WQ0041885_Application (FTSE)_20200806

State of North Carolina
Department of Environmental Quality
DW. , Division of Water Resources
R
15A NCAC 02T .0300 --FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & 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 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared iu accordance with, 15A
NCAC 02L 15A NCAC 02T .0300, Division policies and good engineering ractices.
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 NCAC 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 NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review
➢ Projects that require an environmental assessment in accordance with ISA NCAC 1C A100, "C Dept of Environmental Quality
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 1 SA NCAC 2T; AUG - 6 2020
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems. Raleigh Regional Office
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 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
I@ 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 Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If AppIicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility,
D 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 less 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, 7 a .
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 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
D Location of the project (gravity sewer, pump stations & force main)
D 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 Iike 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 I SA NCAC 02T .0305tht111, 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 will 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."
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. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115 a t 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 letter 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.
L Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .01 15tc1, submit the properly executed O rr,ilional Agreement FORM: 110A .
❑ 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 AgEeemeni (FORM: DEV).
For more information, visit the Division's collection systems websile
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 Reaional 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, Cabafrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Re ional 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, Bartle, Camden, Chowan, Craven,
Water Duality Section
Washington, North Carolina 27889
Cunituck, Dare, Gates, Greene, Hartford, 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, fender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alemance, 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]
NSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
0-""" 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. (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,_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 02T .0106(bl
Title: Senior Vice President
4.
Applicant's mailing address: PO Box I3329 Research Triangle Park
City: Research Triangle Park State: NC Zip: 2770 -
pr
5.
Applicant's contact information:,
Phone number. (10 313-6645 Email Address: osherrillr,are.com
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�
Q. PROJECT INFORMATION:
t
1.
Project name: 2-IALhgratory Drive
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Q
2.
ApplicatiowTroject status: ® Proposed (New Permit) ❑ Existing Permit/Project
w
If a modification, provide the existing permit number: WQ00 and issued date:
A
C)
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: N.35.897° Longitude:-W,78.853°
5.
Parcel ID (if applicable): (1)157823. (2)157.822
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Chris Aebel License Number: 30076
Firm: Clark Nmsen
Mailing address: 4525 Main Street Suite 1400
City: Virginia Beach State: VA Zip: 23462-
Phone number. (M 351-1176 Email Address: MebjelklcIarknexsen.cora
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle 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
Svstem Wide Collection Svslcm E'crmpi N wuber(, I l if aPP1LQblc I. WQCSUNKNOWN
Owner Name(s): Durham County
1-i
'ORM: FTA 04-16 Pagc 1 of 5

VI. GENERAL REQUIREMENTS
1. 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 Qverate n 1 Agreement (FORM. DE% been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Hoinc/Proyern• Owners' Association, has an Oncrational Agreement (FORM: HOA1 been attached?
[--]Yes [:]No ®N/A
4. Origin of wastewater..(check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: $$% Domestic/Commercial % Commercial
12 % Industrial (See 15A NCAC 02T .0 t 03(201)
1Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01141()? [:]Yes ®No
➢ If ves, Provide a coov of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow ti6
No. of Units
Flow
Green House
gall
GPD
Office
gall
GPD
Green House Irrigation
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)(1) and (c)(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. 42AA .
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data
8. Wastewater generated by project:.Q 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): Will be permitted at a later date
'ORM: FTA 04-16 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravity Sewers):
1. Summarize gravity sewer to be permitted:
She (inches) Length (feet) Material
8 532 DIP
Section H & 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)
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 I 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: 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 (MR)
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 .03050m 1):
❑ 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 Iess 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):
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 timeGames, 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 & I5A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 f
I— 11n IM-A ; uz 1 -030510 contains alternatives where separations in 02T,0305(fy cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water ClassiGcatinnti web ace
If noncompliance with 02T.0305 or see Section X of this application
►� M ,
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes
D See the Division's draft separation requirements for situations where separation cannot be meet No [I N/A
D 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?
This would include Trout Buffered Streams per 15A NCAC 213 0202 ®Yes [:1 No ❑NIA
4. Does the project require covemge/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications? Yes ®No
D Information can be obtained from the 440 Duffer Permitting Branch
5. Does project comply with I5A NCAC 02T 0 1051 Of 6) (additional permits/certifications)?
® Yes [:]No
Per 15A NICIAC 02T 0105 6 , 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 1 SA NCAC 02T.0402, "high priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strcambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
D If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individuaHigh Priority lines shall be inspected by the permittee or Its representative at least once every six -months and inspections
l System -Wide CoIIectlon permit.
OM: FTA 04-16
pane A n04

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02L the h1inimum Design Criteria for the P niAlin , of Pump Stations
and Force Mains fiatest versions, and the Qravity Sewer Minimum Dcsign Criteria flatest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track AuRlication and supporting documents
2. Professional Engineer's Certification:
1, CAri, S�6pk 1. 4
Engineer's name from Application Item III. I.)
attest that this application for
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 143-215.613, any person who knowingly makes any raise
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.
.......... ..,,tlltt11F1r....................... n
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0I06(b):
1, © V - ✓ yj-V Le Y/Lf d �+� ' attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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 143-215,6E 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.
i
Signature: Date: Z12 -V
'ORM: FTA 04-16 Page 5 of 5

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing - Order a Document Online • Add
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Amended a Annual Report form
Limited Liability Company
Legal Name
ARE -NC Region No. 17, LLC
Information
Sosld: 1569248
Status: Current -Active O
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 Mauling
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

July 16, 2020
Vincent Chirichella, PE
Durham County
5926 Highway 55 East
Durham, NC, 27713
RE: Fast Track Sewer Application - 9 Laboratory Drive
This application is for the 9-Laboratory Drive project gravity sewer extension, located at 9
Laboratory Drive, Durham NC. This application consists of Form: FTA 04-16, an 8-5-inch x 11-
inch site map, aerial -map, and corporate documentation for Alexandria Real Estate Equities, Inc.
Is registered with the North Carolina Secretary of State and meets the requirements of 15A
NCAC 02T and the Division of Water Resources minimum design criteria.
The system consists of approximately 532 LF of 8" DIP gravity pipe and serves an office
building, and green houses.
Christopher T. Aebel
Department Head - Civil l Associate
[phone]
dgarkqr(a-,g[arknex5en.corn
v
4525 Main Street, Suite 1400
Virginia Beach, VA 23462
P; 757-455.58001 F: 757.455.5638
clarknexsentom
0
CLARKNEXSEN

Robinson, Jason
From: Chirichella II, Vincent J. <[e-mail]>
Sent: Monday, September 14, 2020 10:24 AM
To: Robinson, Jason; Stephanie Brixey; Brixey, Stephanie
Cc: Cashion, Ted
Subject: [External] RE: Private Sewer Ext Application in Durham County
Exterr{gfara ail. Do not. cliaminks' or open attachments uniessyou verily. Send'all suspicious ethall as an-ai taaliment to
Good morning Jason,
Thanks for reaching out. We are aware of this project and the application stating a zero flow. We are working with the
Owner/Developer to reconcile flows from their existing building onsite in addition to the new building as this parcel has
an existing Industrial User Permit. Upon final determination of the total flow for both buildings, we will determine if the
site will be under the existing permitted flow or if the permit will need to be modified.
As an FYI ... You will also be receiving another project, same Owner different site and different engineer, with this same
situation. That project is called 6 Davis Drive Building 3 & 4.
Let me know if there are additional questions. Thanks.
Vincent Chirichella, PE
SR. PROJECT MANAGER
[CC) DURHAM
COUNTY
5926 Highway 55 East
Durham, north Carolina 27713
Office: [phone] 1 Fax: [phone]
Email: vchirichellafadconc_nov
From: Robinson, Jason <[e-mail]>
Sent: Friday, September 11, 2020 4:04 PM
To: Stephanie Brixey <[e-mail]>; Brixey, Stephanie <[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Chirichella II, Vincent J. <[e-mail]>
Subject: Private Sewer Ext Application in Durham County
Stephanie & Vincent,
We recently received a sewer extension application for a project call "9-Laboratory Drive" that lists the Triangle plant as
the receiving WWTP. The applicant is "ARE -NC Region No. 17, LLC". The application does not include any flow, but
states that "Flow will be permitted at a later date". No Flow Tracking Sheet was submitted (since it doesn't include
flow), but we wanted to make sure you were aware of this project.
Thanks,
Jason

------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
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