WQ0035522_Application (FTSE)_20210825

4
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: h/ Q 6 3 Sl� 2 � Ito be completed by DWR)
All items must be completed or the a cation will be returned
I. APPLICANT INFORMATION:
1. Applicant's name. United Therapeutics Corporation (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: Avi Halpert per 15A NCAC 02T QI06tb)
Title: VP of Corporate Real Estate
4. Applicant's mailing address: 1040Spring Street
City: Silver Spring State: MD Zip: 20910-
5. Applicant's contact information:
Phone number: (L01) 807-3593 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: United Therapeutics Athletic Complex
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0035522 and issued date: 08-23-20I 1,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham w
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.9183" Longitude:-78.8753
5. Parcel ID (if applicable): 157206 (or Parcel ID to closest downstream sewer) a
1
III. CONSULTANT INFORMATION:
� c
1. Professional Engineer: Jamie Powless License Number: 38704
a
Firm: NV5'
oA
Mailing address: 3300 Regency Parkway, Suite 100 a
City: Cary State: NC Zip: 27518-
A
Phone number: 9(>g) 452-7963 Email Address: [e-mail] U
z
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Durham County Triangle Wastewater Treatment Facility Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ Unknown
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Name(s): Durham County
FORM: FIFA 06-21 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Develop s Ol)erational Agreement (FORM: DE V i been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA O erational A reement FORM: HOA-) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes [:]No ® NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually 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)
See Modification Narrative
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial [See 15A NCAC 02T .0]� 13120r)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f1? ❑ Yes ® No
➢ If es rovide a copy of flow reduction apDroval. letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow "a
No. of Units
Flow
Sports Centers
250 gal/fixture
21
5,250 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gat/
GPD
Total
5,250 GPD
a See 15A NCAC 02T .0114(b), (d), fel(11 ande 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 42A4).
b Per 15A NCAC 02T .0l 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T_01 14) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 5,250 GPD (per 15A NCAC 02T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain): _.
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 837 PVC
➢ Section 11 & 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): _ gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) _
6. Power reliability in accordance with ISA NCAC 02T .0305(h)i.l j:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(t)(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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IBC, SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T _0305it1 & (g)? ®Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter's
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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 grade (vertical)
36 inches
D If noncompliance with 02T.0305(f) or (&, see Section X.1 of this application
* 15A NCAC 02T.0'305(g contains alternatives where separations in 02T_0305(t3 cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications weWaec
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's dra[i 5eaaration requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: _ ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B4O202
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6}, directly related environmental permits or certification applications must be 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, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interferencelconflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the MinimtLrn Design Criteria for the Permitting of Pump Stations
and Forcc -Main -_latest version]. and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the a roval of the permit, and ro'ects reguiring a variance amproval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
si nificant portion of the imoiect, the full technical review is re uired.
2. Professional Engineer's Certification:
I, Jamie Powless , attest that this application for United TherapEutics Athletic Complex
(Professional Engineers name from Application Item 1111.1 (Project Name from Application Item II.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,
hiiniium Design Criteria fpr("tr viLy Sewers (latest version), and the Minimum Desii"— iteTia fur the Fast -Track Permitting
of Pump Stations 3artd Farce 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: ��•�� 1�1 C A R �'��•,,
�24z ti9y=
� ar
s
s 4 C*
.....
........ ti,... ....... .......... 1................... _
3. Applicant's Certification per 15A NCAC 02T .0106(b): Off IfufiiC<0%N,,�� f ,
I, kAt,P mr __, attest that this application for UP kn /4rT 4LETtL
(Signature Authority Name from Application Item 1.3.) 1P �Dj t Name from Application Item It.1) COM N-e-X
attest that this application 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: Dale: L � l#V� U -f ZOZl
FORM: FTA 06-21 Page 5 of 5

DW:R
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: United Therapeutics Corporation
Project Name for which flow is being requested: United Therapeutics Athletic Complex
More than one FTSE may be required for a single project if the 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: Triangle Wastewater Treatment Plant
b.
WWTP Facility Permit #: NCO026051
Afl lows are in MGD
a
c.
WWTP facility's permitted flow
12
d.
Estimated obligated flow not yet tributary to the WWTP
2.207
0
e.
WWTP facility's actual avg. flow
3.503
£
Total flow for this specific request
0 (flow prev. alloc)
`9
g.
Total actual and obligated flows to the facility
5.710
h.
Percent of permitted flow used
47.6
C-
0"
r~�
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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm i pf),
Avg. Daily
Number)
No,
MGD MGD
Flow, MGD
N/A
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Durham County Sewer
Downstream Permit Number: WCS00038
Page I of 6
FTSE 10- 18
0

III. Certification Statement:
1. 5 L LniQ r i :kw certify to the best of my knowledge that the addition of
the volume bf wastewater to be plenmitted 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 form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
� InIgoal
Signing Official Signature G Date
�U u M
Title of Signigg Official
Page 2 of 6
FTSE 10-18

NC Dept of Environmental Quality N V 5
AUG 2 5 2021
To: NCDEQ DWR Raleigh Regional Office
From: Jamie Powless, NV5
Re: United Therapeutics Athletic Complex Sanitary Sewer Permitting Cover Letter
Date: August 18, 2021
The enclosed application is a modification of the existing United Therapeutics Athletic Complex
Permit # WQ0035522 issued on August 23, 2011. The original permit was for gravity sewer to
service a soccer field and athletic fieldhouse. The athletic fieldhouse will be converted into an office
building and the sewer line is being relocated to serve a future building. The use of the existing
building is changing but there is no new flow associated with this permit modification. A detailed
narrative with modifications is attached.
The following items are enclosed with this permit package.
• Cover Letter
• Application fee
• Fast Track Application Form FTA 06-21
• Corporate Documentation
• FTSE
• Site Maps
• Existing Permit w/Narrative
Please contact me at [phone] orLamie.powless nv5.com if you have any questions,
comments or concerns.
Sincerely,
Jamie Powless, P.E.
Site/Civil Project Manager
6750Tryon Road I Cary, NC 27518 1 www.NVS.com I Office 919.836.4800 1 Fax [phone]
CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY PROGRAM MANAGEMENT ENVIRONMENTAL

Nc neat f)r F nvironmental Quality
A!
To: NCDEQ DWR
From: Jamie Powless, NV5 Raleigh Regional Off'c
Re: United Therapeutics Athletic Complex Sanitary Sewer Permit Narraivs
Date: August 11, 2021
The project consists of the relocation of an existing 6" private sanitary sewer main for United
Therapeutics located at 3026 East Cornwallis Road in Durham, NC. The original sewer main permit
WQ0035522 was issued on August 23, 2011 and certified on June 11, 2019.
The original permit was for gravity sewer to service a soccer field and athletic fieidhouse. The
athletic fieldhouse will be converted into an office building and the sewer line is being relocated to
serve a future building. The use of the existing building is changing but there is no new flow
associated with this permit modification. Below is a summary of the items being removed from the
original permit and items being added.
Items Included in Original Permit
• 697 LF — 6" Pipe
• 4 Manholes
Original Permit Items to be Removed
• 342 LF — 6" Pipe
Original Permit Items to Remain in Place
• 355 LF - 6" Pipe
• 4 Manholes
New Items Being Added to Permit
• 482 LF — 6" PVC Pipe
• 2 Manholes
Items Included in Final Permit
• 837 LF — 6" PVC
• 6 Manholes
Please contact meat [phone] oral mie- [e-mail] if you have any questions,
comments or concerns.
Sincerely,
Jamie Powless, P.E.
Site/Civil Project Manager
6750 Tryon Road I Cary, INC 27518 1 www.NV5.com I Office 919.936.4800 1 Fax [phone]
CONSTRUCTION QUALITY ASSURANCE INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL

078. 5v 11
1111
1
1 Mill
1 FI
IFiI
o
pp
f
1 °
•
mild
y
If
f e •
'
ID
r
rjM1
Declination
A"*
Sw
SCALE 111
1
1000
2000 Feet
1 11 Ills
1
1 1111 1
1 1 1 1 1 11 1111
SOUTHWEST•
• 1 1. 1 1
D. 06/08/18
Scale: I inch = 111
Datum NA027

4 kw
Ago
40
QJ
O�', > -
-Y -
�{ � �
...
O w,r • lA� L%�� _
U C
m co
C C �
�. • !M in
4+
•gyp �
4t b� �
■
i ti� L
:-
11 Alp

f' " BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: United Therapeutics Corporation
0431121 Fling w Use y
SECRETARY OF STATE ID NUMBER: STATE OF FORMATION: DE E - Filed Annual Report
REPORT FOR THE FISCAL YEAR END: 12/31 /2020 CA202 1
A202108415583
3/25/2021 01 45
SECTION A: REGISTERED AGENT'S INFORMATION ® Changes
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615 Wake County Raleigh, NC 27615
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Pharmaceutical Sales
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
5. PRINCIPAL OFFICE MAILING ADDRESS
1040 Spring St. 1040 Spring St.
Silver Spring, MD 20910-4018 Silver
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: OFFICERS (Enter additional officers in Section E.)
NAME: James Edgemond NAME: Martine Rothblatt
TITLE: Chief Financial Officer TITLE: Chief Executive Officer
ADDRESS:
ADDRESS:
MD 20910-4018
NC Dept of Environmental Quality
AUG 2 5 2021
Raleigh Regional Office
NAME: Michael Benkowitz
TITLE: President
ADDRESS:
1040 Spring Street 1040 Spring St 1040 Spring Street
Silver Spring, MD 20910 Silver Spring, MD 20910 Silver Spring, MD 20910
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
enl mes Edgemond, by James Edgemond CFO 3/25/2021
SIGNATURE � DATE
Form must be signed by an officer listed under Section C of this form.
James Edgemond, by James Edgemond CFO Chief Financial Officer _
Print or Type Name of Of car Print or Type Title of Officer
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTIV E: ADDITIONAL OFFICERS
NAME: Tracy Mey
NAME: John Hess
NAME: Matthew KOOtman
TITLE: Assistant Treasurer
TITLE: Assistant Secretary
TITLE: Assistant Treasurer
ADDRESS:
ADDRESS:
ADDRESS:
1040 Spring Street
1040 Spring St
1040 Spring Street
Silver Spring, MD 20910
Silver Spring, MD 20910
Silver Spring, MD 20910
NAME: Paul A Mahon
NAME:
NAME:
TITLE: Secretary
TITLE:
TITLE:
ADDRESS:
ADDRESS:
ADDRESS:
1040 Spring St
Silver Spring, MD 20910
NAME:
NAME:
NAME:
TITLE:
TITLE:
TITLE:
ADDRESS:
ADDRESS:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
NAME:
TITLE:
TITLE:
ADDRESS:
ADDRESS:
NAME:
NAME:
TITLE:
TITLE:
ADDRESS:
ADDRESS:
Name:
TITLE:
ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:

N V 5
LETTER OF TRANSMITTAL
To: NCDEQ
Attn: Water Quality Section
3800 Barrett Drive
Raleigh, NC
NV ]D 3300 Regency Parkway, Suite 100
be o f �R virp pfieptal Cary, NC 27518
P: 919 836 4800
F: 919.851.1918
AUGNV5.com
21
�c��Oal pfce
Re: United Therapeutics Athletic Complex
Sanitary Sewer
I am sending you the following item(s):
Date: August 24, 2021
** HAND DELIVER **
Job No.: 2020276.00
COPIES
DATE
NO.
DESCRIPTION
2
Application and Supporting Documents (One Original & One Copy)
2
Cover Letter
2
Application Fee
2
Fast Track Form FTA 05-21
2
Flow Tracking Acceptance Form
2
Site Maps
2
Existing Permit & Narrative
These are transmitted as checked below:
❑ As requested
® For approval
❑ For review and comment
❑ For your use
Remarks:
Please contact me at [phone] or iamie.powless®nv5.com if you have any questions, comments or
concerns.
Copy to: File Signed: Jamie Powless