WQ0043406_Application (FTSE)_20220427

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:}/" 00 It 3 tD(0 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: ARE -NC Region No. 16, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Oliver Sherrill per I5A NC A(
Title: Senior Vice President Regional Marketing Director
4. Applicant's mailing address: P.O. Box 13329, 5 Laboratory
02T .010(02
Dr. Suite 3200
City: Research Triangle Park State: NC Zip: 27709-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1.
Project name: Bioprocess Innovation Center Expansion
2. Application/Project status: ® Proposed (New Permit)
❑ Privately -Owned Public Utility
❑ Other
❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.843861n Longitude:-78.851639'
5. Parcel ID (if applicable): 0746426366, 0746421267, 0746317096 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Taylor Hollingshead License Number: 051459
Firm: ColeJenest & Stone
Mailing address: 131 '/2 S Wilmington St, Suite 200
City: Raleigh State: NC Zip: 27601-
Phone number: [phone] Email Address: Taylor.Hollingshead(a7bolton-menk.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Western Wake Regional Water Reclamation Facility Permit Number: NC0088846
Owner Name: Wake County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0003029, W00035453, W00034559
2. Downstream (Receiving) Sewer Information: 12 inch I81 Gravity L Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS000I3
Owner Name(s): Town of Cary Gravity Sewer System
FORM: FTA 06-21
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?
El Yes No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA?POA Operational Agrgement (FQRMLi!OA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑Yes El No ❑N.A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool day care ❑ Medical 1 dental / veterinary facilities
❑ Food and drink facilities ❑ Church
® Businesses ;` offices I factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool?Clubhouse
❑ Swimming Pool?Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 61.9 °% Commercial 38.1 % Industrial (See 15A NC AC 02T .0103{20))
If Industrial, is there a Pretreatment Program in effect? ® Yes❑ No
6. Has a flow reduction been approved under I _g NCAC 02T 0I 14(f)? ❑ Yes ® No
If yes. provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e.b
No. of Units
Flow
Factory, including industrial waste
16,000 gal/day
I
16,000 GPD
gal/
GPD
gal/
GPD
gal.
GPD
gall
GPD
gal,'
GPD
Total
16,000 GPD
a See I5A NCAC 02T .01 14(12), {d). (el(l) 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 I5A NCAC 02T.O 114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and othcr measured data.
8. Wastewater generated by project: 16.000 GPD (per I5A NCAC {t41 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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
110
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section I11 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
I. Pump station number or name: SSPS-3B
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.8438' Longitude:-78.8522
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0061 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): 35 gallons per minute (GPM) at 35 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
110
DIP
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.I.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I SA NCAC 02:T .0305014 I):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility 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 timcframes, 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(I) & (g ''
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
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 (sec 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
➢ If noncompliance with 02'1.0305(f ,or (g}. see Section X.1 of this application
*15A NCAC 02T_0305(g) contains alternatives where separations in 02T.0305(f) 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 webhave
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ 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.
➢ See the Division's draft separation 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 I5A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual 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(cH) (additional permits/certifications)? ® Yes ❑ No
Per 15A NC AC 02T.010510(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 I 5 A N(V AC 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 interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial Tine, 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:
1. Does the submitted system comply with 1 5A NCAC 02T. the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Desian Criteria (latest versionj 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 approval of the permit, and projects requiring a variance approval may be subject to lonuer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project. the full technical review is required.
2. Professional Engineer's Certification:
attest that this application for I'
(Pouf _ssional Engineer" amc from Application Item III I.) [ 'roject 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,
Minimum Design Criteria for Ciravity Smers (latest version), and the Minimum Design Criteria for the Fast -Track Perrniuinu
of Puinn Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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 $ I0,000, 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,.070.1..)
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North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
i/,1 i` ! 1NG\NN
VADIolot
I, 2/c.' ✓ i�e...41rr , attest that this application for 3i0pi(dees S /y� r70v4fi em t nfrr.
( rgnature Authority Name from Application item 13) (Project Name from Application Item II. I) E—)- pgr1S1 bvi
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.g
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. 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 143-215.6A and I43-215.6B, 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: 3/2-i/22
FORM: FTA 06-21
Page 5 of 5

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: Alexandria Real Estate Equities, INC.
Project Name for which flow is being requested: Bioprocess Innovation Center Expansion
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: Western Wake Regional Water Reclamation Facility
b. WWTP Facility Permit #: NC0088846
All flows are in MGD
c. WWTP facility's permitted flow 11.88
d. Estimated obligated flow not yet tributary to the WWTP 00.53
e. WWTP facility's actual avg. flow 06.70 (2021 Average Day)
f. Total flow for this specific request 00.016
g. Total actual and obligated flows to the facility 06.716
h. Percent of permitted flow used 56.5%
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:
Pump Station
(Name or
Number)
KitCreek
WestCary
BeaverCreek
(A) (B) (C) (D)=(B+C)
Design Approx.
Average Current Obligated, Total
Pump Daily Avg. Not Yet Current
Station Firm Flow** Daily Tributary Flow Plus
Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated
No. MGD MGD MGD MGD Flow
WQ0003029 4.8 1.92 1.44 0.18 1.62
WQ0035453
WQ0034559
(E)=(A-D)
Available
Capacity***
0.30
31.0 12.4 3.34 0.53 3.87 8.53
40.0 16.0 4.03 0.53 4.56 11.44
* 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
(pi) 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 < O.
Downstream Facility Name (Sewer): Town of Cary Gravity Sewer System
Downstream Permit Number: WQCS00013
Page 1 of 6
FTSE 10-18

certify to the best of my knowledge that the addition of
th i i ume o l'was ; }a cf t, . r permit his project has been evaluated along the route to the receiving
astewater treatment facil and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer ove ows 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 adec at acity to transport and treat the proposed new wastewater.
Title of Signi
2
ale
Page 2 of 6
FTSE 10-18

Colejenest&Stone
BOLTON & MENK,INC.
FujiFilm DiosynthBiotechnoloRies Expansion
1s' Submittal — 04.25.2022
To whom it may concern,
131 Y2 Wilmington Street, Suite 200
Raleigh, NC 27601
Office: 919-719-1800
colejeneststone.com
Attached with this letter are all documents included in the 15Y submittal to the state for sewer permitting
related to the FujiFilm Diosynth Biotechnologies Expansion. This permitting process is to only permit the pump
station and force main and gravity lines downstream of the pump station up to where it ties into an existing
manhole. The permit is a for a new building that falls under the business/office/factory category with a total flow of
16,000 gpd made up of both sanitary flow and process waste.
This submittal includes the following documents: NC Dept of Environmental Quality
• FTA 06-21 Application
• Check Made out to NCDEQ for $480 APR 27 21122
• Signed FTSE 10-18
• Town of Cary Approval Letter Raleigh Regional Office
• USGS Map of Site Location
• 11x17 of Utility Plan for location of Pump Station, Force Main, and Gravity Sewer to be permitted by the
state.
• NC Secretary of State Registration for ARE -NC Region No, 16, LLC
Please reach out if there is any other documentation needed
Sincerely,
Taylor Hollingshead, P.E.
Cc: [e-mail]
PLANNING LANDSCAPE ARCHI'FEC1URE CIVIL ENGINEERING URBAN DESIGN

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TOWN Of CARY
i�. ii(::xriiiIk)
Marr.h 9, 2022
Alexandria Real Estate Equities
5 Laboratory Drive Ste 3200
Research Triange Park. NC 27709
RE: Development Review Committee Approval of RTP Utilities - Bioprocess Innovation Center
Utility Expansion
Project Number: HTE Number:
Town of Cary Project Number 22 DP 6187
Property Real Estate D Number(s):
Planning & Development
Services
Town of Cary
316 N. Academy St. I Cary, NC 27513
[phone]
[e-mail]
The Town of Cary Development Review Committee is pleased to inform you that your plan is approved, effective March 9, 2022.
SCOPE OF WORK APPROVED: The project entails a utility extension of the existing water and sanitary sewer services to
accommodate a building expansion. The sanitary sewer will be extended for the expansion and will include a 2nd
monitoring manhole for service waste as well as a force main for all combined waste. The existing waterline loop and
associated easement will be relocated further south to avoid conflict with the new building expansion and will require the
abandonment and re -platting of the water easement. (THIS PROJECT IS NOT LOCATED WITHIN TOWN LIMITS OR WITHIN
ZONING JURISDICTION. THIS IS A UTILITY REVIEW ONLY)
DURATION AND EFFECT OF APPROVAL
• Substantial Commencement by March 9, 2023
• This approval shall become null and void if the applicant fails to substantially commence work authorized by this approval prior to
the date noted above
CONSTRUCTION COMPLETION
• In no case shall this plan or parts of this plan be valid if wQrk is intentionally or voluntarily discontinued for a period of not less than
24 months. If a plan is deemed to no longer be valid, the owner or applicant will be required to resubmit for approval a plan that
meets current development ordinances unless otherwise noted in this Ordinance.
• No change(s) may be made to the above -referenced development plan unless approved by the Town of Cary.
SITE DEVELOPMENT PROCEDURES AND NOTES:
• Unless stated otherwise in this letter, all permits, procedures, and development fees addressed in the original letter of approval
remain in effect as so noted.
PAYMENT OF FEES:
• Before a pre -construction meeting can be scheduled and any work begin on this project all fees included in the attached
Statement of Fees must be paid either online (following the below instructions), by phone (311 inside Cary, 919-469-4046
outside Cary), or by check.
• Failure to do so may result in delays to processing times for related applications and permits, and may also result in the Town
initiating appropriate enforcement action in accordance with Chapter 11 of the LDO. Such action may include, but is not limited
to, issuance of civil penalties and/or withholding issuance of building and occupancy permits.
Created with idtPlans Review
3/9/22
RTP Utilities - Bioprocess Innovation Center Utility Expansion

To Pay Fees Online:
www.townofcary.org
Select Permit
Put in permit number
View Application Fees
To Pay Fees by check:
• Mai your check (payable to Town of Cary) to Development Services, PO Box 8005, Cary, NC 27512 - you must reference your
Development Plan number on the check. If paying by check, allow approximately 2 weeks for us to receive and process
the check.
For any questions about this development plan approval, please contact Development Services at [phone] or email dre@townofcary_org_
We thank you for choosng the Town of Cary!
Sincerely,
TOWN ofCARY
Created with idtRians Review
3/9/22
RTP Utilities - Bioprocess Innovation Center Utility Expansion Page 2 of 2

4/25/22, 9:38 AM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My
Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report
form
Limited Liability Company
Legal Name
Are-nc Region No. 16, LLC
Information
SosId: 1382859
Status: Current -Active
Date Formed: 6/4/2014
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Corporation Service Company
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
https:llwww.sosnc.govlonline_services/search/Business Registration_Results 1/1