WQ0039895_Regional Office Historical File Pre 2018

Scott Vallanding;han , Director of Engin
ATI Powder Metals
1000 Six PPG Place
Pittsburgh, PA 15222
Dear Mr, Vallandingham:
PER
S. R 6 C A N
Secreurry
ULLPEPPER
Interim Director
April 3, 2018
Subject. Permit No, WQ0039895
ATI Powder Metals
Project Titanium
Wastewater Collection System Extension Permit
Union County
In accordance with your application received April 3, 2018, we are forwarding herewith Permit No,
WQ0039895 dated April 3, 2018 to ATI Powder Metals (Perntittee) for the construction and operation
upon certification. of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference,
Please pay particular attention to the following conditions container within this permit.
C"onditi an IT.1: This permit .shall not be automatically transferable; a request must be made and approved.
Condition 11A: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Perrt'tittee to ensure that the as -constructed project meats the appropriate
design criteria and rules, Failure to comply may result in penalties in accordance with North Carolina
General Statute § 143-215.6A through § 143-215.6C, construction of additional or replacement wastewater
collection facilities, and`or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written. request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Stale of North Carolina Enviroat&a9c 1 '
11ch5fC.5c,-0Ic Regional Office ; 610 East t:
t `! L4rat rl na ac ac s 44 arer t aalis gee roaal Op n ti
cr er e; Suite 30l ; ;Mn otrsvtlle. N r f `ass(an kl l
704 663 1649

If you need additional information concerning this utter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuvia a',nc.denr. o4 .
Sincerely,
DocuSigned by:
A14CC681AF27425e_.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Bryan Dyer (RE) (E-copy)
Mooresville Regional Office Files (Ilwaserfiche)
Water Resources Central Files (f.aserfc
PERCS (Laserfi,che)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
ATI Powder Metals
Union County
for the construction and operation of approximately 2,080 linear feet of 8-inch gravity sewer to
serve as part of the Project Titanium, and the discharge of 0 additional gallons (20,000 GPD
have been previously allocated under the City of Monroe permit 16-35S) gallons per day of
collected wastewater into the City of Monroe's existing sewerage system, pursuant to the application
received April 3, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
f—DocuSigned by:
A14CC681 AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039895
Permit Issued: April 3, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
ATI Powder Metals is hereby authorized to:
Construct,, and then operate upon certifcaiion the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the city of Monroe Wastewater
Treatment Facility in accordance with Permit Number'NC0024333.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted. February' 12, 1996, as
applicable; and theDivision's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. it shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL. CONDITIONS
1) No flow itt excess of the quantity permitted herein, 0 additional gallons (20,000 GPD have
been previously allocated under the City of Monroe permit 16-35S) GPD, shall be made
tributary to the subject sewer system until an application for permit modification for an
increase in flow has been submitted to and approved by the Division, [15A NCAC 02T,0304
(b)]
STANDARD CONDITIONS
This permit is not transferable, 1n the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may he appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [1.5A NCAC 02T.0104; G,S 143-215.1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 1.2, 1996, as applicable; the Division's Minimum Design.
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein, [15A NCAC
02T,011.0]
3, This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data, [15.A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The.
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2"1" .0403. If an individual
permit is not required, the following performance criteria. shall be met: [15A NCAC 02T .0108(b)i:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215. I C.
g.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following: •
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone],
Persons reporting any of the above occurrences shall the a spill report by completing and submitting
Part 1 of Form. CS-SSO (or the most current Division approved form) within live days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.IC(al)1
fa. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [ 15A NCAC 02'T_0108(b))
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the forth is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation. of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, tlten a copy of the
Articles of .Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriatelyfiled with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall :include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lirtes &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVI) disk) and are defined as the design drawings
that are marked up or annotated with after construction. information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sing,
velocity, pump cycle times, and level control settings,. pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial.): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5°%© or greater, and increases in the
number/type of connections),. regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or -ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: ATI POWDER METALS
PERMIT #: WQ0039895
PROJECT: PROJECT TITANIUM
ISSUE DATE: APRIL 3, 2018
This project. shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and ali required supporting
documentation. It should. be submitted in a manner that documents the Division's receipt, Send the
required documentation to the Regional. Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the .Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PER, TTEE'SCERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Perminee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof
Primed Name, Title Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (E.] periodically, weekly, n full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996„ as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June ], '2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
E Final .Partial (include description)
Certification Comments/Qualifi (attach if
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville„ NC 28115
Mooresvdle Regional Office Phone: [phone] FAX: [phone]

Division of Water Resources
APPLICANT 1"F°URM
1, Applicant's name:
App.li<:ttnt type:
Ap
e a
)IRE ►'OR
ants mailing address l ft(i0 5,1X.I P P1....\C'E;.
r't tt
nt tj :tA'irttt'atttt ntat Quasi
Division of Water Resources
TRACK SEWER S S"I L' I F: 71IwtiSI:C)Ar APPLICATION
'ETA 04-16 & SUPPORTING DOCUMENTATION
u¢t
C'itY: i?1 t ti131 tkt(�,I1 State; PA
Applicant's. contact intiortrtatlrtn;.
Phone number: {?(1 i t 'ti4_� 5 E; ma i 6 : ddress: tiC't
II. PROJECT INFORMATION:
oiect name. PR J,E
1ppliLation'Pr~ties) s Z Proposed (Ne Perim t f rasistira * I'erttart,'Proje.ct
if a modification; provide the ex istirr Lel nit nrtrat r f)1't and issued due
If new construction hut part of a master plan., provide r e e is€lrt . permit number: V Q00
he returned
nicipa%its. I t? i, ul 1'rt?,
El General Partnership
Q Mrtt{icip:sl
Per ,; t
L()flier
WOROS
MoORLsviLt E° B R1 r: It NAf OFFICE
'TITANIUM
County where 'project is I1
Approximate Coordinates
es
eiarraal Degrees
Parcel IL) (if applicable): 02 99, 02_f
(Or Parcel II.) to closest downstream sewer)
I#I. CONSULTANT INFORMATION:
I, Professional Engineer: EWA AN DYER
;r_
ddress. 7U a?AKM) IT TRAIL
State: ` Zip: 0475-
Phone number: (27O) 79I 7996 Email Acttires$, 1`"I
IV. WASTEWATER TREATMENT FACILITY (V 'TF) INFORMATION:
I , Facility Name: tmmit °till
Owner Name: C itt o'f
Permit. \utrmbea 'NC U024
V. RECEIVING I)OWNSTREA 1 iEY4`ER INFO R?AIA"ru)\ rif differetrt than WNN TF):
I, Permit Nuntherds : `%A t " Downstream (Receiving, water Site: S inch
?t)2f>
FORM : FT 04-lt

VI. GENERAL REQUIREMENTS
1. lf the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes [NoON/A
—the Applicant is a Developer of lots to be sold, has a Dcveiope„(sopeogjoititL,A1.7evi)ein il-OlOk1,1.)1I) been attached?
El Yes flNo 1NA
3, if the Applicant is a tili,191.Y1,P13,111)1,1N.,„Q:)):1N11,/1„.A.),SiN.I40).11,1„,,Arali.Pq,;1A.4.!KONPtqPE01„.LffP.,A been attached?
El Yes flNo N/A
4. Origin of wastewater: (check all that apply):
Eri Residential Owned
Residential Leased
D School preschool/ day care
El Food and drink facilities
Businesses 1 offices factories
Ej Retail (stores, centers:, malls)
Ej Retail with food preparation/service
LJ Medical/ dental / veterinary facilities
0 Church
Nursing Home
5„. Nature of wastewater 100 % Domestic/Commercial % Commercial
% Industrial (Sec 13A \ NC 021 0 0312W)
>ls there a Pretreatment Program in effect'?
Ej Car Wash
0 Hotel andlor Motels
El Swimming Pool /Clubhouse
E Swimming Pool/Tiller Backwash
LIJ Other (Explain in Attachment)
Yes
6. Has a flow reduction been approved under 15A NI /:Ci.12.) 10 144 ti? LJ Yes No
lives, provide a Ccirry of flow reduction approval letter
7 Summarize wastewater generated by project
Establishment Type (see 0.2T.01140D
20,000 GPD of flow for 4 phases of ATI
facility previously allocated under City of
Monroe permit 16-35S, Current metered
flow is 4,388 GPD.
ily Design flow A.b
gall
No. o
gal!
gal/
gall
GPD
GPD
GPD
GPD
gal
GPD
Total
GPD
GPD
a See 01Lit !ILO 4.0 01. 2,, for caveats to wastes design flow rates i e:, minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas,
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
Per I5A NCAC 021 ,0114(c), design flow rates for establishments not identified [in table 15 rAdc, tt*! j shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8„ Wastewater generated by project: 0.00 GPD (per 1 5,A \(' LJ02 I jA 14)
'-••• Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit Number: 16-35S
Ej Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explati
FORM: ETA 04-16
Page 2 of 5

FORM: FTA 04-16 Page 3 of 5

°II. GRAAF!IV SEWER DESIGN CRITERIA (It Applicable) - i) 03X74
1 n Suntmarie 4ravity sewer to be permitted.
Section & 1'11 of the MDC for Perrttittip, of Gravity Sewers contains information related to design c
Section III contains information related to nunimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation (Attie MD
L"III. PI.IMP STATION RESIGN CRITERIA (If Applicable)— tls ....tt105 & tf1i"(Pump Stat.
COMPLETE FOR EACH PLUMP STAT1Or INCIi)DEf IN THIS PROJECT
I. Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: ` Longitude: -
3, Design 'now of the pump station:.__ millions gallons per day (firm capacity)
4. Operational points) of the pump(s): gallons per minute at feet total dynanroic head (TDlH)
5, Summarize the force main to be permitted (,for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance
El 'Standby power source or pump with autortaaile activation and telemetry - 15A NCAC 02T :0305th)(1 gf3)i
Required for all pump stations with an averageflow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily Clow less than 15,01111 gallons per day:
© Portable. power source with manual activation. quick -connection receptacle and telemetry - 15A NCAC 02T
w0305(h?(1,1(C)
or
Portable pumping unit with plugged emergency pump connection and telemetry - I5A C 4C (12T :0305(h0(1 }(C°):
It shall be demonstrated to the Division that the portahle source is owned or contracted by the applicant (draft a.greemcntt
and is compatible with the station,
lithe portable power source or pump is dedicated tomultiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including tray=ei iimefrarnes, shall he provided
in the case ofa multiple station power outage,
f:ORM: l'J A 04-16 Page 4 of 5

North Carolina Secretary of State Search Results Page 2 of 2
Assistant Treasurer
G. Scott Rantovich
1000 Six PPG Place
Pittsburgh PA 15222-5479
President
Thomas J. Witheford
1000 Six PPG Place
Pittsburgh PA 15222-5479
Controller
Karl D. Schwartz
1000 Six PPG Place
Pittsburgh PA 15222-5479
Assistant Secretary
Amanda Skov
-1000 Six' PPG Place
Pittsburgh PA 15222
https://www.sosnc.gov/online_services/searchJBusiness_Registration_Results
3/29/2018

North Carolina Secretary of State Search Results Page 1 of 2
•File an•Annual Report/Amend an Annual
Report • Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
• Print an Amended a Annual Report form • Print a Pre -Populated Annual Report form
Limited Liability Company
Legal Name
ATI Powder Metals LLC
Information
Sosld: 1464006
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 8/17/2015
Fiscal Month: December
State of Incorporation:
PA
Registered Agent: CT Corporation System
Addresses
Mailing Principal Office Reg Office Reg Mailing
1000 Six PPG Place 1000 Six PPG Place 160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Pittsburgh, PA 15222 Pittsburgh, PA 15222 Raleigh, NC 27615-6417 Raleigh, NC 27615-6417
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Secretary
Elliot S. Davis
1000 Six PPG Place
Pittsburgh PA 15222-5479
Treasurer
Rose Marie Manley
1000 Six PPG Place
Pittsburgh PA 15222-5479
Vice President
Patrick J. DeCourcy
1000 Six PPG Place
Pittsburgh PA 15222-5479
Vice President
Lauren S. McAndrews
1000 Six PPG Place
Pittsburgh PA 15222-5479
Assistant Treasurer
Doug Durham
1000 Six PPG Place
Pittsburgh PA 15222-5479
Assistant Secretary
Mary Beth Moore
1000 Six PPG Place
Pittsburgh PA 15222-5479
Vice President
Tina Hubert
1000 Six PPG Place
Pittsburgh PA 15222
https://www.sosnc.gov/online_ services/search/Business Registration_Results
3/29/2018

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < O.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
N/A % and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
N/A MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
N/A is in design or under construction with
planned completion in ; and/or
d. The following applies:
N/A
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
gning Officia
Signature Date
Page 3 of 6
PTQC A_

Downstream Facility Name (Sewer):
Downstream Permit Number:
111. Certification Statement:
I Russell Colbath certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and 11 plus all
attached planning assessment addendums for which I arn the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing Official Signature
Date
Page 2 of 6
PTV 11/1 1 4

. State of North Carolina
D) - Department of Environmental Quality
?f i j Division of Water Resources
Til
Water
a -Resources
ur Flow tracking/Acceptance for Sewer Extension Applications
"'Division of Water Resourcespp .
(FTSE 04-16)
Entity Requesting Allocation: ATI Specialty Metals
Project Name for which flow is being requested: Project Titanium
More than one FTSE may be required for a single project tithe owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Monroe WWTP
b. WWTP Facility_ Permit #: NC 0024333
All flows are in MGD
c. WWTP facility's permitted flow 10.4
d. Estimated obligated flow not yet tributary to the WWTP .54
e. WWTP facility's actual avg. flow 6.04
f. Total flow for this specific request 0.00 (20,000 GPD of Flow
prviously allocated in
permit 16-35S. Existing
metered flow is 4,388
GPD)
g. Total actual and obligated flows to the facility 6.58
h. Percent of permitted flow used 63.3%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
PTRF n[L_ 1
I

( R°fll`1 .,1TIDNS:
1, floes the submitted systern coaooply with
i o ° _ ai orso i o)o_ i. r ass t and the t; i %
nd submit the "tiriance Altcrnat
1ofthe
ofessioonal Engineer's C"ez`tifit
Bryan Dyer
(Pro fes «ion.
al
know
Minimum Des,
of Pump Station
submittal parkat
Y'es
the Alitosn un N a ,r
Requestap
Appfcation
p
14) and stuppoorting documents for
ion and sttt ttortina si
plicatiton for
°d me and is accurate, er ntplete and consistent with the information supplied in the plans, scatttons,
d all other sup.tumentation to the hest rof my knowledge f further attest that
proposed design has been prepared in accordance with the applicable regulations. Gravi
is f°t r Gravity Sewers (latest version)„ and the Minimum Design Criteria for the Fast; f ra 1t pet taidtng
.nct Force Mains (latest version). Although other professionals may have developed certain portions of this
inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOAI`F — In accordance with General Statutes I43-215.6A and 143..215.6R. any person who knowingly makes any fi^tlse
statement, representation, or certifi.cMt on in any application package shall be guilty of a Class 2 rnisdenteattaor. which may
include a fine not to exceed $10,000, as well as civil penalties up to S25,0OO per violation.
North [Carolina Proles_ iatnal Engineer's seal, signature, and date:
per 15A\CAC
ignttture Auth
y
pphcation Itern
p
has been reviewed hy° tree a,rtd is a eeurate and complete tta the hest of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attatchments are not included. this
application package is subject to being returned as incomplete. 1 understand that any discharge of"wastewater from this non-
discharge'system to surface waters or the land will result in an immediate enforcement action that may include civil, penalties,
nctive relief, andr`or criminal prosecution.. 1 will make no claim against the Division of Water Resources should a condition
aof this permit he violated, f also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
inm nmplete.
NOTE In accordance. with C,eneral Statutes ) Ki and .;i„ t t ,,i ltt, any person who knowingly makes any false
state� ettt. representation, or certihtat' n in any appli ton package shall he guilty of a Class 2 mtsdemea.nor, which may
inclautfe a fine not to exceed S 1 O O()O as well as civil penalties up to S25<000 per violation.
[kite;
A 04- t(i
Page 6 of 5

A( kS —PAKA'
2R . 2ft6 & 15A NC"A,C7 02T ,03O5(f)):
1, Does the project comply
s found in
I5A NC AC O2 t O305(f1 contains ntiotirnum separations that shal
r+4"atet mains (vertical
rs`ater mains ( fizatnt
Reclairrted vfater lima
Reclaimed w°titer limps
An s
ack Parameter
ed below ('vertical)
r including in benched trenc
priv=ate tat public water supply source, including any wells, WS-1 waters of C'la
l in�un ed reser ifsused as, sourea f"drinking water
classified WS (except Si°or 'S-V), R. SA, OWN, iiQ ', or SB from normal
or tide elevation) and wed ands(see item IX,2)
ier stream, lake;~impoundment, or ground Water Iowerit
din fiaundaf%can
cuts of 2 feet or more v
inter�rttar trains
h grade (vertrc
5„A fit'
"Stream
If noncom
ins alternatives where sepa
identified using the Division's
see Section X of thi
he project comply with separation re uirernent
See the Division's draft separation requirem
No variance is required if the alternative desi
As built documents should reference the location
pp
ands'(50 feet ofsepa raton)
Lions where separation cairn
cified is utilized in des
effected
project comply vvitla Seth i ks d and in the river basin ru
would include `l`ram F ulferet Str°aims per
Does the project require coverage/audiorazior
individual permits or 401 Water Quality C'°ertifi
Imftarntation can he obtained from the i o
Does project comply w
Per
been applied for,
sedimentation control
6, Does t
th ,�
n obtained,
stormwarer management 4
rider a 40.4'Nationwide or
ditional perrnits eertifie
ertili
anti
chide any sewer collection lines that are deemed '"high-
101—high-pricority sewer"° meat
ed parirllel to treambanks that is subject to ero
if}`cs
nt
dernl pies or deterio
High priority lines shr411 be inspected by the permittee or its represerttati�
documented per 15A NC'AC" 02T.1/4O3(a)(5) or the pernaitee'ws individu$
t
atop Re
24 irie
10 fe
10 feet
5 feet
achieved.
0Yes
tg Yes E do
aliewtons are being prepared,
of dependent permits (erosio
"IA
NfA
ing surface waters, siphon, or sewer
and location h
cttstt rtths and inspections
ion permit
FURM ('"lA04-1to
Page 5 of 5

3/23/2018
Goggle Maps
Go gle Maps ,DTI -Titanium
Imagery 02018 Gaggle, Map data ©2018 G©©gk 500 tr.
https;llwww.g©ogle.comhreaps/035.0170729,-80,6132837,1778m/datar!3m1 I1 e3
1/1

Central Files: APS SWP
4/3/2018
Permit Number WQ0039895 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
0
Facility
Version
1.00
Permit Classification
individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Project Titanium Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name
Ati Powder Metals LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Scott Vallandingham
1000 Six Ppg PI
Pittsburgh
PA 15222
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/3/2018 4/3/2018 4/3/2018 4/3/2018
Regulated Activities Requested /Received Events
Office Additional information requested 3/26/18
Wastewater collection Additional information received 413/18
Outfall
Waterbody Name
Streamindex Number Current Class Subbasin