WQ0043761_Application (FTSE)_20220914

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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: WOOD439-b L (to be completed b3 DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Orange Water & Sewer Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation 0 General Partnership ❑ Privately -Owned Public Utility
0 Federal 0 State/County 0 Municipal ® Other Public Authority
3. Signature authority's name: Todd Taylor, P.E. per 15A NCAC 02T .0106(b)
Title: Executive Director
4. Applicant's mailing address: 400 Jones Ferry Rd
City: Carrboro State: Nt.' Zip: 27510-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: Flex Buildings Millhouse Road
2. Application/Project status: ® Proposed (New Permit)
0 Existing Permit.Project
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: Orange
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.9732 Longitude: -79.0748
5. Parcel ID (if applicable): 9870892007 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Adam Pike License Number: 36231
Firm: McAdams
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713-
Phone number: (9l9) 360-5000 Email Address: pikei)nicadarsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mason Farm Wastewater Treatment Plant Pennit Number: Nt.' 0025241
Owner Name: OWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ29204
2. Downstream (Receiving) Sewer Information. 8-inch DI
El Gravity 0 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00031
Owner Naine(s): Orange Water & Sewer Authority
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 ®NA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEN) been attached?
❑ Ycs ❑ 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.0 I l5(c) been attached?
❑Ycs 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 0 Medical dental . veterinary facilities
❑ Food and drink facilities 0 Church
® Businesses / offices / factories 0 Nursing Horne
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : °o Domestic 100 °u Commercial % Industrial (Sec 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14(1)? 0 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(0)
Daily Design Flow'•n
No. of Units
Flow
Warehouse
100 gal/bay
35
3,500 GPD
General business and office facilities
25 gal/employee
225
5,625 GPD
—
gall
GPD
gal?
GPD
I
gal'
GPD
gal:
GPD 1
Total
9,125 GPD
a See 15A NCAC 02T .01 I41b). (dl. (c)(I) and { elf 21 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 fin 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 protect: 9,125 GPD (per I5A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump StationiForce 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
0 Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (1f Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
258
DIP
> Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewers)
> Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump StationsiForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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 me hod of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I5A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(I)(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 I5A NCACO2T.0305(I1)(1)1C):
❑ 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: ETA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 1SA NCAC 02T .0305(t)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02 r 0305(f) & (k)?
I5A NCAC 02T.0305[f} contains minimum separations that shall be provided for sewer systems:
®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-I waters of Class I or
Class 1I 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(6 or t.g)+ see Section X.l of this application
*I 5A NCAC 02T,0305(gl 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.
**Streatn classifications can be identified using the Division's NC Surface Water Classifications wcbpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NA
> If no, please refer to 15A 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? ® Yes
> 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 altemative 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: Jordan Lake
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 15A 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 requi
❑ No ❑ NA
❑ No
® Yes ❑ No
❑ Yes ® No
red.
6. Does project comply with 1 5A NCAC 02T.0105(c)(6) (additional permits.tertifications)? ® Yes ❑ No
Per ISA NCAC 02T.0I05(c)(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, stonnwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to strcambanks 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 permitee 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 I5A NCAC 02T, the hiiniinanz Design Criteria rig the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimun_ 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 projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, Adam Pike , attest that this application for Flex Buildings Millhouse Road
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11. )
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 Ciravi.t + Sewers {latest version), and the Minimum Design Ct iteria for the Fast -Track Permitting
of Pump St, .oa,s Lind Force Mains Qatest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
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6.15.22
I, Todd Tailor. P.E. , attest that this application for
Flex Buildings Millhouse Road
(Signature Authority Name from Application Item 1.3_) (Project Name from Application ltem 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 understand that if all required parts of this application arc not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being retumed 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, andror criminal prosecution. 1 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 arc 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 fin -eed-$10,00 as well as civil penalties up to S25,000 per violation.
Signature: 1 er Date: 8/2/2022
2``79 JJ
FORM: FTA 06-21 Page 5 of 5

D
Divlslon of Water Resources
NC Dept of Environmental Quality
AUG 17 2022
Raleigh Regional Office
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Entity Requesting Allocation: Orange Water and Sewer Authority
Project Name for which flow is being requested: Flex Buildings Millhouse Rd
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: Mason Farm Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0025241
All flows are in MGD
c. WWTP facility's permitted flow 14.5
d. Estimated obligated flow not yet tributary to the WWTP 0.567
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
7.5
0.009 (9125 gpd)
8.076
55.7%
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, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Eubanks 0.43 0.17 0.081 0.003 0.084 0.086
Lk Ellen
Rogerson
1.44 0.58 0.319 0.123 0.442 0.138
18.5 7.4 3.740 0.340 4.08 3.32
* 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
(pi) not Tess 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)- OWASA
Downstream Permit Number: WQCS00031
Page 1 of 6
FTSE 10-18

I1I. Certification Statement:
I Todd Taylor certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and 1I 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.
L
` 812I2022
Signing Official S gnature Date
Executive Director
Title of Signing Official
Page 2 of 6
FTSE 10-18

MCADAMS PRIVATE SS EXT. COVER LETTER > MPP-20010
August 15, 2022
Mr. Jason Robinson, P.E.
NCDEQ, Division of Water Resources
Water Quality Regional Operations
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
RE: Flex Buildings — Millhouse Road
Chapel Hill, North Carolina
MPP-20010
Mr. Robinson,
NC Dept of Environmental Quality
AUG 17 2022
Raleigh Regional Office
The accompanied Fast -Track Application (FTA 04-16) includes 258 linear feet of 8" DIP public gravity sanitary sewer
main located to the east of the 7300 Millhouse Road parcel for the proposed Flex Buildings — Millhouse Road
development located off Millhouse Road (SR 1725) in Chapel Hill, NC. This project will consist of approximately 116,300
sf of industrial flex office building and associated parking. The total wastewater flow generated by this project is 9,125
GPD. The anticipated date of the first effluent discharge (certificate of occupancy) from the Flex Buildings — Millhouse
Road development is July 2023.
In addition to this Cover Letter, this submittal package includes the following items:
• Application Fee - A check for $480 made payable to North Carolina Department of Environmental Quality
(NCDEQ)
• Fast Track Sewer System Extension (FTA 04-6) application
• Flow Tracking/Acceptance Form (FTSE 04-16)
• Site Maps:
1 USGS Topographic Map showing entire project area and closest surface water
1 Area Map of existing property
• Corporation documentation for the applicant.
If any additional information is required, please let me know. We are happy to answer any questions and address
comments that may arise during the review process.
Sincerely,
M,CA AMS
1/1
William H. Derks, P.E. Director, Commercial
rt, ce! frig experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5009

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McADA.Ms
The John 8 McAdams Company. Inc
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www mcadamsco.com
MILLHOUSE FLEX
SITE AERIAL MAP
7300 MILLHOUSE RD
CHAPEL HILL, NC
PLAN INFORMATION
PROJECT NO. MPP20010
FILENAME MPP20010-AER
CHECKED BY ACP
DRAWN BY ACP
SCALE 1"=500'
DATE 11.4.2020

8116/22, 2:30 PM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • 0.rder a Document Online • Add Entity to My Email Notification List •
View Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form
Limited Liability Company
Legal Name
Merritt-CP1, LLC
Information
Sosld: 2252075
Status: Current -Active 0
Date Formed: 8/17/2021
Citizenship: Foreign
State of Incorporation: MD
Annual Report Due Date: April 1 5th
CurrentAnnual Report Status:
Registered Agent: Wallace, Clifton Keith
Addresses
Reg Office Reg Mailing Mailing Principal Office
1 TW Alexander Dr Ste 115 1 TW Alexander Dr Ste 115 2066 Lord Baltimore Dr 2066 Lord Baltimore Dr
Durham, NC 27703 Durham, NC 27703 Baltimore, MD 21244 Baltimore, MD 21244
Company Officials
https:llwww.sosnc.govfonline_serviceslsearchIBusiness_Registration_Results 112

8/16/22, 2:30 PM North Carolina Secretary of State Search Results
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Tax Director Manager
Ryan Scott Kaufman Merritt Management Corporation
2066 Lord Baltimore Drive c/o Merritt Properties, LLC 2066 Lord Baltimore Drive
Baltimore MD 21244 Baltimore MD 21244
https://www.sosnc.govlonline_services/search/Business_Registration_Results 2' 2

Date: August 17, 2022
To: Raleigh Regional Office
NC Dept of Environmental Quality
MCADAMS LETTER OF TRANSMITTAL
AUG 17 2022
Raleigh Regional Office
NCDEQ
3800 Barrett Drive
HAND DELIVER
Re: Flex Building — Millhouse Road
Fast Track Sewer System Extension
Raleigh, North Carolina 27609 Job #: MPP-20010
I am sending you the following items:
❑ Drawings
❑ Specifications
❑ Plans
❑ Letter
• Submittal
❑ Prints
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
1
Copy
Fast Track Sewer System Application
1
Check
Application Fee ($480)
1
Copy
Flow Tracking/Acceptance Form
1
Copy
Site Maps
1
Copy
Corporation Documentation for Applicant
1
Copy
Cover Letter
Transmitted as checked below:
❑ For approval
❑ For your use
❑ As requested
Remarks:
® For review + comment
❑ Other
❑ Other
Copy to: Signature:
Harrell / hl
Asst. Project Manager, Commercial
creating experiences through experience One Glenwood Ave, suite 201, Raleigh, NC 27603 / 919. 823. 4300

Thomas, Zachary T
From: Adam Pike <[e-mail]>
Sent: Wednesday, September 14, 2022 10:45 AM
To: Nick Parker; Thomas, Zachary T
Cc: Kurtz, Cassidy; Robinson, Jason; Jessica Godreau; Todd Taylor
Subject: [External] RE: WQ0043261 - Flex Building Millhouse Road (Orange)
Attachments: Millhouse Road NCDEQ Submittal.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Morning,
Per Zach's comments, I revised the permit number, include the Jordan Lake buffer information, and added the project
name for the signature page for the both locations. Hopefully that covers everything. As Nick also said, my apologies for
the oversight.
Let me know if you need anything else.
Thanks!
MCADAMS
Adam Pike PE
senior project manager, commercial
mobile [phone]
[e-mail]
621 Hillsborough Street, Suite 500, Raleigh, NC 27603
www.mcadamsco.com
Join Our Team
0 0 0
*Our Raleigh office has moved! We can't wait to
see you there soon.
From: Nick Parker <[e-mail]>
Sent: Tuesday, September 13, 2022 2:16 PM
To: Thomas, Zachary T <[e-mail]>; Adam Pike <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Robinson, Jason <[e-mail]>; Jessica Godreau
<[e-mail]>; Todd Taylor <[e-mail]>
Subject: RE: WQ0043261 - Flex Building Millhouse Road (Orange)
CAUTION: This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content.
Zach,
Thank you for the review and comments. I apologize for the oversight.
Adam,
1

The downstream sewer was permitted #WQ29204 on 8/24/05 for the Town Ops Center. Please make the corrections to
the app form as noted concerning project name and location and keep me apprised. I'm sure you're aware they're eager
to begin utility work on site. Thanks.
Nicholas L. Parker
OWASA Engineering and Planning
919 537-4201
From: Thomas, Zachary T
Sent: Tuesday, September 13, 2022 1:50 PM
To: Nick Parker; Todd Taylor; [e-mail]
Cc: Kurtz, Cassidy; Robinson, Jason
Subject: WQ0043261 - Flex Building Millhouse Road (Orange)
ICAUTION: This email originated from outside the organization. Do not open links or attachments unless
you verify they are safe.
Good Afternoon,
After a review of the submitted sewer extension application for the Flex Building Millhouse Road project, we have the
following questions:
1. Section V.1. of the application has a receiving sewer permit number of WQ29204-05. Is this potentially a typo
and the permit number should be WQ0029204?
2. Section IX.4 regarding buffered basins is currently answered 'no'. After a review of the location and the maps
provided, it appears that this project is inside of the Jordan Lake buffered area and there appears to be mapped
features depicted on property. Can you please confirm that this project is located in the Jordan Lake buffer area
and that it complies with setbacks found in the river basin rules (15A NCAC 02B .0200)?
3. Section X.2 & X.3 are both containing blanks where the corresponding project name should be indicated. Would
you please complete and submit a revised certifications page (page 5 of the FTA) so that it meets submittal
requirements?
Please let me know if you have any questions.
Thank you,
Zach Thomas
Environmental Program Consultant, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] I Cell: [phone]
[e-mail]
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
fP.T.On
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties.
2