WQ0042030_Application (FTSE)_20210506

State of North Carolina
DWR
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: I ",(i 6 3G (to be completed by DWR)
To i iv
All Items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: ARE -NC Region No. 14, LLC (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: Oliver SherriII per 15A 1tiCAC 02T .0106(b)
Title: Senior Vice President - Regional Market Director
4. Applicant's mailing address: 7020 Kit Creek Road, Suite 100 �CFF
City: Research Trian le Park State: NC Zip: 27709- cC
5. Applicant's contact information: MAY Q
Phone number: 9I9 313-6645 Email Address: [e-mail] A 1CDEQI�c s z�z1
II. PROJECT INFORMATION: W
R/1YpD
I . Project name: 6 Davis Drive Building#3 & #4 - Phase l E
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0042036 and issued date: 10/21/2020
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.899441 Longitude:-78.858964 O
N
5. Parcel ID (if applicable): 157816 N
(or Parcel ID to closest downstream sewer) c •o
.>
III. CONSULTANT INFORMATION:
1. Professional Engineer: Grant M. Livengood, PE License Number: 028419 °
N Firm: McKim & Creed. Inc. A
Mailing address: 1730 Varsity Drive Suite 500 U
z
City: Raleigh State: NC Zip: 27606-
Phone number: 9(? g) 233-8091 Email Address: aivengoodamckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle Wastewater Treatment Plant Permit Number: NCO026051
Owner Name: Durham Count
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQUnknown Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection S-vs(em Permit Number(sl rifan )licable): WQCS00038
Owner Name(s): Durham Court
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. 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 Developer's Operational Aereem nt F{ ORM: PLY
—) been attached?
❑ Yes ❑No ®N.?A
3. If the Applicant is a I lome/Prgnge C)wners' Association. as an erationaf Agr men FORM: I IOAj been attached?
❑ Yes []No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls)
❑ CST Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School ! preschool ! day care ❑ Medical 1 dental veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
® Businesses! offices !factories El Swimming Pool/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 68 °lo DomesticlCommercial %Commercial
32 % Industrial (fee I A NCAC 02T .0103(20
�Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under l 5A NCAC 02 j A l L41 f1? ❑ yes ®No
➢ Imes. Provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114())
General Business - (Bldg #3)
General Business - (BIdg #4)
Daily Design Flow i.b
No. of Units
Flow
25 gal/Day/Employee
600
15,000 GPD
25 gal/DaylEmployee
600
15,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GAD
Total 1
30,000 GPD
a See 15A NCAC 172T.�01 I4(bl. fdl. lelf_ 11 and feQ 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 15A NCAC-9 T.0114 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 30.000 GPD (per 15A NCAC 02T.0114)
Z 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)
8
Length (feet)
641
Material
PVC
8
176
DIP
➢ 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: C Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021- .030.SOR I :
❑ 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
D 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 — (0211 .0200 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations found in 15A NO2T.0305(AC !). & {e)
® Yes ❑ No
➢ 15A NCAC 02T.0305g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's m Su ace Wace Water lassifications we6pRge
➢ If noncompliance with 02T.0305 or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ NiA
➢ Seethe 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 2B.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 the40l & Buffer Pcrmittine Branch
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05tck6b 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, stormwater management plans, etc.).
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 ❑ NIA
➢ 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:
Does the submitted system comply with 15A NCAC 02T, the Minimum ftesi�.rn_C ' eria rlhePanitting of Pumr, Stations
and Force Mains I latest versianl.. and the Gravity Sewer Minimum Design C L4!da 1 est v rsion as applicable?
® Yes ❑ No
If No, complete and submit the Variance+AItemative Design Request application (VADC I0-14) and supporting documents for
review. Approval of the request is re uired rior to submittal of the Fast Track Application and sulmorting documents.
2. Professional Engineer's Certification:
I, G1 4JV- i vL>;SjL-,00D, C attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 I43-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1,
4C
name & titleTrom Application Item I.3.)
0",%IIIIIII,,,�
.AJA CARn,
9
..
.......................
tr�ae-A-VY attest that this application for
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 $25,000 per violation.
Signature: !v — Date: 2$A-1
FORM: FTA 04-16

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-I6 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 25A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared In accordance with, 15A
NCAC 02T. 15A NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NC —AC 02T _0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAG 02T�03.
Projects not eligible for review via the fast track process (must be submitted for full technical review): ��� VED
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; MAY s Zaz1
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder I�ItmsD�
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); f-�
➢ Vacuum sewer systems. Q/D1 ra V13/A r pD
General .- When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item I1.I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
D The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated Iess than one
year prior to the application date.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215,§ a1. --
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h1LI), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division wiII accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North _Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a Ietter from the North Carolina Utilities Commission's Water and Sewer Division -Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ HomeHome/Proms, Owners' Associations
❑ Per 15A NCAC 02T, .01 I5(c), submit the properly executed Operational Agreement eement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreemcnt FORM: DEV .
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Ralei h Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting AIlocation: ARE -NC Region No.I4, LLC
Project Name for which flow is being requested: 6 Davis Drive Buildings #3 & #4 Phase 1
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 jl'ow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Trianle Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO026051
C. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e, WWTP facility's actual avg. flow
f. TotaI flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
12
1 r CEO
2.144
�QV 0620
3.503
0.030
1/
5.677
R/�IlJD
47.3
FS
I1. 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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
N/A
(A)
Design
Average
Firm Daily Flow**
Capacity, * (Finn / pt),
MGD MGD
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
FIow Plus
Avg. Daily
Daily Flow,
Obligated Available
Flow, MGD
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 C
� oIRlivironmental Quality
Downstream Facility Name (Sewer): Durham Coun Sewer
Downstream Permit Number: W CS00038
MAY 17 2021
Page 1 of 6
Raleigh Regional Office
FTSE 10-I8

III. Certification Statement:
I S rtu�ii t r ► certify to die best of my knowledge that the addition of
the volume ofwastewater to bd 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 form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
a.2 I.
Signing Off tcial Signature Date
---N> 94%1� ljz-
Title of Signing Official
Page 2 of 6
FTSE 10- l 8

NC Dept of Envlronmentat UWILY
MAY 17 2021
Raleigh Regional 41 iee
FAST TRACK SEINER APPLICATION NARRATIVE
MODIFICATION
FOR
6 Davis Drive Building #3 & #4 - Phase 1 ��
Durham County, North Carolina CIVEFD
Prepared for:
w
ALEXAN DR IA.
ARE - NC Region No. 14, LLC
6 Davis Drive, P.O. Box 12137
Research Triangle Park, North Carolina 27709
Modification Date: April 20, 2021
Prepared by:
MAY 0 6 �0z1
NCDEQ/DVV'3
/N,n DES
�Qr •.. %
Z
•Q, ��
Z .4 .
I I I I I I I t t w
-A
4:e�CMM&CREM
1730 Varsity Drive, Suite 500
Raleigh, NC 27606
Phone: [phone]
Fax: [phone]
F-1222

MODIFICATIONS
The purpose of this modification is to provide the average daily flow data for Building #3 and
Building #4. The average daily flow data is provided below along with the updated flow tracking
form (attached).
PROJECT NARRATIVE
There is an existing building (Building 0) on -site with tributary flow to the Triangle WWTP.
This project involves the construction of two new buildings (Building #3 & #4) and
associated infrastructure for the 6 Davis Drive campus in Research Triangle Park, North
Carolina. This project is the first step to a long-term master planned campus. Phase i
consists of constructing Building #3 which will be a 4-story, flexible, multi -tenant
laboratory and office facility, along with an Amenity building. The footprint for Building
#3 & Amenity will be approximately 48,177 square feet which will contain
approximately 156,054 total square feet. Building #3 will be devoted towards the
combined uses of research/laboratory/office/conference.
The project will extend gravity sanitary sewer approximately 817 linear feet to the
eastern portion of the property to allow for a future tie-in for future building #4.
641 LF of 8-inch PVC gravity sewer
176 LF of 8-inch DIP gravity sewer
The sewage and wastewater collected by this system will be treated at Triangle
Wastewater Treatment Plant.
WWTP Facility Name: Triangle WWTP
WWTP Facility Permit: #NC0026051
Average daily flow data provided in the attached FTSE is based on the average daily
flow as provided in the "Wastewater Design Flow Rates" in 15A NCAC 02T.0114.
Building #3:
• Serving 600 employees @ 25 gal/gpd/employee discharging 15,000 gpd
Building #4:
• Serving 600 employees @ 25 gal/gpd/employee discharging 15,000 gpd.
Total flow requested for this project is 15,000 + 15,000 gpd = 30,000 gpd.

North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
ARE -NC Region No.14, LLC
Information
Sosld: 1212252
Status: Current -Active
Date Formed: 7/12/2011
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
RECEDED
MAY 0 B 2021
R/fVPpES
CurrentAnnual Report Status:
Registered Agent: Corporation Service Company **Note load times may be long**
Addresses
Mailing Principal Office Reg Office
26 North Euclid Avenue 26 North Euclid Avenue 2626 Glenwood Avenue, Suite 550
Pasadena, CA 91101 Pasadena, CA 91101 Raleigh, NC 27608
Reg Mailing
2626 Glenwood Avenue, Suite 550
Raleigh, NC 27608
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Alexandria Real Estate Equities, L.P.
26 North Euclid Avenue
Pasadena CA 91101
https://www.sosnc.gov/online services/search/Business_Registration_Results 5/20/2020

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Scale: 1 "=500'
w FEMA MAP
1730 Varsity Drive, Suite 500 U 5w Iwo
Raleigh, North Carolina 27606 Date:
O: 919-233,8091 F: 919.233.8031 6 DAVIS DRIVE March 22, 2019

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vW�&CREED USGS MAP
1730 Varsity Drive, Suite 500 a +000 zoos
Raleigh, North Carolina 27606 Date:
0:919.233.8091 F:919.233.8031 6 DAVIS DRIVE March. 22, 2019

vMCKEM&CREED
TO; North Carolina Department of
Environmental Quality - NCDEQ
512 N. Salisbury Street
Raleigh, NC 27604
ATTENTION! Christyn Fertenbaugh, PE
WE ARE SENDING: ® Originals
❑ Specifications
LETTER OF TRANSMITTAL
DATA April 30, 2021
rROJEcr NO: 07473-0002
TASK NO: EXP
RE: 6 Davis Drive Building ##3 & #4 — Phase 1
NCDEQ Permit Modification
Original Permit No. Wqq ft V ED
TRANSMITTAL NO: i �YA(a
G[ &
❑ Prints ❑ Shop DraEQPb
❑ Calculations ® Other - Check/PDES
Quantity
Drawing No.
Rev.
Description
Status
1
Fast Track Sewer Application — Signed
G
1
Fast Track Sewer Application Narrative
C
1
NC Secretary of State Registered Business
C
1
Flow Tracking Form — Signed NC Dept ofEnvironmental Quali
y G
1
Watershed Classification Form
C
1
USGS Map
C
1
Overall Vicinity Map Raleigh Regional Office
C
1
NCDEQ Application Permit Fee ($480.00)
G
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
REMARKS: Please find enclosed a modification for original permit # WQ0042036. This modification is to
provide the required flow for the two buildings that were omitted in the original permit.
1730 Varsity Drive, Suite 500 Raleigh, NC27606 919A33.8MI Fax919j2,7,Y8031
Cc: McKIM & CREED, INC.
Signed 4 .
Don BataiIle
Senior Designer