WQ0044063_Application (FTSE)_20230118

State of North Carolina
Department of Environmental Quality
,.:
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
WR
Division o! Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: I? tv completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name. Durham Coun (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal N State'County ❑ Municipal ❑ Other
3. Signature authority's name: Stephanie Brixey per 15A NCAC 027 0
NC Dept of Environments! Quality
Title: POTW Director
4. Applicant's mailing address: 5926 Hi way 55 East
City: Durham State: NC Zip: 27713- JAN 18 2023
5. Applicant's contact information:
Phone number: 919) 560-9034 Email Address: sbrixevt7dconc.gov Raleigh Regional Office
II. PROJECT INFORMATION:
1. Project name; txe se - u V (/ f 1% V .M i P USt — 1 °12 4 .1r�4lJ C 1
2. Application/Project status: N Proposed (New Permit) ❑ Existing Permit/Project llJ
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: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35. 881944- longitude: -78. 83556'
5. Parcel ID (if applicable): 158011 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
l . Professional Engineer: Joe Bryant License Number: 038362
Firm: Seamon Whiteside & Associates. Inc.
Mailing address: 508 Rhett Street, Suite 101
City: Greenville State: SC Zip: 29601-
Phone number: [phone] Email Address: jbrvant(d),seamonwhiteside.com
TV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle Wastewater Treatment Plant Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ Unknown
2. Downstream (Receiving) Sewer Information: 30 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Name(s): Durham County
FORM: FTA 06-21 Pagel of 5

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VII. GRAVITV SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Grarili Scwersl:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
16
PVC
8
546
DIP
S-6 ZZ
Y Section I1 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section Ill contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 0,2.T , 0 & 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:
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 2.01 C_ Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)t 1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)i
➢ 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

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w-.v NORTH CAROLINA
Department of the Secretary of State
4r.►
CERTIFICATE OF AUTHORIZATION
(Limited Liability Company)
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify that
NC DURHAM PAGE, LLC
is a limited liability company formed under the laws of South Carolina as NC
Durham Page, LLC and was authorized to transact business in the State of North
Carolina by issuance of a certificate of authority on 13th day of September, 2019.
I FURTHER certify that, as of the date of this certificate, (i) the said limited
liability company has not withdrawn from the State of North Carolina, (ii) the said
limited liability company's certificate of authority has not been suspended for failure to
comply with the Revenue Act of the State of North Carolina, (iii) that said limited
liability company is not administratively revoked for failure to comply with the
provisions of the North Carolina Limited Liability Company Act, (iv) that this office has
not filed any decree of judicial revocation, withdrawal, articles of merger, or articles of
conversion for said limited liability company.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 14th day of June, 2022.
Scan to verify online.
Certification4 113798944-1 Reference# 18846331- Page: 1 of 1 Secretary of State
Verify this certificate online at https://www.sosnc.govlverification

W—M.
SEAMONWHITESIDE
February 9, 2022
Vince Chirichella
Durham County
5926 Highway 55 East
Durham, North Carolina 27713
Durham Mixed Use - Topgolf
Public Main Extension
N 1VC %t of Environmental Quoi
CDe�ro f ty,
JAN I I
o%enral 2023
�qN 18 � P'Vonw O
� �7�e 2�2� fl"ce
9h
gio��Olce
Please find included the submittal for the public sewer main extension for the Durham Mixed Use
— Topgolf project located on TMS 0747-04-85-5589 along Page Road in the City of Durham, North
Carolina. This project consists of the extension of approximately 562 LF of new public 8" gravity
sewer pipe and 7 manholes. The sewer main extension will serve the new Topgolf development
along with future development on the site. There is 0 GPD of proposed flow associated with this
application. All proposed flow in this phase of development is included in the private main
extension application. Flow for future development on the site will be permitted at a later date.
Included with this submittal are:
0 Application fee ($480.00)
L Fast Track Form
G Flow Tracking Form
EJ Site Maps
0 Construction Drawings
We trust that this information is to your satisfaction. Your expeditious review of this submittal is
appreciated. If you have comments or questions regarding this project please do not hesitate to contact us
at 864-298-0534 in the Greenville office.
Sincerely,
Seamon Whiteside & Associates, Inc.
Will Buice, P.E.
Civil Engineering Project Coordinator, Greenville Office
508 Rhett Street Suite 101 Greenville, SC 296011 (864) 298-05341 seamonwhiteside.com

SW■■
NE
SEAMONNITESIDE
May 24, 2022
Vince Chirichella
Durham County
5926 Highway 55 East
Durham, North Carolina 27713
Durham Mixed Use - Topgolf
Public Main Extension
NC Dept of Environmentai Quality
JA N 18 2023
Raleigh Regional Office
Please find included the submittal for the variance/alternative design request for the Durham Mixed Use
— Topgolf project located on TMS 0747-04-85-5589 along Page Road in the City of Durham, North
Carolina. This variance request is for 15A NCAC 02T .0305: Top slope of embankments or cuts of 2
feet or more vertical height. This project will not be able to meet this requirement for approximately 327
LF of sewer line along Page Road. The existing sewer main is located along Page Road east of the site
and the close proximity of the river and culverts under Page Road result in steep topography in the
area. In order to tie into the existing main, the proposed sewer line will need to run in the proximity of
these steep side slopes on either side of Page Road. A 15' wide shelf centered on the proposed sewer
line has been shown on the south side of Page Road for access and protection of the sewer line where
the line will run in line with the slope. Included with this submittal are:
❑ Request Form (VADC 10-14)
0 Engineering Plans
U Applicable Sewer Extension Application and Supporting Documentation
We trust that this information is to your satisfaction. Your expeditious review of this submittal is
appreciated. If you have comments or questions regarding this project, please do not hesitate to contact us
at 864-298-0534 in the Greenville office.
Sincerely,
Seamon Whiteside & Associates, Inc.
Will Buice, P.E.
Civil Engineering Project Coordinator, Greenville Office
508 Rhett Street Suite 101 Greenville, SC 29601 1(864) 298-0534 1 seamonwhiteside.com

• State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources ISA NCAC 02T .0105 — VARIANCE/ALTERNATIVE DESIGN REQUEST
VADC 10-14 & SUPPORTING DOCUMENTATION
Application Number:
(if applicable, to be completed by DWRI
I. APPLICANT INFORMATION:
I. Applicant's name: Durham Countv
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State ❑ Municipal
3. Signature authority's name: Stephanie Brixev per 15A NCAC 02T .0106fbi
4. Applicant's mailing address: 5926 Highway 55 East
City: Durham State: NC Zip: 27713
5. Applicant's contact information:
Phone number: [phone] Email Address: sbrixeyQdcone.gov
11. PROJECT INFORMATION:
1. Project name: Durham Mixed Use - Public
2. Project status: ® Proposed ❑ Existing (if existing, Permit Number: )
III. CONSULTANT INFORMATION:
I. Professional Engineer: Joe Bryant License Number: 038362
Firm: Seamon Whiteside & Associates Inc.
Mailing address: 508 Rhett Street Suite 101
City: Greenville State: SC Zip: 29601
Phone number: [phone] Email Address: [e-mail]
IV. VARIANCE REQUEST:
❑ Privately -Owned Public Utility
® County
Title: POTW Director
I. Provide a detailed list of specific criteria that a variance request is submitted for:
(e.g., NCAC 02T.0305(f) - Separation, MDC for Pump Stations / Force Mains 3,04(A)(1)(b) — Discharge Piping Velocity, etc)
15A NCAC 02T .0305 - ToD slo a of enbankments or cuts of 2 feet or more vertical heiizht
FORM: VADC 10- 14
Page] of 2

Applicant's Certification per 15A NCAC 02T .0 0 b :
Stephanie Brixey, POTW Director attest that this request for
(Signature Authority's name & title from Request Item 1.3.)
Durham Mixed Use - Topgolf
(Project name from Request Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all required parts of
this request package are not completed and that if all required supporting information and attachments are not included, this request
package will be returned to me as incomplete. I understand that by certifying this variance request, I shall adhere to the
requirements of the variance approval should it be approved and all permit conditions should the permit be approved.
NOTE — In accordance with General Statutes 14'15.6A and 143-215.66, any person who knowingly makes any false statement,
representation, or certification in any request 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: t tw Date: i.X�Q 3
Professional Engineer's Certification:
Joe Bryant
(Professional Engineer's name from Request Item 111.1.)
Durham Mixed Use - Topgolf
(Project name from Request Item 11.1.)
that this request 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. In accordance with 15A NGAC 02T.0105in} will provide; emusl or better treatment of the waste:
equal or better protection of the waters of the state; and no increased potential for nuisance conditions from noise. odor. o r vermin.
I further attest as been prepared in accordance with this request package and its instructions, as well as all applicable regulations and
statutes. 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 false statement,
representation, or certification in any request 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.
North Carolina Professional Engineer's seal, signature, and date:
FORM: VA DC 10-14 Page 2 of 2

Robinson, Jason
From: Robinson, Jason
Sent: Wednesday, February 22, 2023 2:56 PM
To: Joe Bryant; 'Chirichella II, Vincent J. , Darner, Elyssa; '[e-mail]'
Cc: Aaron LeBrun; Kurtz, Cassidy; Manuel, Vanessa
Subject: RE: RE: Durham Mixed Use - Sewer Revision
Hi Joe,
I spoke with Eric and Vince, and explained that if watermain standards were used for the portion of the sewerline that
didn't meet the separation requirements, then 15A NCAC 02T (g)(5) would need to be met (meet materials, testing
methods, and acceptability standards meeting water main standards of 15A NCAC 18C). If watermain requirements are
met, then the 2T requirements are met. I explained that if the engineer that singed/sealed the application (you, Mr. Joe
Bryant) sent me an email confirming that the portion of the line would meet the watermain standards, then I would
include that email with the application, and we (NCDWR) would proceed with issuance of the sewer extension permit.
As the signing/sealing engineer, based on your email below from 2/21 stating that watermain standards will be met, we
plan to issue the permit. Please note that ALL watermain requirements shall be met, including testing methods.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
ter.
Department of EnviroFFinantal Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Joe Bryant <JBryan t@SeamonWhiteside .com>
Sent: Tuesday, February 21, 2023 8.46 AM
To:'Chirichella II, Vincent J.' <[e-mail]>; Darner, Elyssa <[e-mail]>;
'[e-mail]' <[e-mail]>; Robinson, Jason <[e-mail]>
Cc: Aaron LeBrun <[e-mail]>
Subject: [External] RE: Durham Mixed Use - Sewer Revision

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Swam.,
Jason, can you see the below discussion over the sewer revisions at Durham Mixed Use? Please respond if you could
about your discussion with Aaron and Eric. Thanks!
SWN
EE
SEAMONWNITESIDE
Elevahn,r; rho sire rle°sivn
enF�er;enrc�.
Joe Bryant, PE, LEER* AP
Executive Vice President/
Managing Principal
[phone] x 513
[phone] cell
JBryant§SeamonWhiteside.com
www.seamonwhiteside.com
Our Greenville office has relocated. Please note our new address:
Judson Mills Building 6000, Suite 6060
701 Easley Bridge Road
Greenville, SC 29611
Located in The Warehouse behind BlocMaven
From: Chirichella II, Vincent J. <[e-mail]>
Sent: Tuesday, February 21, 2023 8:29 AM
To: Joe Bryant <JBryant(@SeamonWhiteside.com>; Darner, Elyssa <edarnerCd)dconc.eov>; '[e-mail]'
<eiackson(a)realtvlinkdev.com>
Cc: Aaron LeBrun <[e-mail]>
Subject: RE: Durham Mixed Use - Sewer Revision
CAUTION: EXTERNAL EMAIL
Thank you Joe. Have you sent an email to Jason Robinson stating this change was occurring and that the
variance would not be needed? If so, please forward to me for records. Thanks.
Vincent Chirichella, PE
SR. PROJECT MANAGER
I Lng nuoring and
it Fnv roman Sta S rvic 5
I.Ailttie'; D1V;';tan
5926 NC Highway 55 East
Durham, North Carolina 27713
Office: [phone] 1 Fax: [phone]
Durham County I Utilities Division I Development
From: Joe Bryant <[e-mail]>
Sent: Tuesday, February 21, 2023 8:24 AM
To: Chirichella II, Vincent J. <[e-mail]>; Darner, Elyssa <edarner@dconc.,Rov>;
'[e-mail]' <[e-mail]>

Cc: Aaron LeBrun <[e-mail]>
Subject: Durham Mixed Use - Sewer Revision
Vince,
Based on the comment from Jason regarding the variance approval, we have revised our plans to show the proposed 8"
pipe running parallel to Page Road (SS Pipe A4) to be restrained joint DIP to meet water main standards in accordance
with the requirements listed in 15A NCAC 18C .0406. This has been revised so that a variance is no longer needed in
relation to separation from steep slopes for this project. An updated plan and profile sheet is attached to this email.
Please let us know if you need anything else from us on this.
Thanks!
SWN
EN
SEAMONWHITESIDE
t;fovarrne (Ile $I(v des$j,(7
r�.t-Flr_ r, .ran r:ca.
Joe Bryant, PE, LEED® AP
Executive Vice President/
Managing Principal
[phone] x 513
[phone] cell
)[e-mail]
www.seamonwhiteside.com
Our Greenville office has relocated Please note our new address:
Judson Mills Building 6000, Suite 6060
701 Easley Bridge Road
Greenville, SC 29611
Located in The Warehouse behind BlocHaven
Caution: Do not click links or open attachments unless you recognize the sender and know the content is safe.

Robinson, Jason
From: Robinson, Jason
Sent: Tuesday, February 7, 2023 12:26 PM
To: Brixey, Stephanie; [e-mail]
Cc: Kurtz, Cassidy; Miller, Charlie M; Brent Purdum; Manuel, Vanessa
Subject: Durham Mixed -Use Top Golf (PUBLIC)
Joe & Stephanie,
We are reviewing the referenced PUBLIC sewer extension application.
When we first received the application, we noticed that Item IX.1 was marked "no" for meeting separation
requirements, and the application included a request for a variance. Please see my email below addressing this. I do
apologize that this was only sent to Brent Purdum, and I did not include the permittee or engineer on this.
Basically, I think that instead of a variance being issued, the portion of the line that cannot meet the separation
requirements for embankment slopes should instead meet watermain standards. And if it meets watermain standards,
then it meets Rule requirements (see the Rule snippets I included in my January 61h emails below).
If you would like to pursue a variance instead of meeting watermain standards, you'd need to speak with Charlie Miller
in our Central Office (he's included on this email). However, I'm not sure if a variance would be considered in this
situation, and instead watermain standards would be required to be met. (Also, was the Variance Request application
sent to the address on the Variance application form? If so, that should have made its way to Charlie).
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittina Updates"'`
Ewp'�, �
k, lop)
ticuartmeret of Envlronmontal Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Robinson, Jason
Sent: Tuesday, January 10, 2023 9:59 AM
To: Brent Purdum <[e-mail]>

Cc: Kurtz, Cassidy <[e-mail]>; Miller, Charlie M <[e-mail]>; Smith, J Chris
<[e-mail]>
Subject: RE: RE: RE: ]Sewer Extension
Hi Brent,
The Fast -Track program heavily relies on the signing engineer to certify that all of the requirements of 15A NCAC 02T
and the Division's Minimum Design criteria are met. The fast -track program does not require construction plans to be
submitted unless specifically requested, and we don't "approve" plans.
If the project doesn't meet the separation requirements of 15A NCAC 02T .0305(f), then it will have to meet the
requirements of 15A NCAC 02T .0305(g)(5), which references the watermain standards of 15A NCAC 18C, particularly
Section .0406 and the AWWA. And the signing engineer should confirm that, as they are certifying that it does by
submitting the sealed fast -track application. And if the engineer feels there is a valid reason that watermain standards
cannot be met, they can apply for a variance (however, I think our Central Office that reviews variance requests would
require that watermain standards be met instead of a variance being issued, unless there was some sort of extenuating
circumstances).
So the construction plans should specify that the entire portion of line that doesn't meet .0305(f) (separations) meets
watermain standards instead, including the line being DIP, C900 PVC or HDPE and fused or mechanical joints that meet
watermain standards and prevent leakage, and it should be constructed and will need to be tested to watermain
standards. This should be clear on the plans and in the project specifications as well.
(With all that said, once the project is complete, the Engineering Certification process does require that as -built plans be
submitted, and we'll probably review them then to ensure that the line meets the watermain standards, as best we can
through a cursory review. But again, we heavily rely on the engineer to certify that all requirements have been met for
the project.)
So you can submit the plans and specs and plans if you would would like, and we can do a cursory review to see if
appears it's in order, but it's on the certifying engineer to ensure that all requirements are met.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
"*Subscribe to Collection System & Sewer Permittino Updates**
�E
Department of [nvlronmentai Ouallty
Email correspondence to and from, this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.

From: Brent Purdum <[e-mail]>
Sent: Monday, January 9, 2023 3:44 PM
To: Robinson, Jason <[e-mail]>
Subject: [External] RE: RE: ] Sewer Extension
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
The client has asked me to see if I can bring the plans and applications to you and discuss the submittal to make sure we
are good and confirm whether we need the variance. Do you have time for me to meet you at your office to go over
these?
Thank you,
Brent Purdum
Project Manager I Bowman North Carolina Ltd.
(Formerly Triangle Site Design, PLLC)
0: (919) S53-6570 I M: [phone] 1 D: [phone]
[e-mail] I bowman.com
From: Robinson, Jason <[e-mail]>
Sent: Friday, January 6, 2023 4:56 PM
To: Brent Purdum <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Miller, Charlie M <charlie.miller([e-mail]>; Smith, J Chris
<chris.smith([e-mail]>
Subject: [EXTERNAL] RE: RE: ] Sewer Extension
Hi Brent,
I will be in the office most of Monday, so feel free to call me. 919-791-4254
I'm not an expert on the watermain standards that need to be met if the minimum separation requirements can't be
met, but the main specifications are that it meets the materials, construction methods and testing standards of
watermain standards in 15A NCAC 18C and AWWA standards, including pipe material (DIP, C900 PVC or HDPE), and the
joints either being fused (HDPE) or mechanical (DIP/PVC) to prevent leakage. The engineer will have to determine if
these are met, and they will be certifying that on the application that is submitted.
I5A `CAC 18C .0406 DISTRIBUTIO\ SYSTEMS
(a) Water Pipe Materials_ Water pipes shall be cast iron. ductile iron- reinforced concrete, plastic. or other final
for potable. Nvater sy^stein wi- ice and shall inert AWWA standards, section C, or be certified as meeting the sp
AN SI.,NSF Standard 61 Drinking Water System Components -- Health Effects. xvhich is incorporated by refers
any subsequent ainendnients and editions. Copies of AWNNIA Standards niay be obtained lbr public inspectiot'
Rifle .0503 of this Subehapter. Copies of A\ISI NSF Standard 61 may be obtained for public inspection as se
.1537 of this Subcliapter. The pressure rating class of the pipe: shall be in excess of the maxinium deNign press
section of the -water distribution system. The quality of pipe to be used shall be stated in the project specific,
------------
Jason T. Robinson, P.E.

Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"*Subscribe to Collection System & Sewer Permitting Updates"
— W11% �k-.
D7-.. E
l7(!ptE[l01An1 of EtlVil'Artml!fll Tl quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Brent Purdum <[e-mail]>
Sent: Friday, January 6, 2023 4:15 PM
To: Robinson, Jason <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Miller, Charlie M <[e-mail]>; Smith, J Chris
<[e-mail]>
Subject: (External) RE: ) Sewer Extension
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
We are getting clarification on the variance. Do you have time Monday to talk to the design engineer about this to make
sure we are on the right page? Durham County said we needed the variance but if you say we don't, we would like to go
that route. Please let me know when you are available to talk Monday. I can setup a zoom call if that helps.
Thank you,
Brent Purdum
Project Manager I Bowman North Carolina Ltd.
(Formerly Triangle Site Design, PLLC)
0: (919) 553- 6570 1 M: [phone] 1 D: [phone]
b urdum bowman.com I bowman.com
From: Robinson, Jason <iason,[e-mail]>
Sent: Friday, January 6, 2023 12:42 PM
To: Brent Purdum <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Miller, Charlie M <[e-mail]>; Smith, J Chris
<[e-mail]>
Subject: [EXTERNAL] RE:] Sewer Extension
Ni Brent,

Due to the volume of apps we received, along with our other duties (and being short-staffed), it's currently taking us
around 8 weeks to review/issue permits.
With that said, I did a very cursory review of the two application submittals, and from what I can tell, everything is
there. The only exception is that the USGS Map should be sized at a sufficient scale to show the project area, and should
approximately show the location of the sewer project that is being permitted. (we'll let you know if there's any other
issues once we have a chance to do a more thorough review).
Plans do not need to be submitted with the fast -track applications. We'll request them later if we need them for any
reason after we do a more thorough review.
As far as the variance request, will the portion of the line that doesn't meet the embankment separation requirement
meet 15A NCAC 02T .0303 (g)(5) (below)? If so, then it still meets the 2T Rules, and "yes" could be checked on item
IX.1. Our Central Office reviews/issues variances, and I assume that they would request you meet (g)(5) instead of
obtaining a variance.
(g) The follo«-Ing separalions shall be permitted if'separations In Paragraph (0 of this Rule cannot be i
provided that nothing in this Paragraph shall supersede the allowable alternatives provided in the Control
Public health Public Water Supply Rules (15A NCAC IS("), Commission for Public I leallh Sanitation Rt
NCAC 18A) or the Groundwater Protection Rules (15A NCAC 02L and 15A NCAC 020 that perta
separation of seNver systems froth water mains or public or private «•ells:
(1) for storm sewers. i itgiiteering solutions such as ductile iron pipe or structural bridging tc
crushing the underlving pipe.
(2) for public or private wells. piping materials. testing methods, and acceptability slaiidar&
water main standards shall be used \\,here these separations cannot be niaititai
appurtenances shall be outside the 100-foot radius of the well. The separation sliall howei
less than 25 feet fi-ont a private well or 50 feet from a public well:
(3) for public water inain horizontal or vertical separations, alternatives as described in 15,
18C .0906:
(-I) for less than 36-inclies cover front filial earth glade. ductile iron pipe shall be require
alternative. Ductile iron pipe or other pipe with proper bedding to develop design st
strength shall be provided where sewers are subject to traffic bearing loads: and
(5) for all other separations, materials. testing methods, and acceptability standards meeti
stain standards (15A N. CAC 1 SC) sliall be required in any alternative.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates`*

DE 70
Department of Environmental quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Brent Purdum <[e-mail]>
Sent: Friday, January 6, 2023 10:26 AM
To: Robinson, Jason <[e-mail]>
Subject: (External) Sewer Extension
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
I am trying to help a developer submit plans to DEQ for a private and public sewer extension. The project is in Durham,
NC. Please see attached applications for reference. Do you have time today to review these and let me know if we neec
any other forms? I have the fast -track application, fees and plans ready to go and can drop them off at the Barrett Drive
office today.
Thank you,
Brent Purdum
Project Manager k Bowman North Carolina Ltd.
(Formerly Triangle Site Design, PLLC)
4006 Barrett Drive, Suite 104 Raleigh, NC 27609
0: [phone] 1 M: [phone] 1 D: [phone]
[e-mail] I bowman.com
As of October 1, 2021, Triangle Site Design, PLLC has officially joined Bowman.
Bowman is a national professional services firm offering multi -disciplinary engineering, planning, surveying, geomatics,
construction management, environmental consulting, landscape architecture, and right-of-way acquisition. This change
provides a strong foundation for us to merge our comprehensive skillsets while offering the same level of commitment to
our clients and employees. To learn more, visit bowman.com.

r
NC Dept of Environmental Quality 4006 Barrett Drive, Suite 104
Bowman Raleigh, North Carolina, 27609
TEL [phone]
JAN 1 1 2IJ(3
Transmittal gdeigh Regional Office
Date: January 11, 2023 Job Number: 220149-01-001
Project Name: TopGolf, Durham NC
To: NC Division of Water Resources, DEQ - Water Quality Regional Operations
Attention: Jason T. Robinson, P.E.
1636 Mail Service Center,
Raleigh, NC 27699
919-791-4200
We are sending these by
❑ U.S. Mail
❑ Other
❑ UPS
® Hand Delivery
We are sending you
❑ Attached ❑ Under separate cover via the following items.
❑ Shop drawings ❑ PrinWPlans Cl Samples ❑ Specifications ❑ Change Orders
❑ Other
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
® For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks:
Copy to: Signed:
Brent Purdum