WQ0044107_Application (FTSE)_20230126

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (fit% qylaelo be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Alexandria Real Estate Equities, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
El Privately -Owned Public Utility
❑ Federal ❑ State!County ❑ Municipal ❑ Other
3. Signature authority's name: Oliver Sherrill per,15A NCAC 02T .0106Ib1
Title: Re iog nal Director NC Dept of,,n`,jr0"Men1a1 Qualsty
ry
4. Applicant's mailing address: 5 LaboratoDrive. Suite,3200
City: Research Triangle Park State: NC Zip: 27709-_
5. Applicant's contact information:
Phone number: 919 313-6645 Email Address: osherrilIC&are.com h �eglonal office
galeig
11. PROJECT INFORMATION:
1. Project name: 41 Moore Drive
2. Applicationftoject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: 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: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.93425' Longitude:-78.867815
5. Parcel ID (if applicable): 156982 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
l . Professional Engineer: Pamela A. Kistner License Number: 023121
Firm: Dewberry Engineering, Inc.
Mailing address: 2610 Wycliff Road, Suite 410
City: Raleigh State: NC Zip: 27607-3U73
Phone number: [phone]- Email Address: kn istner n,dewberrv.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I . Facility Name: Triangle Wastewater Treatment Plant Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ - UNKNOWN
2. Downstream (Receiving) Sewer Information: 12 inch 0 Gravity El Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WOCS00038
Owner Name(s): Durham County
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 Develo er's Operational Agreement FORM: DEV been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a HornelProperty Owners' Association, has an IdOA POA O erational A =reement FORM: 149A and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes [:]No ® NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationlservice ❑ Hotel and/or Motels
❑ School / preschool) day care ❑ Medical / dental I veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses I offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: _ __°lo Domestic 75 % Commercial 25 % Industrial See I SA.NCAC 02T .0103(20})
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(? ❑ 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 2,e
No. of Units
Flow
New OfficelFactories
25 gal}person
178
4,450 GPD
gal/
gal/
GPD
gal/
GPD
galf
GPD
gal/
GPD
Total
4,450 GPD
a See 15A N('AC 02T .01 14(41dl..,(eli I I and (eW2j 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.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4.450 GPD (per 15A NCAC 02T.01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump StationlForce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Graviy Se►%crs):
'l . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
846
PVC
12
93
DIP
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s); gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I SA NCAC 021- .03051 hlf 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 timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A N( AC 02T .0305it) R ? ® Yes [-]No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
zWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
zWater 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-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g). see Section X.I of this application
* 15A NCAC 02T.03050g contains alternatives where separations in 02T.0305(1) 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 xvebaa(.,e
2, Does this project comply with the minimum separation requirements for water mains? ® Yes [:)No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/scaled 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes [:]No
➢ This includes Trout Buffered Streams per I SA NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coveragefauthorizat ion is required.
6. Does project comply with I SA NCAC 02T.0IOS�c_K6) (additional permits;'certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(cX6}, 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 SA NUM 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 line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 1� NCAC 02T, the Minimum Design Caw a. for th • ' rni1Ung of p Slatto_ny
and Fork Mains_tlaesttvusionl, and lheGravity Sewcr_Miintmum Ddst n CDitwgLLip)es) version] as applicable?
to 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 preiects requiring a variance approval may be subiect to Ionizer
review times. For Proiecis-requiring two or more variances or where the variance is delgirmined bX the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, .._ _ . Pamela A. Kistner , attest that this application for 4.1 Moofe, Drive
(Professional Engineer's name from Application Item Ili 1.) (Project Name from Application Item 11.1)
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,
Mmjm�jm Design Crtt6n4lor Gravit wars (latest version}, and the Pliauum Design Criteria (or the Fast•Track Permitljq
of PuMp Slatlons ant] Fq cc Mains flatol. _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 $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Oliver Sherrill , attest that this application for 41 Moore Drive
(Signature Authority Name from Application Item 1.3.) (project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
J
�. m
Date: 06.24.2022
FORM: FTA 06-21 Page 5 of 5

WI. R
D-,
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: 41 Moore 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
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
h. Percent of permitted flow used
All flows are in MGD
12
1.9068
4.028
0.00445
5.939
49.5
11. 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) (F)=(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 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
Page 1 of 6
FTSE 10-18

ii MoorL or.
III. Certification Statement:
}4iC �C i X4A 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 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.
Signing Off &al Signature Date
Title of Signing Official
Page 2 of 6
FTS L- 10-18

Dewberry
June 27, 2022
NCDWR
Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: 41 Moore Drive Commercial Alteration
To Whom It May Concern,
Dewberry Engineers Inc_ i 919.881.9939
2610 Wycliff Road, Suite 410 919.881.9923 fax
Raleigh, NC 27607-3073 www.dewberry.com
NC Dept of Environmental Quality
.BAN 26
Raleigh Regional Office
The renovation and expansion of the existing building located at 41 Moore, Durham NC, formerly known
as apart of the GSK campus is located within RTP. Alexandria Real Estate Equities has purchased the
facility and is renovating the existing buildings. The building expansion for 41 Moore will result in a total
increase 57,520 square feet.
While the existing site was previously permitted in the 90's for its sewer flow, we are applying for a new
permit as we've been unable to source to old permit number and the site has a new owner. The
renovated space will be a core and shell building only. Using an assumed number of employees
generates a flow of 4,450 GPD.
The sanitary sewer improvements include.
846 LF of 8" PVC pipe
93 LF of 12" DIP pipe
Please let us know if you have any questions at 919-424-3726 or at pkistner _.dewberry corn
Sincerely,
Pamela A. Kistner, PE
Senior Project Manager
CC: Raymond B. Ruggles, RLA
Page 1 of 1

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Business Corporation
Legat Name
Alexandria Real Estate Equities, Inc.
Information
Sosld: 2030281
Status: Current -Active O
Date Formed: 8/18/2020
Citizenship: Foreign
State of Incorporation: MD
Fiscal Month: December
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 Ave Ste 550
Pasadena, CA 91101 Pasadena, CA 91101 Raleigh, NC 27608
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Officers
Secretary
Jackie B. Clem
26 NORTH EUCLID AVE
PASADENA CA 91101
Chief Executive Officer
Peter M. Moglia
26 NORTH EUCLID AVENUE
PASADENA CA 91101
Chief Executive Officer
Stephen A. Richardson
26 NORTH EUCLID AVENUE
PASADENA CA 91101

Chief Financial Officer
Dean A. Shigenaga
26 NORTH EUCLID AVENUE
PASADENA CA 91101
Stock