WQ0041885_Application (FTSE)_20210524

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.
(to be oo vieW by DWR)
All items must be completed or the apvUeaden will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: ARE -NC Region No. 17. 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 Sherrill per 15A NCAC 021' .0106ibI
Title: Senior Vice President
4. Applicant's mailing address: PO Box 13329 Research Triangle Park
City: Research Triangle Park State: NC Zip: 27709
5. Applicant's contact information:
Phone number. (LID 3134645 Email Address: osherrill dare.com
H. PROJECT INFORMATION:
1. Project name: 9-Laboratory Drive
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If modification, provide the existing permit number. WQ0041885 and issued date: September I5. 2020
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham
QJ
4. Approximatc Coordinates (Decimal Degrees): Latitude: N.35.897° Longitude:-W.78.853°
5. Parcel ID (if applicable): 1 157823 2 157822 ao�
(or Parcel M to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer. Chrisa Mitchell License Number. 13722
Finn: Clark Nexsen
Mailing address: 4525 Main Street Suite 1400
City. Virginia Beach State: VA Zip: 23462-
Phone number: (M 351-1176 Email Address: cmitchelka.clarlmexsen.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
L Facility Name: Trian 1e WWTP Permit Number. NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ UNKNOWN Downstream (Receiving) Sewer Size: $ inch
&stcm Wide Collection S�sterrt_Permit Nuntbegs1Iif applicable 1: WQCS00038
Owner Name(s): Durham County
FORM: FTA 04-16 Pagel of 5

VL GENERAL REQUIRRMBNTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ON/A
2. If the Applicant is a Developer of lots to be sold, has a pUL192CT's opgrationpi AgreementJEQRM. DEV been attached?
❑ Yes []No ON/A
3. If the Applicant is a 1#btcc Yrgl±e[tt wwnrr ;Assoc gim-b a aRW !iQLWl Apr=rent LL 1RU -& been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ HoteI and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Chumb ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: &% Domestic/Commercial % Commercial
12 °% Industrial (Sgg 15A NCAC 02T ,0103(,720 )
Its there a Preft ent Program in effect? ® Yes ❑ No
6. Has a flow reduction been approved under 1SA NCAC 02T .0114( ❑ Yes ® No
D If ves. providea eo v of flow reduction a r Mrs al letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114#{1]
i Green House
Ofiice ..
Green Douse Irrigation
r --
Daily Design Row'b No. of Unfts Flow
25 gaUperson 140 3500 GPD
25 gallperson 700 17500 GPD
2898 gal/day 1 2898 GPD
say GPD
gaU GPD
gal/ GPD
Total 1 23,898 GPD
a See 15A NCAC 02T .O 1 l Mb), (d), (e)(1) and (c)(21 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
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified (in table 15 A NCAC 0� 111 t j shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 23898 GPD (per 15A N AC.M .011 a)
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

VIL GRAVITY SEWER DESIGN CRITERIA (if Applicable) - B21.h3&MDC(Gra it. Se erg :
1. Summarize gravity sewer to be permitted:
Size (aches) Length (feet) Material
9 491 (as -built) DIP
D Section 11 & 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 sewers)
D Oversixing lines to meet minimum slope requirement b not allowed and a violation of the MDC
VUL PUMP STATION DESIGN CRITERIA (If Applicable)--JIT_.0105 & MpC g Pu rn 1p,91itlo qAT@ rr& Ma ;
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -r °
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)
S. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) j MaterW
6. Power reliability in accordance with 15 CAC 47
❑ Standby power source or pump with automatic activation and telemetry - l SA NCAC 02T .0305(h)(1)(B)T
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 -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 sball 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 timefames, 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(f)):
1. Does the project comply with all separations found in 1 SA }NCAC 01 2 05jb &r i ,
A I SA NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer m atemar
® Yea [:]No
Setback Parameter'
Separation Rey uirai
Storm sewers. and other utilities not listed below vertical
24 inches
Water mains vertical -water aver sewer includine in benched trenched
l It inches
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer
Reclaimed water lines orimtel - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS i waters of Class I or
Class H impounded reservoirs used as a source of drinkint water
**Waters classified WS (except WS-1 or WS-V) B, SA, ORW, HQW, or SB from normal
high water for tide elevation) and wetlands (see item IX.2)
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Anv building foundation
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feel
Anv basement
10 feet
To , slo ,e of embankment or arts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
Anv emmmmmg pools
Final earth (vertical)
5 het
10 het
36 inches
D 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
D "Stream classifications can be identified using the Division's NQ Surface Water Classifications we age
D If noncompliance with 02T.0305f f) % (gj. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of arm effected
3. Does the, project comply with setbacks found in the river basin rules per i 5 A NCAC 0�i6j . ® Yes ❑ No ❑ NIA
D This would include Trout Buffered Streams per 1_5,A C_Ai 1 202
4. Does the project require coveragelauthorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 1 & er Permitting Bran
5. Does project comply with 1 _O1 O�c ) (additional permitslcerlificetions)? ® Yes ❑ No
Per 15A J4C.LC D2T_0105- c pi ..directly related environmental permits or certification applications arc 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 , 5A Ni _AL 02T.{, , "high priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to shumbanks that is subject to erasion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
D If yes, include an attachment with details for each line, including typo (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 perm(tee's Individual System -Wide Collection permit.
FORM: FFA 04-16 Page 4 of 5

X. CERTIETCATIONS:
Does the submitted system compl% with 13&NLAC 021 , the Mrnrmum Ik.-ag Cnlena Ii,r ilia Volmulinz of Pupil, titration,
Ind F„ • • M.Ill liLigst terqun I and the t t u er Migimurn De
�sg, 1 Cn let ii, 11 west t • ain I as applicable?
® yes 0140
If No, complete and submit the VrtrianceJAiternatiFe lei MSe PCgV st applicattou (►ADC IQ -lit) and sttjtiiort.arg doct mcnis for
rVVt%V A lipMW or the raj uc 3 Is rgqulred prior to submittal of tthG Post TraSh A P PlIcallo"end so Poorflueen
2 Prof"SiOnilllingtnCe'sCertification
I, Chtrisa C. Mftheg attest that this application for
(Pro1*6',monal Engtnex is name from Application Item JIJ I )
has been reviewed h% me and is accurate. complete and eon nsieni with the information supplied in the plans, specifications.
enginecring calculations. and all other suppctriing documentation to the lam[ of my 17tnwkdge 1 rurther attest that to the best
of m► know -ledge the pwpusLA design has been prepared in ncwrdance with the applicable regulations, Gravity -Sewer
Minintum Demp Criteria for Gravity Smvers (latc;st version), and the Minimum Destgn Criteria for the Fasi-Track Permitting
of Pump Stations and Force Mains (latest ►mean) Although other professionals mad have developed certain porirons of this
submittal packaga, inclusion of [here materials under my signature and "I signrttes [fiat I have re►ic►%rd dais mtifertal end
have judged it to be consistent with the proposed design
NOTE — In accordance a ith General Statutes 143-213 6A and 143-2 t 5 bB, any persott who kmoivingly makes any falter
statement, mpresumtation, or certification in any application package shall be guilty of a Class 2 misdamcanor, watch mat
include a tine not to e=oed SI O.000, as ►►'ell as civil penalties up to 525,000 per viniaticn -
Iktrrtlr Caruilati Pn4irei anal Eu luerr'a anal. signntum. and date N C A t7
(xl
SEAL-
; 13722 s
Applicant's Certification per 15A NCAC 02T O106(6)
cE�,on-V �'lt,le,4-- D r, ttcst that this appII Lon for
(Signature Authonty's name & We from Application Item 13 )
has iven reviewed by me and is accurate and complete to the hest of my knowledge I under--Umd that if all required parts of
this application arc not completed and that if all required supporting documentation and attachments are not included, ibis
applicauon package is subject to being returned as incomplete I understand that any discharge of wastewater from (Iris nun.
discharges ,stern to surface waters or the land will result to an immcdtate enforccmrerrl 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
cef this permit be violated. J also undernand that if all required parts of this application package are not completed and that if
all required supporting information and ahachmem are not included, this application package will be roumed to me as
incomplete
ltiQ'i'if — in accordance tvith General Statutes 143-215.6A and 143-215 any person who knowingly rnakes any false
statement, representation, or certification in an► application package shall be guilty of a Cinsa 2 misde"'canor, which may
include a fine not to exceed $10.000 as well ascivi) penalties up to $25,000 per %iolation.
n $rgnture . AP—J
FORM F to 04-16 rage of 5

May 4, 2021
Vincent Chirichella, PE
Durham County
5926 Highway 55 East
Durham, NC, 27713
RE: Fast Track Sewer Application — 9 Laboratory Drhre — Permit 0 WQ0041885
This application is for a modification to the permit for the 9-Laboratory Drive project gravity
sewer extension, located at 9 Laboratory Drive, Durham NC. The existing Permit number Is
WQ0041885. The modification requested is to change the permitted flow from 0 to 23,998 gpd
and to decrease the linear footage of pipe. This application consists of Form: Engineering
Certification, Certification Checklist, FTA 04-16, copy of existing permit, an 8.5-inch x 11-inch
site map, aerial map, and corporate documentation for Alexandria Real Estate Equities, Inc as
registered with the North Carolina Secretary of State
The system design consisted of 532 LF of 8' DIP gravity pipe and serves an office building, and
green houses. The As -Built length of sewer is 491 LF of 8' DIP gravity pipe, resulting In a
reduction of 7.7% which is within 10% of original permitted length.
Ofx*s4 (?,y(.1eAe1/
Chrisa C. Mitchell, PE
Senior Civil Engineer
[phone]
Li
. tc--,1a•knexs(!n.4ors
4525 Main Street, Suite 1400
Virginia Beach. VA 23462
P: 757.455.5800 1 F. 757.455.5638
darknexsen.com
NC Dept of Environmental Quality
MAY 2 4 2021
Raleigh Regional Office
CLARKNEXSEN

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Division 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: ARE NC Region No. 17, LLC
Project Name for which flow is being requested: 9-Laboratory Drive
More than one FTSE may be requiredfor 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 #: NC0026051
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
Atl flows are in MGD
12
2.174
3.503
0.023 898
5.701
h. Percent of permitted flow used 47.5
H. 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.
NIA
(A)
(B)
Design
Average
Approx.
Finn Daily Flow**
Current
Capacity, * (Firm / pf),
Avg. Daily
MGD MGD
Flow, MGD
(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: WQCS00038
Pagel of 6
FTSE 10-18

M. Certification Statement.
I 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 plaint under normal circumstanccs, 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 Il 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.
Signing Official Signature
ritle of Signbig 0, -ial
570aDDI
Date
Page 2 of 6
FTSE 10-18

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Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an
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Limited Liability Company
Legal Name
ARE -NC Region No. 17, LLC
Information
Sosid: 1569248
Status: Current -Active OO
Date Formed: 1/27/2017
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
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
Pasdena, CA 91101 Pasdena, 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

Transmittal
CLARKNEXSEN
333 Fayetteville Street, Suite 1000
Raleigh, NC 27601
P: 919.828.1876
F: 919.828.1877
Date: 5/24/2021
Project: 9-1-aboratory Drive
Subject: Wastewater Collection System
Extension Permit
Comm #: 7994 — Permit No. WQ0041885
Via: Hand Delivery
We transmit the following:
❑
Drawings
❑
Change Order
❑
Computer File(s)
❑
Product Literature
Description:
Printed Documents
❑ Specifications
❑ Shop Drawings
❑ Samples
® Printed documents
4
To: Daniel Smith
Water Quality Regional Operations
Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
CC: Scott Vinson, Stephanie Brixey —
NCDEQ and Chrisa Mitchell, Chris Aebel,
Dave Parker - CN
From: Trent Rogers
333 Fayetteville Street, Suite 1000
Raleigh, NC 27601
NC Dept Of Environment., QLa!!ry
MAY 7 * mi
Ralcigh Regional office
• Transmittal Letter
• 9 Lab Drive Permit WQ0041885
• 210521 -- 9 Lab drive Complete Permit Modification Application Signed
• Permit Fee check $480.00
Remarks:
This is the approved submittal received from Durham County for the 9-Laboratory Drive wastewater
collection system.
2104301 ransmittal - 9 laboratory Drive Wastewater rxtension Permit Page I