WQ0040884_More Information (Requested)_20220324

Strickland, Bev
From: Watt, Matthew <[e-mail]>
Sent: Thursday, March 24, 2022 12:54 PM
To: Lowe, Alexander
Subject: [External] RE: Greensboro -Randolph Megasite
Attachments: 2022.03.24 FTA-06-21.pdf; page 2 FTA-06-21.pdf; Pages from Fast Track package.pdf;
FTSE-10-18.pdf
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As requested here are the sheets with the name change and flow change. Let me know if you need anything else.
Thanks
Matthew W Watt, PE NC,SC
M 336.995.7056 D 336-955-8259
hdrinc.com/follow-us
From: Lowe, Alexander <[e-mail]>
Sent: Thursday, March 24, 2022 11:28 AM
To: Watt, Matthew <[e-mail]>
Subject: Greensboro -Randolph Megasite
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Good morning Matt:
Just following up per our phone conversation. After speaking with Jenny about the FTA 06-21 changes, she agrees that
the project name should be changed to "Greensboro -Randolph Megasite" on both the FTA (item 11.1) and FTSE forms to
reflect the entirety of the project, but she says the total feet of line DOES NOT have to be included on the FTA. That is
our responsibility to reflect in the permit, and 1 was mistaken about the need for that change.
I also noted that the volume listed in the FTA is 1.33M GPD, but the volume listed on the FTSE is 1.80M GPD. We will
obviously need that number to be corrected in whichever place it is incorrect.
Whenever you can get those revisions to me is just fine. For now I'm working to get a permit number created with the
information I have.
Best,
Alex Lowe (he/him)
Environmental Specialist II
Division of Water Resources
Department of Environmental Quality
Winston-Salem Regional Office
i

450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Cell: [phone]
Office: [phone]
2

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: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Greensboro Water Resources (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: Michael Borchers per 15A NCAC 02T .0106(b)
Title: Director of Water Resources
4. Applicant's mailing address: 2602 S. Elm -Eugene Street
City: Greensboro State: NC Zip: 27406-
5. Applicant's contact information:
Phone number: [phone] Email Address: Michael.Borchers@,greensboro-nc.gov
II. PROJECT INFORMATION:
1. Project name: Greensboro -Randolph Megasite
2. Application/Project status:
❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0040884 and issued date: May 20, 2019,
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: Randolph
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.87° Longitude: -79.62°
5. Parcel ID (if applicable): 8718520081 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Watt License Number: 037518
Firm: HDR Engineering Inc. of the Carolinas
Mailing address: 440 S. Church St., Suite 1200
City: Charlotte State: NC Zip: 28202-2075
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: T. Z. Osborne Water Reclamation Facility Permit Number: NC0047384
Owner Name: City of Greensboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00006
2. Downstream (Receiving) Sewer Information: 18 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00006
Owner Name(s): City of Greensboro
FORM: FTA 06-21
Page 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 ® 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 ® N/A
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 preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
® Businesses / offices / 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 100 % Commercial % Industrial (See 15A 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(f)? ❑ Yes ® No
➢ If ves, 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,b
No. of Units
Flow
Factory excluding industrial waste
25 gal/Per employee per shift
1.8M GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1.8M 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

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A 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/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 proiects requiring a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the vroiect. the full technical review is required.
2. Professional Engineer's Certification:
I, Matthew Watt , attest that this application for Greensboro -Randolph Megasite
(Professional Engineer's name from Application Item III.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,
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 versionj. 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, Michael M. Borchers , attest that this application for
(Signature Authority Name from Application Item 1.3.)
SEAL
037518
Greensboro -Randolph Megasite
(Project Name from Application Item II.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.
Signature:
Date: 3) 3 /zca_
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: City of Greensboro
Project Name for which flow is being requested: Greensboro -Randolph Megasite
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: T.Z. Osborne Water Reclamation Facility
b. WWTP Facility Permit #: NC 0047384
All flows are in MGD
c. WWTP facility's permitted flow 56.0
d. Estimated obligated flow not yet tributary to the WWTP 0.3100
e. WWTP facility's actual avg. flow 33.93
f. Total flow for this specific request 1.8
g. Total actual and obligated flows to the facility 37.46
h. Percent of permitted flow used 66.90
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
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Big 1.207 0.274 0.062 0.000 0.062 0.212
Stewart
A ir:11 11,1
WQ0038555 10.224 4.626 1.52 0.058 1.516 3.110
* 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): City of Greensboro T.Z.Osborne
Downstream Permit Number: NC0047384
Page 1 of 6
FTSE 10-18