WQ0043709_Application (FTSE)_20220719

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'�y3
94
completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I . Applicant's name: Davidson Industrial Properties — 78 TW, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal LI StatelCounty ❑ Municipal
3. Signature authority's name: Jonathan Smith per 15A NCAC 02T .01061b)
Title: Reeistered Agent
4. Applicant's mailing address: 111-H Reynolda Village
City: Winston Salem State: NC Zip: 27106-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Other
7//q
II. PROJECT INFORMATION:
1. Project name: TW Alexander Bioprocessing Building
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
Ha 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: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.905192 • Longitude:-78.879803'
5. Parcel ID (if applicable): 211003 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Adam Pike License Number: 036231
Firm: McAdams Company
Mailing address: One Glenwood Ave Suite 201
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I . Facility Name: Triangle Wastewater Treatment Plan Permit Number: NC0026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQUnknown
2. Downstream (Receiving) Sewer Information: 12 inch
El Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00038
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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® NIA
3. if the Applicant is a Home/Property Owners' Association, has an HOA.POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparationiservice
❑ School r preschool ? day care ❑ Medical / 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 % Commercial 100 % Industrial (See I5A 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 .0114(fl? ❑ 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 a,s
No. of Units
Flow
General Business and office facilities
25 galkmployeelshift
200
5000 GPD
gall
GPD
gal!
GPD
gal!
GPD
gal?
GPD
gal?
GPD
Total
5000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(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 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 5000 GPD (per 15A NCAC 02T .0114)
➢ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
199
PVC
6
41
PVC
➢ Section I1 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section ill 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
VII1. 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: TW Alexander Bionrocessine Wet Well
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.904340- Longitude:-78.880426-
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: .009216 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): 16 gallons per minute (GPM) at 50 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station);
Size (inches)
Length (feet)
Material
2
1,367
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0I C. l.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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 I SA NCACO2T.0305(h)(I)(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(1)):
1. Does the project comply with all separations/alternatives found in I5A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305{f1 contains minimum separations that shall be nrnvided for sewer sysrems•
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-1 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 (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.1 of this application
*15A NCAC 02T.0305(a) 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 webuage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to I5A NCAC I 8C.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?
➢ 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
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200?
➢ This includes Trout Buffered Streams per I5A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is req
El Yes No ®N.A
❑ No
® Yes ❑ No
❑ Yes ® No
uired.
6. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I5A NCAC 02T.0105(c1(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 I5A NCAC 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 Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
®Yes No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the rearrest will be issued
concurrently with the approval of the permit. and protects requiring a variance approval may be subt_ect to longer
review times. For protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect, the full technical review is required.
2. Professional Engineer's Certification:
I, Adam Pike , attest that this application for TW Alexander Bionrocessing Buildirvr,_
(Professional Engineer's name from Application Item M.1.) (Project Name from Application Item II. I)
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 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 143-215.6B, 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 $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
ap,t,./0A,
,•••'�N CARo�
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 4.1 ""r$-✓ /' —5;-•7 µ , attest that this application for
(Signature Authority Name from Application Item 1.3.)
(Project Name from Application Item II. 1) (?c .ui
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 flail 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.
Signature:
Date: �— %-- 2 Z—
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: Davidson Industrial Properties-78 TW
Project Name for which flow is being requested: TW Alexander Bioprocessing Building
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
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 1.4027
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
4.0280
0.0050
5.4357
45.3
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:
(A) (B) (C) (D)=(B+C) (E)-(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Finn i pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD 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 < O.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6
FTSE 10-18

J
III. Certification Statement:
1 S4ii\RC-Utcertify 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.
[1 a Cb�jIL�ZDZ2�
Signing O rcial Signature 0 Date
Title of Signir Official
Page 2 of 6
FTSE 10-18

iJ MCADAMS COVER LETTER > SLC-20000
TW ALEXANDER - BIOPROCESSING BUILDING
SITE HISTORY & PROJECT DESCRIPTION
TW Alexander is a proposed development that includes a three tenant +/- 95,260 SF building on approximately 14.62
acres on the east side of TW A'exander Drive, just North of 1-40, in Durham, North Carolina. The property is zoned Light
Industrial (LI) and in the Suburban Development Tier. The site is within the Cape Fear River Basin. The site is within
Durham County jurisdiction and the City of Durham water service area.
The proposed development will consist of one building with warehouse, office, and laboratory space as well as
assoc;ated parking, sidewalk, utilities, and package lift station that will handle sewer flow via a force main for the site
with a expected daily flow of 5,000 gpd per 02t.0114(f) with a peak flow of 16 gpm. The force main will run to the
southeast corner of the site and then cross over TW Alexander and head east 1300 LF to an existing gravity manhole.
The force main will be located on private property and has been coordinated between the necessary parties. Flow from
public manhole will ultimately discharge to Triangle Wastewater Treatment Plant. The plant is owned by Durham
County and permit number is NC0026051.
creating experiences through experience One Glenwood Avenue, Suite 201, Raleigh, NC 27603
919. 823. 4300
1nft

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MCADAMS
The John R McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh. NC 27603
phone [phone]
fax [phone]
license number: C-0293. C• 187
www.mcadamsco.com
GRAPHIC SCALE
500 1000 2000
11
1 inch si 1000 ft.
TW ALEXANDER
USGS TOPO MAP
78 TW ALEXANDER DRIVE
DURHAM, NORTH CAROLINA, 27713
PLAN INFORMATION
PROJECT NO, SLC-20000
FILENAME SLC20000•SIA
CHECKED BY MDS / ACP
DRAWN BY CAW
SCALE 1" =1000'
DATE 04. OS. 2021

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GRAPHIC SCALE
0 500 1000 2000
finch =1000ft.
MCADAMS
The John R McAdams Company, Inc
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone 919. 823, 4300
fax [phone]
license number: C-0293, C 187
www mcadamsca :.om
TW ALEXANDER
SOIL MAP
78 TW ALEXANDER DRIVE
DURHAM, NORTH CAROLINA, 27713
PLAN INFORMATION
PROJECT NO. SLC-20000
FILENAME SLC20000-SIA
CHECKED BY MDS/ACP
DRAWN BY CAW
SCALE 1"-1000'
DATE 04.05, 2021

LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Davidson Industrial Properties - 78 TW, LLC
SECRETARY OF STATE ID NUMBER: 2201618
REPORT FOR THE CALENDAR YEAR: 2022
SECTION A: REGISTERED AGENTS INFORMATION
STATE OF FORMATION: NC
1. NAME OF REGISTERED AGENT: Smith, Jonathan T.
2. SIGNATURE OF THE NEW REGISTERED AGENT'
Fling Office Use Only
E - Filed Annual Report
2201618
CA202210214027
4/12/2022 04:17
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
111-H Reynolda Village 111-H Reynolda Village
Winston Salem, NC 27106 Forsyth County Winston Salem, NC 27106
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2. PRINCIPAL OFFICE PHONE NUMBER: 0336) 930_7756 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
111-H Reynolda Village 111-H Reynolda Village
Winston-Salem, NC 27106 Winston-Salem, NC 27106
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Jonathan T. Smith NAME: NAME:
TITLE: Authorized Representative TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
111 Reynolda Vlg Ste H
Winston Salem, NC 27106 5130
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Jonathan T. Smith 4/12/2022
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form
Jonathan T. Smith Authorized Representative
Print or Type Name of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State. Business Registration Division, Post Office Box 29525. Raleigh, NC 27626-0525
Print or Type Title of Company Official

Davidson Craven
1\k I I k11 \) k 1)F1'F1.l)1'MF \ 1
May 4, 2022
State of North Carolina
Depearment of Environmental Quality
Division of Water Resources
Raleigh Regional Office - Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
To whom it may concern:
The project in for flow acceptance (TW Alexander Bioprocessing building) is proposing the use of a lift
station with a calculated daily flow less than 15,000 gallons per day. Per NC Admin Code 15A NCAC
02T.0305(h)(1)(B): A standby power source or pump shall be required at all pump stations except for
simplex pump stations. Controls shall be provided to automatically activate the standby source and
signal an alarm condition to satisfy the power reliability for pump stations that have an average daily
flow less than then the mentioned 15,000 gallons per day.
To satisfy this requirement, a onsite generator with manual activation, quick -connection receptacles and
telemetry and the capacity to provide adequate power to supply the pump station will be provided and
solely dedicated for the this purpose.
Sincerely,
Jonathan T. Smith
Managing Partner
Davidson Craven
111-H Reynolda Village
Winston-Salem, NC
27106