall be provided to maintain the natural hydrology of the system as well as prevent
constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shah be used where practicable instead of rip -rap or other bank hardening methods.
16. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or
wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and
Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of
contact between the fertilizer and surface waters. [15A NCAC 02B .0200 and 15A NCAC 02B .0231]
17. If concrete is used during construction, then all necessary measures shall be taken to prevent direct
contact between uncured or curing concrete and waters of the state. Water that inadvertently
contacts uncured concrete shall not be discharged to waters of the state. [15A NCAC 026.0200]

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 7 of 10
18. No temporary impacts are allowed beyond those included in this Certification. All temporary fill and
culverts shall be removed, and the impacted area shall be returned to natural conditions within 60
calendar days after the temporary impact is no longer necessary. The impacted areas shall be
restored to original grade, including each stream's original cross -sectional dimensions, planform
pattern, and longitudinal bed profile, All temporarily impacted sites shall be restored and stabilized
with native vegetation. [15A NCAC 02H .0506(b)(2) and (c)(2)1
19. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be installed as
outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and
Design Manual or the North Carolina Surface Mining Manual or the North Carolina Department of
Transportation Best Management Practices for Construction and Maintenance Activities so as not to
restrict stream flow or cause dis-equilibrium during use of this Certification. [15A NCAC 02H
.0506(b)(2) and (c)(2)1
20. Any riprap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity.
All riprap shall be buried and/or "keyed in" such that the original stream elevation and streambank
contours are restored and maintained. Placement of riprap or other approved materials shall not
result in de -stabilization of the stream bed or banks upstream or downstream of the area. [15A NCAC
02H .0506(b)(2)]
21. This Certification does not relieve the applicant of the responsibility to obtain all other required
Federal, State, or Local approvals before proceeding with the project, including those required by, but
not limited to Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout
Buffer regulations.
22. All mechanized equipment operated near Surface waters shall be inspected and maintained regularly
to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic
materials. Construction shall be staged in order to minimize the exposure of equipment to surface
waters to the maximum extent practicable. Fueling, lubrication and general equipment maintenance
shaft not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuels and
oils. [15A NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211(12)]
23. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
24. In accordance with 143-215.85(b), the applicantshall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless
of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons
that cannot be cleaned up within 24 hours.

Piedmont lithium Project
DWR Project #20190035
individual Certification #WRC004201
Page 8 of 10
25, Mr. Patrick Brindle and Piedmont Lithium, Inc. shall conduct construction activities in a manner
consistent with State water quality standards (including any requirements resulting from compliance
with section 303(d) of the Clean Water Act) and any other appropriate requirements of State and
Federal law. [15A NCAC 02B .02001 If the Division determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or that State or federal law is
being violated, or that further conditions are necessary to assure compliance, the Division may
reevaluate and modify this Certification. Before modifying the Certification, the Division shall notify
Mr. Patrick Brindle and Piedmont Lithium, Inc. and the U.S. Army Corps of Engineers, provide public
notice in accordance with 15A NCAC 02H .0503 and provide opportunity for public hearing in
accordance with 15A NCAC 02H .0504. Any new or revised conditions shall be provided to Mr. Patrick
Brindle and Piedmont Lithium, Inc. in writing, shall be provided to the U.S. Army Corps of Engineers for
reference in any Permit issued pursuant to Section 404 of the Clean Water Act, and shall also become
conditions of the 404 Permit for the project.
26. Upon completion of all permitted impacts included within the approval and any subsequent
modifications, the applicant shall be required to return a certificate of completion (available on the
DWR website https://edocs.deu.nc.poy/Forms/Certificate-of-Completion). [15A NCAC 02H .0502(f)]
27. If the property or project is sold or transferred, the new Perm ittee shalt be given a copy of this
Certification (and written authorization if applicable) and is responsible for complying with all
conditions. [15A NCAC 02H .0501 and .0502]
28. This Certification neither grants nor affirms any property right, license, or privilege in any waters, or
any right of use in any waters. This Certification does not authorize any person to interfere with the
riparian rights, littoral rights, or water use rights of any other person and this Certification does not
create any prescriptive right or any right of priority regarding any usage of water. This Certification
shall not be interposed as a defense in any action respecting the determination of riparian or littoral
rights or other rights to water use. No consumptive user is deemed by virtue of this Certification to
possess any prescriptive or other right of priority with respect to any other consumptive user
regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or
expanded.
29. This certification grants permission to the director, an authorized representative of the Director, or
D E N R staff, upon the presentation of proper credentials, to enter the property during normal lousiness
hours. [15A NCAC 02H .0502(e)]
30. Non-compliance with or violation of the conditions herein: set forth by a specific project may result in
revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.

Piedmont lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 9 of 10
31. The permittee shall report to the Mooresville Regional Office any noncompliance with this
certification, any violation of stream or wetland standards E15A NCAC 02B .02001 including but not
limited to sediment impacts, and any violation of state regulated riparian buffer rules f 15A NCAC 02B
.02001. Information shall be provided orally within 24 hours (or the next business day if a weekend
or holiday) from the time the applicant became aware of the circumstances. A written submission
shall also be provided within 5 business days of the time the applicant becomes aware of the
circumstances. The written submission shall contain a description of the noncompliance, and its
causes; the period of noncompliance, including exact dates and times, if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps taken or planned
to reduce, eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the
date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. 115A NCAC 02H .0507(d)(2) and 15A NCAC 02H .0506]
This the 215t day of October 2019
A��K;
M4 Haupt, Acting Supervisor
401 & Buffer Permitting Branch
SLH
WQC004201

IL
CLilt,AL A
LEGEND ip
IF Project Boundary
(9B3 ac.)
HDR Delineated -
Streams
HDR Delineated Pond y
' - HDR Delineated
Wetlands
MYV=S jjhj
LO I
Desktop Streams j
Desktop NVVI Wetland `.
109-Year FEMA
Floodplain
Culverts r
0 Feet 1,800 -
e
Mt t"C?Mu l Frr �1—v (y
Srtpxg W.. St. i.lL" .. I[T.IY�W.3
401-5 SM. a FNl '� - ►"L- C1 =3
601.5 $1. 7 _ _ _ - J Q.
ea1.� Sm. FMa - C
401.0 W S ,� Q-
C
d
PRSVIOUSLY ESTABLISHED GROUNDWATER LEVEL MONITORING LOCATIONS n
■ Pumping Well V ro
� Observation Well � 3
0
PROPOSED FLOW MONITORING AND MINE MAP GROUNDWATER LEVEL LOCATIONS
0 Proposed 401 Flow Monitoring Locations Iineb1=xooirH
Q 061-0813 Wells from Mine Map {713119) y 0 Feet 200 a 3
- Ca
o � a 0
F` Q W n

Compensatory Mitigation Responsibility Transfer Form
Permittee: Piedmont Lithium, Incorporated, Patrick H. Brindle Action ID: SAW-2018-01129
Project Name: Piedmont Lithium Mine County: Gaston
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitlgation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USAGE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in mare than one
8-digit Hydrologic Unit Cade (HUQ multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050107_ Catawha Rivar Racin
Stream impacts (linear feet)
Wetland Impacts acres)
Warm
Cool
Cold
Riparian
Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
6,385.5
7.64
rr more inan one mit! gatron sponsor will be used for the permit, only include ianpacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 030501n2. Catawha R;Uar Racan
Stream Mitigation (credits)
Wetland Mitigation (credits) --
Warm
Cool
Cold
Riparian
Riverine
Riparian Non-
Riverine
Non -Riparian
Coastal
12,007
7_9
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifles a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand -that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative
Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
■ once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
■ Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
■ Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/iLF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
■ If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios maybe applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDM5 confirming their willing and able to accept the applicants
compensatory mitigation responsibility, dated 12/2112018was included with t_he preronstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated hnnkledger to: I j the Permittee. 2] the USAGE
Project Manager at the address below, and 3] the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC Z7587 (email.- [e-mail]), Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David L. Shaeffer
USACE Field Office. Asheville Regulatory Office
U5 Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Email,, [e-mail]
iJlg igned by
JDMESMIE5.MICFiAEAEL5C4TT.125831 4073
Datr.2019.11.2211:25:09 -05-00-
USAC E Project Manager Signature
11 22 2019
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.arrny.mil

ROY COOPER
Governor
MICHAELS.REGAN
Secretary
LINDA CULPEPPER
Director
Piedmont Lithium, Inc
Attn: Patrick Brindle
5706 Dallas-Cherryville Highway
Bessimer City NC 28016
NORTH CAROLINA
Environmental Quality
October 21, 2019
DWR # 20190035
Gaston County
Subject: Approval of Individual 401 Water Quality Certification with Additional Conditions
Piedmont Lithium Project
USACE Action ID. No. SAW-2018-01129
Dear Mr. Brindle:
Attached hereto is a copy of Certification No. WQC004201 issued to Mr. Patrick Brindle and Piedmont
Lithium, Inc., dated October 21, 2019. Please note that you should get any other federal, state or local
permits before proceeding with the subject project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval and its conditions are final and binding unless contested. This Certification can be
contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an
administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60)
calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's
Office at [phone] for information. A petition is considered filed when the original and one (1)
copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday
through Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:
D_E Q;� North Carolina Department or Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
ifa�w w.m 919.707.9000

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 2 of 10
If sending via US Postal Service: If sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act and 15A
NCAC 02H .0500. Contact Sue Homewood at 336-776-9693 or sue.homewoodPncdenr.eov if you have
any questions or concerns.
Sincerely,
Mac Haupt, Acting Supervisor
401 & Buffer Permitting Branch
cc: Kelly Thames, HDR (via email)
David Shaeffer, USACE Charlotte Regulatory Field Office (via email)
Byron Hamstead, USFWS (via email)
Olivia Munzer, NC WRC (via email)
Todd Bowers, EPA, (via email)
DWR MRO 401 file
DWR 401 & Buffer Permitting Branch file
Filename: 20190035PiedmontLithiumProject(Gaston)_IP.docx

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 3 of 30
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC004201 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500,
to Mr. Patrick Brindle and Piedmont Lithium, Inc., who have authorization for the impacts listed below, as
described within your application received by the N.C. Division of Water Resources (Division) on January 4,
2019 and subsequent information on May 31, 2019, July 3, 2019, and September 5, 2019 and by Public
Notice issued by the U. S. Army Corps of Engineers and received by the Division on January 17, 2019.
The State of North Carolina certifies that this activity will not violate the applicable portions of Sections
301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the
application, the supporting documentation, and conditions hereinafter set forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification:
1. The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b) and/or (c)]
Type of Impact
Amount Approved (units)
Permanent
Amount Approved (units)
Temporary
Stream
Impact 1— Stream 2*
178 (linear feet)
0 (linear feet)
Impact 2 — Stream 3
1,090 (linear feet)
0 (linear feet)
Impact 3 — Stream 8*
249 (linear feet)
0 (linear feet)
Impact 4— Stream 8
549 (linear feet)
0 (linear feet)
Impact 5 — Stream 9
77 (linear feet)
0 (linear feet)
Impact 6 — Stream 10
520 (linear feet)
0 (linear feet)
Impact 7 — Stream 11
30 (linear feet)
0 (linear feet)
Impact 8 — Stream 15
1,126 (linear feet)
0 (linear feet)
Impact 9 — Stream 15*
81(linear feet)
0 (linear feet)
Impact 11— Stream 12
917 (linear feet)
0 (linear feet)
Impact 12— Stream l2*
700 (linear feet)
0 (linear feet)
Impact 13—Stream l2*
SS (linear feet)
0 (linear feet)
Impact 15—Stream 1213
240 (linear feet)
0 (linear feet)
404/401 Wetlands
Impact 14 — Wetland 9
0.18 (acres)
0 (acres)
Indirect Impacts:
Wetlands 1-8, 11-13, 16
7.46 (acres)
0 (acres)
Open Waters
Impact 10 — Pond 3
0.08 (acres)
0 (acres)
Impact 15 — Pond 4
0.08 (acres)
0 (acres)
* Indicates perennial stream, mitigation required

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 4 of 10
2. Mitigation must be provided for the proposed impacts as specified in the table below. The Division
has received an acceptance letter from the NC Division of Mitigation Services (DMS) to meet this
mitigation requirement. Until the DMS receives and clears your payment, and proof of payment has
been provided to this Office, no impacts specified in this Authorization Certificate shall occur. For
accounting purposes, this Authorization Certificate authorizes payment to the DMS to meet the
following compensatory mitigation requirement [15A NCAC 02H .0506 (b)(6)]:
Compensatory Mitigation
River & Sub -basin Number
Required
Stream
1,263 (linear feet)
Catawba
03050102
Wetlands
7.64 (acres)
Catawba
03050102
3. The Permittee shall conduct surveys for state -listed mussel and crayfish species within the project
limits prior to project commencement in accordance with recommendations from North Carolina
Wildlife Resource Commission. Survey results shall be supplied to the NCWRC prior to project
commencement. [15A NCAC 02H .0506(b)(2) and 15A NCAC 04B .0125]
4. Streams within the project limits that have been avoided by direct impacts from the project shall be
monitored for surface flow by the Permittee to establish any loss of hydrologic function/flow and to
determine if the streams continue to provide aquatic life propagation and biological integrity per
required in North Carolina Administrative Code 15A NCAC 2B .0211(1). Continuous flow
measurement shall occur through gauges installed at the locations identified as 401-1 through 401-8
as shown on the attached Monitoring Location Map:
Background flow measurements shall be conducted for a minimum of 1 year prior to the
commencement of pit dewatering activities and shall continue until a it can be demonstrated that all
possible pit dewatering conditions have been realized for a sufficient period of time to document
flow trends during each season, and any hydrologic function/flow impacts have been sufficiently
monitored. Annual reports of monitoring shall be submitted to the Winston-Salem Regional Office
on June 1 of each year.
If monitoring of stream flow indicates a reduction of flow of greater than 10% at any sampling
location, then the Permittee shall submit a report to the Division which includes an analysis of of
hydrologic and aquatic function of the stream. If the Division determines that there has been a loss
of functioning accordance with 15A NCAC 2B .0211(1) the Permittee shall submit a mitigation plan
to the Division.
S. Upon the start of pit dewatering activities, groundwater levels shall be continuously monitored in
observation wells OB-1 through OB-13 as shown on the Mine Map provided with the July 3, 2019
supplement provided to the Division. Groundwater levels in the observation wells shall be recorded
a minimum of 24 hours prior to the start of pit dewatering. The Permittee shall provide a minimum
of 1 year of baseline monitoring from previously established monitoring locations (MW-1 to MW-5,

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 5 of 10
OW-2S, OW-2D, PW-1, OW -IS and OW-11)) to represent groundwater elevations across the site
prior to the commencement of pit dewatering. Annual reports of monitoring results shall be
submitted to the Winston-Salem Regional Office on June 1 of each year. If observation well show
lowering of the groundwater table below that predicted by the technical memo submitted to the
Division on July 3, 2019 then the Permittee shall provide an updated report that addresses impacts
to surrounding public water supply wells.
6. A copy of the stormwater outfall/surface water monitoring plan, as approved by the Division of
Energy, Mineral and Land Resources NPDES Permit and/or Mining Permit shall be submitted to the
Division prior to the commencement of mining activities. Additional surface water monitoring
requirements may be added by the Division upon review of the surface water monitoring plan(s)
approved by the Division of Energy, Mineral and Land Resources. [15A NCAC 02H .0506(b)(5)]
7. Stormwater runoff from impervious surfaces throughout the entire project site shall be addressed in
one or more of the regulated programs: an approved Sediment and Erosion Control Plan, a NPDES
stormwater permit, a NPDES wastewater permit, a Division approved Stormwater Management Plan.
[15A NCAC 02H .0506(b)(5)]j
8. This approval is for the purpose and design described in your application and as described in the Public
Notice and as amended in supplemental information supplied to the Division. The plans and
specifications for this project are incorporated by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require an
application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
9. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the
impacts (including temporary impacts) as authorized under this Certification. [15A NCAC 02H .0501
and .0502]
10. All construction activities shall be performed and maintained in full compliance with G.S. Chapter
113A Article 4 (Sediment and Pollution Control Act of 1973).
11. Sediment and erosion control measures shall not be placed in wetlands or waters except within the
footprint of temporary or permanent impacts authorized under this Certification. [15A NCAC 02H
.0501 and .0502]
12. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands. [15A NCAC 02B .0201]
13. An NPDES Construction Stormwater Permit (NCG010000) is required for construction projects that
disturb one (1) or more acres of land. The NCG010000 Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated in the conditions of the permit. If the
project is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and
reporting requirements is required. [15A NCAC 02H .0506(b)(5) and (c)(5)]

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 6 of 10
14. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current version
of the NCSediment and Erosion Control Manual, or the NC DOTConstruction and Maintenance
Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be
used to minimize excavation in flowing water. [15A NCAC 02H .0506(b)(3) and (c)(3)]
15. Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of
the stream above and below a pipe or culvert shall not be modified by widening the stream channel or
by reducing the depth of the stream in connection with the construction activity. The width, height,
and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring
flow without adversely altering flow velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)].
Placement of culverts and other structures in streams shall be below the elevation of the streambed
by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter
for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and
aquatic life.
If multiple pipes or barrels are required, they shall be designed to mimic the existing stream cross
section as closely as possible including pipes or barrels at flood plain elevation and/or sills where
appropriate. Widening the stream channel shall be avoided.
If bedrock is discovered during construction, then DWR shall be notified by phone or email within 24
hours of discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts
or bridges shall be provided to maintain the natural hydrology of the system as well as prevent
constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip -rap or other bank hardening methods.
16. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or
wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and
Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of
contact between the fertilizer and surface waters. [15A NCAC 02B .0200 and 15A NCAC 02B .0231]
17. If concrete is used during construction, then all necessary measures shall be taken to prevent direct
contact between uncured or curing concrete and waters of the state. Water that inadvertently
contacts uncured concrete shall not be discharged to waters of the state. [15A NCAC 02B .02001

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 7 of 10
18. No temporary impacts are allowed beyond those included in this Certification. All temporary fill and
culverts shall be removed, and the impacted area shall be returned to natural conditions within 60
calendar days after the temporary impact is no longer necessary. The impacted areas shall be
restored to original grade, including each stream's original cross -sectional dimensions, planform
pattern, and longitudinal bed profile. All temporarily impacted sites shall be restored and stabilized
with native vegetation. [15A NCAC 02H .0506(b)(2) and (c)(2)]
19. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be installed as
outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and
Design Manual or the North Carolina Surface Mining Manual or the North Carolina Department of
Transportation Best Management Practices for Construction and Maintenance Activities so as not to
restrict stream flow or cause dis-equilibrium during use of this Certification. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
20. Any riprap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity.
All riprap shall be buried and/or "keyed in" such that the original stream elevation and streambank
contours are restored and maintained. Placement of riprap or other approved materials shall not
result in de -stabilization of the stream bed or banks upstream or downstream of the area. [15A NCAC
02H .0506(b)(2)]
21. This Certification does not relieve the applicant of the responsibility to obtain all other required
Federal, State, or Local approvals before proceeding with the project, including those required by, but
not limited to Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout
Buffer regulations.
22. All mechanized equipment operated near surface waters shall be inspected and maintained regularly
to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic
materials. Construction shall be staged in order to minimize the exposure of equipment to surface
waters to the maximum extent practicable. Fueling, lubrication and general equipment maintenance
shall not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuels and
oils. [15A NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211 (12)]
23. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
24. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless
of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons
that cannot be cleaned up within 24 hours.

Piedmont Lithium Project
D W R Project #20190035
Individual Certification #WQ0004201
Page 8 of 10
25. Mr. Patrick Brindle and Piedmont Lithium, Inc. shall conduct construction activities in a manner
consistent with State water quality standards (including any requirements resulting from compliance
with section 303(d) of the Clean Water Act) and any other appropriate requirements of State and
Federal law. [15A NCAC 02B .0200] If the Division determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or that State or federal law is
being violated, or that further conditions are necessary to assure compliance, the Division may
reevaluate and modify this Certification. Before modifying the Certification, the Division shall notify
Mr. Patrick Brindle and Piedmont Lithium, Inc. and the U.S. Army Corps of Engineers, provide public
notice in accordance with i5A NCAC 02H .0503 and provide opportunity for public hearing in
accordance with 15A NCAC 02H .0504. Any new or revised conditions shall be provided to Mr. Patrick
Brindle and Piedmont Lithium, Inc. in writing, shall be provided to the U.S. Army Corps of Engineers for
reference in any Permit issued pursuant to Section 404 of the Clean Water Act, and shall also become
conditions of the 404 Permit for the project.
26. Upon completion of all permitted impacts included within the approval and any subsequent
modifications, the applicant shall be required to return a certificate of completion (available on the
DWR website https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H .0502(f)]
27. If the property or project is sold or transferred, the new Permittee shall be given a copy of this
Certification (and written authorization if applicable) and is responsible for complying with all
conditions. [35A NCAC 02H .0501 and .0502]
28. This Certification neither grants nor affirms any property right, license, or privilege in any waters, or
any right of use in any waters. This Certification does not authorize any person to interfere with the
riparian rights, littoral rights, or water use rights of any other person and this Certification does not
create any prescriptive right or any right of priority regarding any usage of water. This Certification
shall not be interposed as a defense in any action respecting the determination of riparian or littoral
rights or other rights to water use. No consumptive user is deemed by virtue of this Certification to
possess any prescriptive or other right of priority with respect to any other consumptive user
regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or
expanded.
29. This certification grants permission to the director, an authorized representative of the Director, or
DENR staff, upon the presentation of proper credentials, to enter the property during normal business
hours. [15A NCAC 02H .0502(e))
30. Non-compliance with or violation of the conditions herein set forth by a specific project may result in
revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.

Piedmont Lithium Project
DWR Project #20190035
Individual Certification #WQC004201
Page 9 of 10
31. The permittee shall report to the Mooresville Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] including but not
limited to sediment impacts, and any violation of state regulated riparian buffer rules [15A NCAC 02B
.0200]. Information shall be provided orally within 24 hours (or the next business day if a weekend
or holiday) from the time the applicant became aware of the circumstances. A written submission
shall also be provided within 5 business days of the time the applicant becomes aware of the
circumstances. The written submission shall contain a description of the noncompliance, and its
causes; the period of noncompliance, including exact dates and times, if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps taken or planned
to reduce, eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the
date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(d)(2) and 15A NCAC 02H .0506]
This the 21'` day of October 2019
MkE Haupt, Acting Supervisor
401 & Buffer Permitting Branch
449.1
WQC004201

IP Project Boundary