WQ0041541_Application_20200320

R8CEIVEb/NC1X-NR/DINR
MAR 10
U R T 0 N WQROS
TRANSMITTAL MCaURESVIILE REGIUNAL OFFICE
Attention:
Ori Tuvia
Company:
NCDEQ - Water Quality Regional Operations
Address:
610 E Center Ave
Mooresville, NC 28115
Phone #:
704.235.2190
From:
Matthew Graham - Burton Engineering Associates
Project Name:
ATI Project Albert Pvt. Pump Station
Project Number:
020.859.001
Date:
2020.03.10
Re:
Pump Station Fast Track Application
Via:
❑UPS ❑USPS OCourier Ell -land Deliver ❑Pick Up
Copies
Date
Pages
Description
1
1
Application Cover Letter
1
8
Fast Track Application (FTA 04-16)
1
3
Flow Tracking (FTSE 04)
1
1
USGS Topo Map
1
1
Project Area Map
1
1
Check for application fees
1
2
Company State Filing
❑ As Requested ❑ For Approval R For Your Use ❑ For Review and Comment
Comments:
If you have any questions concerning this information, please contact Burton Engineering Associates by calling
[phone] or by emailing [e-mail]
Sincerely,
Matthew Graham
Burton Engineering Associates
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED
5950 Fairview Rd STE 100 * Charlotte, NC 28210 " 704.553.8881

R ECEIVEDIN cDENR/DWIR
ffl
U R T
COVER LETTER
Project Name: ATI Project Albert Pvt. Pump Station
WQROS
MOORESVILLE REGIONAL OFFICE
Project Location: Goldmine Road Monroe, North Carolina
Project Number: 020.859.001
From: Carlton Burton, PE — Burton Engineering Associates
Date: March 09, 2020
Subject: DWR Fast Track Sewer System Extension Application (FTA 04-16) —Private
ATI Specialty Materials is proposing the construction of a new 219,000-sf manufacturing facility in Union County North
Carolina. The proposed facility will be served by a new private sanitary pump station and - 1,164-If of 2" force main
discharging to an existing public sanitary sewer system owned and operated by the City of Monroe. The pump station will
receive a mixture of domestic and pre-treated industrial water. The pre-treatment of the industrial water is covered under
a separate Industrial User Pretreatement Permit (IUP) filed in February and under review.
Private Sewer to be Permitted:
• 1,664 LF of Private 2" Force Main Sewer
• 1 Private Wet Well Pump Station
Attached Application Documents
• FTA 04-16
• Site Maps
• LLC Annual Report
• Check for Application Fees
• FTSE
If you have any questions concerning this information, please contact me at [phone] or by email at
[e-mail].
Sincerely,
M"A.11UPF
Carlton Burton, PE
5950 Fairview Rd STE 100 1 Charlotte, NC 28210 1 204.553.8881

0 "1 -01'WR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
�✓� 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
" Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �) Ql 4 I PP rTU !,� h (to be completed by MR) MAR 10
All items must be completed or the application will be returned WOROS
hAOORESVILLE REGIONAL OFFICE.
I. APPLICANT INFORMATION:
1. Applicant's name: TDY Industries. LLC dba ATI Specialty Materials (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: TuckerRedford per 15A NCAC 02T .0106(b)
Title: ATI SM President
4. Applicant's mailing address: 1000 Six PPG Place
City: Pittsburgh State: PA Zip: 15222-
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: ATI Project Albert Pvt. Pump Station
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.012457' Longitude:-80.614429'
5. Parcel ID (if applicable): 09372003C
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Carlton Burton License Number: 12557
Firm: C-1157
Mailing address: 5950 Fairview Rd, Suite 100
City: Charlotte State: North Carolina Zip: 28210-
Phone number: [phone] Email Address: cburtongburtonen ineering com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name:
Owner Name:
Permit Number:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

RECEIVEEWNCDENRIDWR
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Corm 1 C t NAeO attar ed?
❑ Yes ❑No ®N/A N
FICE
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes❑No EN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORNL• HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of. wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
HE CE-"IVEDiNCL)FNRiDVVR
5. Nature of wastewater: 37 % Domestic/Commercial % Commercial
63 % Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ® Yes [:]No VVQROS
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No MOORESVILLE REGIONAL OFFICE
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow a,b
No. of Units
Flow
Process Water
2,000 gal/d
1
2000 GPD
Domestic - Employee Shift 1
42.9 gaud
110
4719 GPD
Domestic - Employee Shift 2
42.9 gal/d
85
3646.5 GPD
Domestic - Employee Shift 3
42.9 gal/d
85
3646.5 GPD
Cooling Water (24 camera x 3gpm x 30min)
90 gal/d
24
2160 GPD
Boiler/Cooling Tower Blowdown
10,800 gaud
1
10800 GPD
Total
27,000 GPD
a See 15A NCAC o""a .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater 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
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1.5A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 27,000 GPD (per-] SA NCAC 02T .01 l 4)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ 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:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.012487' Longitude:-80.6144290
3. Design flow of the pump station: 0.018 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 30 gallons per minute at 42 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
37
Red Brass
2
1128
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(ff) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall he nrnvirleri fnr ePwar vuOpme-
® Yes [:]No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth Prade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(Q cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [:]Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 021.0105(cl(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stonnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravies Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and suimortine documents.
2. Professional Engineer's Certification:
I, C da l Fo n (u r �c) h, attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, 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.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. : 111111111J,.
North Carolina Professional Engineer's seal, signature, and date:
12551
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, I VCmp— �DFoii',, ATE S V� �t lAir attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I 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,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I 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
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: MR(1. A
FORM: FTA 04-16 Page 5 of 5

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Monroe
Project Name for which flow is being requested: ATI Project Albert Pvt. Pump Station
More than one FTSE inrty he required for a single project if the owner of the fG'fUP is not responsible for all punip
stations along the route of the proposed wastewater.low.
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 0.782
e. WWTP facility's actual avg. flow 6.869
f. Total flow for this specific request 0.027
g. Total actual and obligated flows to the facility 7.678
h. Percent of permitted flow used 73.8%
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 / po, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Dry Fork 0.570 0.228 0.0527 0.0815 0.1342 0.0939
* 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.
Downstream Facility Name (Sewer): Monroe WWTP
Downstream Permit Number: NC0024333
Page 1 of 6
FTSE 04-16

III. 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 II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
fonn indicates acceptance of this wastewater flow.
aignang v,jiciat )ignature Date
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
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
a
C.
; and that
The rate of activation of this obligated, not yet tributary capacity is currently approximately
N/A MGD per year; and that
A funded Capital Project that will provide the required planned capacity, namely
N/A is in design or under construction with
planned completion in
d. The following applies:
N/A
; and/or
Therefore:
Given reasonably expected conditions and planning infonnation, there is sufficient justification to
allow this flow to be pennitted, 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.
Signing Offacia! Signature
Date
Page 3 of 6
FTSE 04-16

LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017
NAME OF LIMITED LIABILITY COMPANY: TDY Industries, LLC
SECRETARY OF STATE ID NUMBER: 1250036 STATE OF FORMATION: CA
REPORT FOR THE CALENDAR YEAR: 2019
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
E - Filed Annual Report
1250036
CA201906400242
3/5/2019 08:52
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Manufacturi
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
6 PPG Place STE 1000
Pittsburgh, PA 15222-5479
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
6 PPG Place STE 1000
Pittsburgh, PA 15222-5479
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME:
Elliot S. Davis
NAME:
Patrick J. DeCOurcy
TITLE:
Secretary
TITLE:
Vice President
ADDRESS:
ADDRESS:
NAME: Lauren S. McAndrews
TITLE: Vice President
ADDRESS:
1000 Six PPG Place 1000 Six PPG Place 1000 Six PPG Place
Pittsburgh, PA 15222-5479 Pittsburgh, PA 15222-5479 Pittsburgh, PA 15222-5479
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
an Miller
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
n Miller
Print or Type Name of Company Official
3/5/2019
DATE
Assistant Treasurer
Print or Type Title of Company Official
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Mary Beth Moore
TITLE: Assistant Secretary
NAME: G. Scott Rantoylch
TITLE: Accictnnt Tranenrar
NAME: Karl D. Schwartz
TITLE: CnntrnllPr
ADDRESS: ADDRESS: ADDRESS:
1000 Six PPG Place 1000 Six PPG Place 1000 Six PPG Place
Pittsburgh, PA 15222-5479 Pittsburgh, PA 15222-5479 Pittsburgh, PA 15222-5479
NAME: John D. Sims
TITLE: President
ADDRESS:
1000 Six PPG Place
NAME: Doug Durham NAME: Tucker S. Redford
TITLE: Assistant Treasurer TITLE: Vice President
ADDRESS:
1000 Six PPG Place
Pittsburgh, PA 15222-5479 Pittsburgh, PA 15222-5479
NAME: Gregory R Bartley NAME: Amanda Skov
TITLE: Vice President TITLE: Assistant Secretary
ADDRESS: ADDRESS:
1000 Six PPG Place 1000 Six PPG Place
Pittsburgh, PA 15222 Pittsburgh, PA 15222
NAME: Martin W. Pike
TITLE: Vices Pn-6t1Pnt
ADDRESS:
1000 SIX PPG PLACE
PITTSBURGH, PA 15222-5479
NAME: Scott A. Minder
TITLE: Trencnrar
ADDRESS:
1000 Six PPG Place
Pittsburgh, PA 15222-5479
NAME
TITLE:
ADDRESS:
ADDRESS:
1000 Six PPG Place
Pittsburah, PA 15222-5479
NAME: Jim Ingoldsby
TITLE: Accictnnt TrPaenrPr
ADDRESS:
1000 Six PPG Place
Pittsburgh, PA 15222
NAME: Brad Forsythe NAME: Lee R. Weber
TITLE: Vice PrPciriPnt TITLE: Vice PrPciclPnt
ADDRESS:
1000 SIX PPG PLACE
ADDRESS:
1000 Six PPG Place
Pittsburgh, PA 15222-5479 Pittsburgh, PA 15222-5479
NAME: Ryan Miller Name: David C. Cable
TITLE: Accictnnt Trcnenrar TITLE: Accictnnt Traacnrar
ADDRESS:
1000 Six PPG Place
ADDRESS:
1000 Six PPG Place
Pittsburgh, PA 15222-5479 Pittsburgh, PA 15222-5479
NAME: NAME:
TITLE: TITLE:
ADDRESS:
ADDRESS:

North Carolina Secretary of State Search Results
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Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
TDY Industries, LLC
Information
Sosld: 1250036
Status: Current -Active
Date Formed: 3/19/2012
Citizenship: Foreign
State of Incorporation: CA
Annual Report Due Date: April 15th
CurrentAnnuaL Report Status:
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 6 PPG Place STE 1000
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417 Pittsburgh, PA 15222-5479
Principal Office
6 PPG Place STE 1000
Pittsburgh, PA 15222-5479
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Vice President Assistant Treasurer Secretary
Gregory R Bartley
1000 Six PPG Place
David C. Cable
1000 Six PPG Place
Elliot S. Davis
1000 Six PPG Place
Pittsburgh PA 15222 Pittsburgh PA 15222-5479 Pittsburgh PA 15222-5479
https://www.sosnc.gov/online services/search/Business Registration Results 3/11/2020

North Carolina Secretary of State Search Results
Page 2 of' 2
Vice President
Patrick J. DeCourcy
1000 Six PPG Place
Pittsburgh PA 15222-5479
Assistant Treasurer
Doug Durham
1000 Six PPG Place
Pittsburgh PA 15222-5479
Vice President
Brad Forsythe
1000 SIX PPG PLACE
Pittsburgh PA 15222-5479
Assistant Treasurer Vice President Assistant Treasurer
Jim Ingoldsby Lauren S. McAndrews Ryan Miller
1000 Six PPG Place 1000 Six PPG Place 1000 Six PPG Place
Pittsburgh PA 15222 Pittsburgh PA 15222-5479 Pittsburgh PA 15222-5479
Treasurer
Scott A. Minder
1000 Six PPG Place
Pittsburgh PA 15222-5479
Assistant Treasurer
G. Scott Rantovich
1000 Six PPG Place
Pittsburgh PA 15222-5479
President
John D. Sims
1000 Six PPG Place
Pittsburgh PA 15222-5479
Assistant Secretary
Mary Beth Moore
1000 Six PPG Place
Pittsburgh PA 15222-5479
Vice President
Tucker S. Redford
1000 Six PPG Place
Pittsburgh PA 15222-5479
Assistant Secretary
Amanda Skov
1000 Six PPG Place
Pittsburgh PA 15222
Vice President
Martin W. Pike
1000 SIX PPG PLACE
PITTSBURGH PA 15222-5479
Controller
Karl D. Schwartz
1000 Six PPG Place
Pittsburgh PA 15222-5479
Vice President
Lee R. Weber
1000 Six PPG Place
Pittsburgh PA 15222-5479
https://www.sosnc.gov/online_services/search/liusincss Registration Results 3/11/2020