WQ0045534_Application (FTSE)_20240808

NC Department of Environmental Quality
State of North Carolina
June 04 2024 Department of Environmental Quality
DWR Raleigh Regional Office Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: WQ0045534 (to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION: Additional Info Rec. July 22, 2024 and August 8, 2024
1. Applicant's name: Town of Clayton(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:Joshua Baird,PE per 15A NCAC 02T.0106(b)
Title: Director of En ing eering
4. Applicant's mailing address: I I I E. Second Street
City: Clayton State:NC Zip: 27520-
5. Applicant's contact information:
Phone number: [phone] Email Address:jbairdktownofcIWonnc.org
II. PROJECT INFORMATION:
1. Project name:Academy Pointe,Phase 10
2. Application/Project status: ® Proposed(New Permit) ❑Existing Permit/Project ❑ARPA funded
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:Johnston
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.658791° Longitude:-78.453455'
5. Parcel ID(if applicable): 05HO220OZ(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
l. Professional Engineer:Riyad BaroudiLicense Number: 049484
Firm: Stewart
Mailing address: 101 N Tryon Sreet, STE 1400
City: Charlotte State:NC Zip: 28202-
Phone number: [phone] Email Address:rbaroudiastewartinc.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Sam's Branch WWTP(Formerly Little Creek WWTP) Permit Number:�r�n��n�
Owner Name: Town of Clayton NCO025453
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ0041883
2. Downstream(Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00110
Owner Name(s): Town of Clayton
FORM: FTA 10-23 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) ❑ Car Wash
® Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑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,b No.of Units Flow
Residential Dwelling Units 2x75GP 150 gal/day 33 4950 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 4950 GPD
a See 15A NCAC 02T .0114(b))(d), L,(1) and(e)(2) for caveats to wastewater design flow rates (i.e.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.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
4,950
8. Wastewater generated by project: GPD(per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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 10-23 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
8 221 pvc
➢ Section II&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 sewer(s)
➢ 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 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: 0Longitude:- °
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)(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 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 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(fl&(g)? ®Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
zWater mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
zWater 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 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( or(g),see Section X.1 of this application
*15A NCAC 02T.0305(g)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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.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 ❑No ❑N/A
➢ 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:Neuse River ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A 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,stormwater 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 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 10-23 Page 4 of 5

X. CERTIFICATIONS:
I. 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 Desien 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 Ionizer
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:
I,Z4#o R hown>I attest that this application for &^A1>S" Pe1,.1-M4 PHASE 10
(Professional Engineer's name from Application Item W.I.) (Project Name Wom 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 version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any 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: \�N�J l(i l l J//��
0494
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, Joshua Baird ,attest that this application for Academy Pointe, Phase 10
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item H.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. 1,4 /4 Date: 7/22/2024
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Dlvlsion of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: Academy Pointe, Phase 10
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: Sam's Branch WRF (Formerly Little Creek WWTP)
b. WWTP Facility Permit#: AT!'�^2VG�7024-5-34 NCO025453
All flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 +JoCo 1.4 +
Raleigh 1.75 = 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.9265
e. WWTP facility's actual avg. flow 3.488
f. Total flow for this specific request 0.00495
g. Total actual and obligated flows to the facility 4.41945
h. Percent of permitted flow used 78.2%
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 Approx. Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Clayton- WQ0021392 2.52 1.00 0.4150 0.4687 0.8837 0.1243
*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): Academy Point Phases 1-2 & 5-9
Page 1 of 9
FTSE 10-23

Downstream Permit Number: WQ0041883
III. Certification Statement:
I Joshua Baird 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 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.
1,4 4�/
7/22/2024
Signing Official Signature Date
Engineering Director
Title of Signing Official
Page 2 of 9
FTSE 10-23

00149
STEWART Academy Pointe,Phase 10
Town of Clayton, Johnston County,North Carolina
The referenced site is located O'neil Street in the Town of Clayton NC between its
intersection with Rosemary Street and W Wilson Street. The proposed 221 linear
feet of 8"PVC sanitary sewer extension is to be built to serve an apartment
building community of 33 units. Three sanitary sewer services and two sewer
manholes are proposed for this project. Below is a table estimating the flows for
this system at the ultimate build-out. The following flow rates have been
determined the allocation that has been approved for the Town of Clayton:
TOTAL
PHASE USE # UNIT G/D/SF FLOW
al/u/d al/da
10 Apartment Complex 33 Dwelling Zan 742-0
Sub Total 7,920 gal/day
This is wrong.
The flows generated from phase 10.
150 GPD x 33 units = 4,950 GPD requested via application
Consultant confirmed this update over phone call on August 8, 2024
He already provided the updated FTA 10-23
STRONGER BY DESIGN
101 WEST MAIN ST. T 919.380.8750
DURHAM,NC 27701 F 919.380.8752

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Transmittal
Date: 6/4/2024 Project Number: Not Assigned
Subject: Fast Track Sewer Permit -Academy Pointe Phase 10 -Clayton NC
To: NC Dept. of Environmental Quality (NCDEQ)
Division of Water Resources - Raleigh Regional Office
A-TTN:Tanvit Pasha, Envi_co-nmental Engineer
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Transmittal Type:
❑ U.S. Mail ❑ FedEx Via Courier ❑ Other:
We are sending you:
Copies Date Description
1 6/4/2024 $600 Sewer Permit Fee
These are transmitted as checked below:
❑ For signature ❑ Approved as submitted ❑ Resubmit
�As requested ❑ Approved as noted ❑ Submit
❑ For review and ❑ Returned for corrections ❑ Return
comment
Copy to: Signed
�av= okn�
�1q -- �0� - 3���

[External] Academy Pointe, Phase 10 - Sewer Extension Permitting - 2nd Submittal
Riyad Baroudi <[e-mail]>
Mon 7/22/2024 3:09 PM
To:Pasha, Tanvir <[e-mail]>;Chris Rowland <[e-mail]>;Joshua Baird
<[e-mail]>
8 5 attachments (4 MB)
FTA 10-23 1.pdf, FTSE 10-23_0.pdf; Sanitary Sewer Permit Narrative.pdf; USGS QUADRANGLE.pdf; Vicinity Map.pdf;
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Hey Tanvir,
I hope you have been well. Please see attached resubmittal documents. I have listed my comment
responses below:
Hello Joshua and Riyad,
After reviewing the Fast Track Sewer System Extension Application for Academy Point, Phase 10,additional
information is required in order to further process the application. Please provide the following information
by 07/19/2024, and note that the requested information must be submitted within 30 days of this request,
or the applicant will be required to submit a new application and application fee in accordance with 15A
NCAC 02T .0107.
1. Is this an ARPA funded project? If so,_please include the DWI assigned ARPA project number in your
response.
No.
2. Section 11.1, X.2, and X.3 of the FTA, as well as the FTSE project name and downstream facility name,
indicate 'point'. Your large USGS quad map also lists the project name as 'Academy Point, Phase 10'.
However, in the letter of transmittal, it is written as 'pointe' and 'point'. The Town of Clayton's
wastewater allocation request mentions the project name as 'Academy Pointe Ph 10', and your
construction release map states 'Academy Pointe Phase 10'. Please ensure consistency in the name
across all documents and resubmit electronically. Note: the division does not require construction
drawings unless mandated by MDC and 15A NCAC 02T.
All project names have been corrected to include the correct spelling "Pointe".
3. Section 11.4 of the FTA coordinates states that the project is within Neuse River Basin; however, section
IX.4 was checked 'no'. Please provide the correct answer. Neuse River was provided in section IX.4 with
the yes box checked.
4. Section IV of the FTA, Permit Number NCO024533 does not exist. Please provide the correct WWTF on
the FTA and FTSE. Note that FTSE 10-23 is currently available and the most recent flow tracking

form. @Chris Rowland @Joshua Baird have informed me that NCO024533 does infact exist and was
formerly known as Little Creek WWTP, maybe that is where the confusion lies.
5. 'Wastewater Allocation Request' form was signed by Tim Summerville (JJARR, LLC); however, the
approval form (page 4 of 6) missing Town Manager's/ Council's signature. Was this allocation
approved? If so, please submit the approved letter. In addition, ass this flow allocation is different from
the Session Law "Section 18.1.(e) of SL 2023-137, 75 GPD/BR rate shall apply to all applicable non-
discharge permits issued on or after November 1, 2023", section V1.6 of the FTA should checked 'yes'.
This box has been checked yes. Town of Clayton has accepted our design and construction documents.
Allocation has been received, the formal request can be obtained from Town of Clayton if necessary.
6. This application is missing a clear USGS topo map and an aerial map. According to Section F of the
Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map
should be included with the application. The maps need to clearly identify the project area, including
the closest surface waters, general location of the gravity sewer, pumpstations, and force mains, and
the downstream connection points for the receiving sewer. Please provide the required maps according
to the application requirements. Maps have been modified to be a larger scale for clarity.
7. Although you checked section IX.7 as 'no', without an aerial and a clear USGS map, the division was
unable to determine if there were any aerial crossing/high priority sewer lines proposed for this
project. Maps have been modified to be a larger scale for clarity.
8. Your narrative is inadequate. Please provide a more descriptive narrative with the requested flow and
associated infrastructure. Size, length and material has been added to the narrative.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised
how the application or accompanying supporting information may be modified to make it complete.
The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new
application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3,
2023 has stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater
Fees, Section 12.14(a)].

Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources— Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
ec�.��D E
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by
an authorized state official.
Riyad Baroudi, PE
Project Manager
Civil Engineering
STEWART
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Direct 704.909.3543
Office 704.334.7925
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