WQ0043008_Application (FTSE)_20211119

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:k...6(3,0613O0' (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: ARE -NC Region 14, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County 0 Municipal ❑ Other
3. Signature authority's name: Oliver Sherrill per 15,E NCAC 02T .0106(b)
Title: Senior Vice President -Regional Market Director %
t7
4. Applicant's mailing address: 5 Laboratory Drive, Suite 3200 t7
b
City: Research Triangle Park State: NC Zip: 27704- � ..
z
5. Applicant's contact information: tlo tzr 6
rri
Phone number: [phone] Email Address: oshen•ill(a�are.com � � �,
tlraII. PROJECT INFORMATION: pay 8
I. Project name: IQ ljvj. Drivg I t.:1
r
2. Application/Project status: El Proposed (New Permit) El Existing Permit/Project d p
If a modification, provide the existing permit number: WQ00 and issued date: 0 r
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: 35.8975- Longitude:-78.8638'
5. Parcel ID (if applicable): 157816
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: James L. Eason Jr. License Number: 042597
Firm: McAdams
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle Waste Water Treatment Plant Permit Number: NC0026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQunkown Downstream (Receiving) Sewer Size: 12 inch
System Wir. Collection System Permit Number(s) (if apvlicabiet: WQCS00038
Owner Name(s): Durham County
FORM: FTA 04-16 Page 1 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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
O Businesses / offices / factories
O Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
0 Church
❑ Nursing Home
5. Nature of wastewater : % Domestic/Commercial
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
® Other (Explain in Attachment)
% Commercial
100 % Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes
➢ If yes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑Yes ®No
® No
Establishment Type (see 02T.0114{f))
Daily Design Flow''"
No. of Units
Flow
Factory
25 gal/employee/shift
201
5,025 GPD
Industrial Processes
50 gal/day
1
50 GPD
Reverse Osmosis
1500 gal/day
1
1,500 GPD
GPM Reject Reverse Osmosis
1200 gal/day
1
1,200 GPD
gal/
GPD
gal/
GPD
Total
7,775 GPD
a See 15A NCAC 02T .0I 14(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 15A 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: 7.775 GPD (per 15A NCAC 02T .0114)
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
Page2of5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
594
PVC
8
259
DIP
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D 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
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . 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 02T .0305(h)L:
❑ Standby power source or pump with automatic activation and telemetry - l5A NCAC 02T .0305(h)(1)(B):
D 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 - l5A NCAC 02T
.0305(h)( 1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
D 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.
D 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)):
I. Does the project comply with all separations found in 15A NCAC 021 .0305(f) & (g)
➢ f 5A NCAC 02T.0305(1) contains minimum separations that shall be provided for sewer systems:
Yes ElNo
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
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 1 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
l0 feet
Final earth grade (vertical)
36 inches
Y 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305t t) cannot be achieved.
Y **Stream classifications can be identified using the Division's NC Surface Water f lassifieatiotts webnilge
Y If noncompliance with 02T.0305(f) or (k;), sec Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ N A
D. See the Division's draft separation requirements for situations where separation cannot be meet
Y 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 l 5A NCAC 02B .0200? ® Yes ❑ No ❑ N; A
Y This would include Trout Buffered Streams per 15A NCAC 2R.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
®Yes El No
5. Does project comply with 15A NCAC 02T.0105(cX6) (additional permits certifications)? ® Yes ❑ No
Per _15A_NCAC 02T.01051ciiti, 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aenal 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 (east once every six -months and inspections
documented per 15A NCAC 021'.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 15ANCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity 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 supporting documents.
2. Professional Engineer's Certification:
1,
James Eason
Jul 12021 1 I :48 AM
attest that this application for
(Professional Engineer's name from Application Item 1I1.1.)
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. 1 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 1 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
NC Dept of Environmental Quality
NOV 19 21121
RaIeig dR a�
3. Applicant's Certification per 15A l 'l°�6�tce
1, /✓t.-1 h err://� Abitk tTb' dorattest that this application for
(Signature Authority's name & title from Applica ton Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that Wall 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. 1 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 I43-215.6A 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: 7//%
FORM: FTA 04-16
Page 5of5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: ARE -NC Region 14, LLC
Project Name for which flow is being requested: 10 Davis Drive
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.
1. 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 #: NC0026051
All flaws are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 2.274
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
3.503
0.007775
5.785
48.2
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm ! pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
N/A
* 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 peaiiii4firttatEmtkor�paea
(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: WQCS00038
RaIki84 Regiauld 4
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I 5k4 6 nit___ I %
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 1 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.
certify to the best of my knowledge that the addition of
Signing O icial Signature Date
Title of Signilfg Official
Page 2 of 6
FTSE 10-18

J MCADAMS FAST TRACK APPLICATION > ARE20000
August 23, 2021
NCDEQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: 10-Davis
Fast Track Application for Gravity Sewer — Flow Calculations
ARE20000
The 10-Davis project is proposing a new industrial building to be constructed with a sanitary sewer extension to be
provided to the nearest public owned outfall. The project is proposing to permit flows for the first two phases of
interior construction. As part of the Fast Track Sewer System Extension Application (FTA 04-16) the project is required
to summarize the wastewater generated by the proposed project. Per 02T.0114, the most representative design flow
rate is "Factory, excluding industrial waste" which carries a flow rate of 25 gallons per employee per shift.
The proposed project will also produce a waste stream based on internal lab and research and development process
that are not captured within the 0.2T.0114. These additional flows are summarized in the table attached as provided
by Jacobs. The project is proposing a total daily design flow of 7,775 gallons per day.
If you have any question s please feel free to contact me at 919-361-5000 and [e-mail].
Sincerely,
MCADAMS
James L. Eason Jr., PE
Sr. Project Manager, Education+Healthrcare
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919, 361. 5000

MCADAMS FAST TRACK APPLICATION > ARE20000
August 23, 2021
NCDEQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: 10-Davis
Fast Track Application for Gravity Sewer — Cover Letter
ARE20000
NC Dept ofEnvironmental Quality
NOV 19 2021
Raleigh Regional Office
We are proposing a gravity sewer system as part of the 10-Davis development which will serve a future
commercial/industrial development. The proposed sewer system will be under private ownership. A fast track
application is provided, and this permit will be expanded as future flow and pipe extensions are proposed.
Thank you for taking the time to review our applications. A list of the items included in the application package is
provided on the Letter of Transmittal. If you have any questions please feel free to contact me at 919-361-5000 and
[e-mail].
Sincerely,
MCADAMS
James L. Eason Jr., PE
Sr. Project Manager, Education+Healthcare
creating e.periences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361.5000

A
1,000 2,000
I inch 2,000 feet
4,000
Feet
10 DAVIS DRIVE
USGS TOPO MAP
PROJECT #: ARE-20000
DURHAM, NORTH CAROLINA
ij
MCADAi ib

A
0 500 1,000 2,000
Feet
inch " 1,000 feet
10 DAVIS DRIVE
SITE AERIAL MAP
PROJECT #: ARE-20000
DURHAM, NORTH CAROLINA
MCA DAMS

�J MCADAMS
Date: November 18, 2021
NC Dept of Environmental Quality
NOV 19 2021
Raleigh Regional Office
To: Raleigh Regional Office Water Quality Section
3900 Barrett Drive
Raleigh, North Carolina 27609
919-791-4200
I am sending you the following items:
❑ Drawings
❑ Specifications
❑ Plans
❑ Letter
Z Submittal
❑ Prints
LETTER OF TRANSMITTAL
HAND DELIVER
Re: 10 Davis Drive
Gravity Sewer Application
Job #: ARE-20000
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
2
Copies
10-Davis Fast Track Permit
1
Check
Check to NCDEQ ($480.00)
2
Copies
10-Davis Flow Tracking Form
Transmitted as checked below:
• For approval
O For your use
O As requested
Remarks:
Copy to:
❑ For review + comment
❑ Other
❑ Other
Signature:
Senior Project Manager, Education +
Healthcare
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

DOMESTIC WATER CONSUMPTION BY PHASE
Process Water Usage
Phase 1
Phase 2
RO
0
1500
GPM Reject RO
0
1200
Test Port Dram Coolers
0
50
Domestic Water Usage (per 2T)
Ph2
5025
Ph1
3775
C&S
Total GPD Per Phase
3775
7775
EMPLOYEES BY PHASE
Employees
GPD / Employee (2T) (Per Beam)
Phase 2 25 201
Phase1 25 151
GPD
5025
3775
NC Dept of Environmental Qualk
NOV 19 2021
Raleigh Regional Office

State of North Carolina
Department of the Secretary of State
SOSID: 1212252
Date Filed: 7/12/2011 5:04:00 PM
Elaine F. Marshall
North Carolina Seeretan of State
C201119300263
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7.04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is ARE -NC Region No. 14, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited.
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is: Delaware
3. The date of formation was July 8.2011 ; its period of duration is: perpetual
4. Principal office information: (Select either a or h)
a. 0 The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 385 E. Colorado Blvd., Suite 299
City, State, Zip Code Pasadena, CA 91101 County [ os Ansteles
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 327 Hillsborough Street
City, State, Zip Code Raleigh, NC 27603
County Wake
6. The mailing address, if different front the street address, of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: Corporation Service Company
CORPORATIONS DIVISION P. O. BOX 29622 RA .SIGH, NC 27626-0622
(Rcvivd January 2O02) (Form L-09)

APPLICATION FOR CNRTIFICATE OF AUTHORITY
Page 2
8. The names, titles, and usual business addresses of the current managers of the limited liability company are.
(use attachment if necessary)
N�{r me Business Address
Alexandria Real Estate Equities, L.P. 385 E. Colorado Blvd., Suite 299, Pasadena, CA 91101
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the slate or country of formation. The Certificate of Existence must be
Tess than six months old. A. photocopy of the certification cannot be accepted.
10. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
11. This application will be effective upon fil.ng, unless a delayed date andfor time is specified:
This the I Ith day of _July , 20 11
ARE -NC Region No. 14, LLC
Name of! nrted L ability Company
fly: Alexandria +cal Itbta' `, i ies :; rattnIer
lty: ARE-QRS cral Partner
By: Gary D. Dean, Vice President
Notes:
1. Filing fee is S250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
Type or Print Name
P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form 1. 09)

Delaware
(The First State
PAGE 1
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "ARE —NC REGION NO. 14, LLC" IS DULY
FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD
STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS
OFFICE SHOW, AS OF THE ELEVENTH DAY OF JULY, A.D. 2011.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "ARE —NC REGION
NO. 14, LLC" WAS FORMED ON THE EIGHTH DAY OF JULY, A.D. 2011.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE
NOT BEEN ASSESSED TO DATE.
5008404 8300
110806823
You may verify this certificate online
at corp.delaware.gov/authver.ahtml
AUTHEN
Jeffrey W LiulloA, Secretary of Slate
TION: 8891840
DATE: 0 7 —11-11