WQ0045535_Application (FTSE)_20240812

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
ll ff 4
Application Number: 1 M4)(PLTS to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: AQua of North Carolina, Inc. (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 Lauren Raup-Plummer, PE per I SA NCAC 02T,0106(b)
Title: Engineering Manager
4. Applicant's mailing address: 202 MacKenan
City: Cary State:NC Zip: 275 I I-
5. Applicant's contact information:
Phone number: [phone] Email Address: LARaupPlummer(i�AguaAmerica.com
II. PROJECT INFORMATION:
I. Project name: Vickers Village Comyact Community
2. Application'Project status: ® Proposed(New Permit) ❑ 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: Chatham
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.816669' Longitude:-79.081897
5. Parcel ID(if applicable): 87093 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Mark P.Ashness License Number: 18894
Firm: CE Group,Inc
Mailing address: 301 Glenwood Ave. Suite 220
City: Raleigh State:NC Zip:27603-
Phone number:(99)367-8790 Email Address: mark(@,cegroupinc.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
I. Facility Name: Vickers Village WWTP Permit Number: WQ0044496
Owner Name: Aqua of North Carolina, Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ0044496 TO BE ROUTED DIRECTLY INTO INFLUENT HEADWORKS AT WWTP
2. Downstream(Receiving)Sewer Information: _inch O Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s): Aqua of North Carolina, Inc.
FORM: FTA 10-23 Pagel of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
® Yes ❑No ❑NrA
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM. DEV)been attached?
[] Yes [:] No ® NA
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.01 15(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 preparationlservice ❑ 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 r factories ❑ Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater : 100°'o Domestic °o Commercial °o 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 I SA NCAC 02T.01 14(f)? ®Yes ❑No
i If yes, provide a copy of(low reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(1)) Daily Design Flow a,b No.of Units Flow
Residential Single-Family 4 Bedroom 240 galiday,unit 164 39,360 GPD
Resdiential Single-Family 3 Bedroom 180 gallday'unit 25 4,500 GPD
gal? GPD
gal! GPD
gal;' GPD
gal! GPD
Total 43,860 GPD
a See 1.5A NCAC 02T .01 14(b), (d),(ek 1) and(p) 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.01 14(c),design flow rates for establishments not identified [in table I5A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 43,860 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

V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
8 5,161 SDR-35 PVC
8 93 CL 350 DIP
➢ 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
VI11. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name-...I
2. Approximate Coordinates(Decimal Degrees): Latitude: 3 .81669" Longitude:-79.081897`'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.04386 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): 238 gallons per minute(GPM)at 48 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
4 415 CL 52 DIP
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.0305th)(1.1
® 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)(I)(C):
❑ Portable power source with manual activation. quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 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[t)&_(R)? ® Yes ❑ No
15A NCAC 02T.0305(f)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
'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 II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 or WS-V), B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
"Any other stream,lake, impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f)or(a),see Section X.I of this application
*15A NCAC 02T.0305(c)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
Y 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 ®NA
Y Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
y No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear ❑ No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑No
y This includes Trout Buffered Streams per I5A NCAC 213,0202
5. Does the project require coverage authorization under a 404 Nationwide'individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
y Please provide the permit numberpermitting 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.0105(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:
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 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 Mark P. Ashness ,attest that this application for Vickers Village Compact Community
(Professional Engmeer's name from Application Item IN I ) (Project Name from Application Item IL 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 versionl. 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, a s ject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC"poQTM0q1
Cq }
North Carolina Professional Engineer's seal,signature,and date: �` '( 0
�` Q` OFES�ip••.� ''
rZ rQ� 24
C., s
P A4�,
!/atnl j....n..-lt-—' sN�...... ...... .........
t �iYt
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1 Lauren Raup-Plummer ,attest that this application for Vickers Village Compact Community
(Signature Authority Name from Application Item 13) (Project Name from Application Item I1.1)
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 kno A ingly 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.
Wby
Signature: EiE
KauP-ptuwtwtt,r Date: 4/30/2024
Engineering Manager
FORM: FTA 10-23 Aqua North Carol i na, Inc. Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR SUN ^ Division of Water Resources
Division of Water Resources ddw Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Aqua North Carolina, Inc.
Project Name for which flow is being requested: Vickers Village Compact Community
More than one FTSE may be required for a single project if the owner of the WWTP is not respousible for all pump
stations along the route of the proposer)wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Vickers Village WWTP
b. WWTP Facility Permit#: WQ0044496
All flows are in MGD
c. WWTP facility's permitted flow 0.045732
d. Estimated obligated flow not yet tributary to the WWTP 0.00
e. WWTP facility's actual avg. flow 0.00
f Total flow for this specific request 0.043860
g. Total actual and obligated flows to the facility 0.043860
h. Percent of permitted flow used 96°o
I1. 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 p0, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is <0.
Downstream Facility Name (Sewer): Vickers Village WWTP
Downstream Permit Number: WQ0044496
Page 1 of 6
FTQR 1 0-1 R

111. Certification Statement:
I Lauren Raup-Plummer 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.
0—ft�
4/30/2024
Signing fflcial Signature Dale
Engineering Manager
Title of Signing Official
Aqua North Carolina, Inc.
Page 2 of 6

VICKERS VILLAGE COMPACT COMMUNITY
UTILITY NARRATIVE
JUN '420,24
Vickers Village is a planned community with a combination of townhome and individual single-
family residential units. There are 164 4-bedroom units and 25 3-bedroom units. The proposed
gravity sewer system will discharge to a proposed duplex pump station with a design flow rate of
0.04386 mgpd operating at 238 gpm at 48 TDH. The proposed pump station will be routed directly
to the influent headworks at WWTP. Wastewater treatment is provided on-site with an extended
aeration facility. Discharge utilizing on-site spray irrigation and wet weather storage permit
#WQ0044496-Vickers Village WWTP.
A flow reduction has been permitted for the facility to allow a minimum flow 1- and 2-bedroom
dwellings at 120 gallons per day and each bedroom above two bedrooms shall increase the volume
by 60 gallons per day.
Residential single-family 4 Bedroom 164 units @ 240 gpd= 39,360 gpd
Residential single-family 3 Bedroom 25 units @ 180 gpd = -4,500 gpd
Total Permitted Flow 43,860 gpd

WATERSHED PROTECTION DEPARTMENT
P.O.Box 548
CHATHAM COUNTY Pittsboro,NC 27312
NORTH CAROL 1 N A Website:chathamcountync.gov
Office:[phone]•E-mail:justin.hasenfus*chathamcountync.gov
Soil Erosion and Sedimentation Control
LETTER OF APPROVAL
February 18,2022
The Vickers Bennett Group,LLC
US 15 501 N
Chapel Hill,NC,27517
Project Name: Vickers Bennett Compact Community
Project Number: WP-22-45
Acres Approved: 1.94
Submitted by: CE Group
Date Received: 2/16/2022
To The Above Named Person(s) and/or Entity,
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable and hereby issue this Letter of Approval.
Erosion and Sedimentation Control Plan: This plan approval shall expire (2) years following the
date on this Letter of Approval,unless a Land-Disturbing Permit has been obtained within that initial
two-year period and remains in effect as provided in G.S. 164.12 (H). Active sites may have the
permit renewed by applying for renewal 30 days prior to expiration.
Section 10 (L) of the Chatham County Sedimentation and Erosion Control Ordinance requires that a
copy of the approved erosion control plan be on file at the job site.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection
of existing natural resources and adjoining properties. If, following the commencement of this
project, the erosion and sedimentation control plan is inadequate to meet the requirements of the
Chatham County Sedimentation and Erosion Control Ordinance,this office may require revisions to
the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with county, state and
federal water quality laws, regulations and rules. In addition, local city or county ordinances or rules
may also apply to this land-disturbing activity. This approval does not supersede any other permit or
approval.
Ins-pections: This letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to ensure compliance with the approved plan.
Section 164.12 (1) of the Chatham County Sedimentation and Erosion Control Ordinance requires
self-inspections and monitoring for all sites receiving a Land Disturbing Permit. These inspections
can be done by the Financially Responsible Party, or an agent thereof.These inspections must occur
at a minimum of once a week and within 24 hours of any rain event of 0.5 inch or greater. Copies of
inspection records and reports must be kept on site and produced to Chatham County upon request.

NPDES General Stormwater Permit NCG010000: Please be aware that your project will be
covered by the new NPDES General Stormwater Permit NCG010000 (Construction Activities).
You must apply and receive the NCG01 Certificate of Coverage electronically at the following
website: https://deq.nc.gov/NCG01. The Electronic Notice of Intent, or "e-NOI form",
link is used to complete this step. After you submit a complete and correct e-NOI form, a
Certificate of Coverage will be emailed to you within three business days. Please direct questions
about the e-NOI form to the Stormwater Program Supervisor of the North Carolina Department of
Environmental Quality's Division of Energy, Mineral, and Land Resources. Contact information is
available on the"Contacts"page of the above-referenced website.
This form MUST be submitted prior to the commencement of any land disturbing activity on the
above named project. If a construction activity that disturbs 1 acre or more (or is part of a
subdivision or other common plan of development) fails to submit an e-NOI after the approval of its
erosion and sedimentation control plan, then the permittee is in violation of federal permitting
requirements and could be subject to penalty assessment.
If you are a homebuilder—you need only obtain (1) Certificate of Coverage per subdivision, which
will serve to cover all of your lots for that subdivision.When completing the e-NOI form, enter only
the subdivision name,and do not list the lot number.
If you are a developer—you will need (1) Certificate of Coverage for each set of approved plans in a
subdivision.
Please also be aware that you are required to provide updated information, in the event
circumstances change regarding your project, to the North Carolina Department of Environmental
Quality's Division of Energy,Mineral,and Land Resources by filing a"Modification Form".This can
be found at htti2s://deq.nc.gov/NCG01.
Land-Disturbing Permit: A Land-Disturbing Permit will be issued by Chatham County only after
the above-referenced Certificate of Coverage is provided to Chatham County. Construction activities
can begin only after the Land Disturbing Permit is issued. Active sites may have the permit renewed
by applying for renewal 30 days prior to expiration. Chatham County's Land-Disturbing Permit must
be posted at the job site once received.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form if
there is any change in the information included on the form. Please notify us when you would like to
schedule a preconstruction conference. Notification shall be given at least 7 days prior to initiation
of activity.
Respectfully,
Justin Hasenfus,CPESC
Watershed Specialist
Chatham County Watershed Protection Department

� o
z
a,
1 —�=�,
' �i
�i
Q
� Q
Q
_ ,�
z �
_U
��,
o �
C� s� '•..
�.
_�
us
�f
�_--
rf
r
1

s
041,
d {t
.a
i
' 1-Ahh
r
ol
i'
• � 'k ;�` id �k�I,i� < rya: r
ki
,t V
VICKERS VILLAGE COMPACT COMMUNITY
CHATHAM COUNTY, NC
CE GROUP AERIAL OVERLAY EXHIBIT NORTH
301 GLENWOOD AVE.SUITE 220 A UGUJ T 2024
RALEIGH,NC 27603 800' 400' 0 800,
PHONE:[phone]
www.cegroupinc.com GRAVITY SEWER MAINS
SANITARY SEWER FORCE MAIN
SCALE: 1 " = 800'

�Y.ULw7 L/1wU11rV-nV T `� V i
O,p
� �1 500 1 LYSTRA.aU
GSIX) J $ O
Ly° Boothe Hill
600
Bennett Mtn � u
1 OAX!BLAND
BRIAR CHAPEL PKINY �
A^
RNpOM R, _ VICKERS\RD
r o�UN A �J� `` �_ V TR
1.o p
JACK BENN£TT RD
� o
1 _yfNLY RD
�N�REIys S�RE RD \n O \
FOSTER LN
.. -.Fearrin on
Q �
M .000
ORRIS RD VILLAGE Wp1
J
SPlNDLEWOOD
KEKTv1E�V
arrin on
+r V�Ilage
4v
VICKERS VILLAGE COMPACT COMMUNITY
CHATHAM COUNTY, NC
CE GROUP USGS OVERLAY EXHIBIT NORTH
301 GLENWOOD AVE.SUITE 220 JUNE 2024
RALEIGH,NC27603 2,000' 1,000' O 2,000'
PHONE:[phone]
www.Cegmupinc com
SCALE: 1" = 2,000'

i Q \
a Soo -
Lij
pQN RQ Vf CKERS, RD
INTERMMSTREAM
1I 00
f ",-�� P ,NIAL STRE
TA
' \\� \ \\✓moo ♦_i�.i �
BEGINPER
1 _ STRE NIAL
—- - _ EPNEM PERENNIA STREA
7 ———— STREAM / / J/
REAM /
O WETLAN
NTERMITTEMSTREAM•.
WWTF 1
/
P /.�/
JACK BENNETTRD
o �4/ STATIO EAM
-- �" 450
yFNLY RD
I
400
f\
VICKERS VILLAGE COMPACT COMMUNITY
CHATHAM COUNTY, NC
CE GROUP USGS OVERLAY EXHIBIT NORTH
301 GLENWOOD AVE.SUITE 220 A UGUJ T 2024
RALEIGH,NC 27603 800' 400' 0 800,
PHONE:[phone]
www.cegroupinc.com > GRAVITY SEWER MAINS
SANITARY SEWER FORCE MAIN SCALE: 1 " — 800'

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-218, SUB 586
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Aqua North Carolina, Inc., )
for a Certificate of Public Convenience and ) ORDER GRANTING
Necessity to Provide Sewer Utility Service ) FRANCHISE AND
in Vickers Village in Chatham County, ) APPROVING RATES
North Carolina )
BY THE COMMISSION: On April 25, 2023, Aqua North Carolina, Inc. (Aqua), filed
an Application for a Certificate of Public Convenience and Necessity and for Approval of
Rates (Application) to provide sewer utility service to Vickers Village subdivision in
Chatham County, North Carolina, in accordance with N.C. Gen. Stat. § 62-110.
On July 25, 2023, the Public Staff filed a letter outlining the deficiencies in the
Application and indicating that the Public Staff considers the Application incomplete.
On July 31, 2023, the Commission issued an Order Finding Application Incomplete
and Request for Additional Information.
On May 16, 2024, Aqua filed additional information in response to the Public Staff's
letter outlining deficiencies.
On May 28, 2024, the Public Staff filed a letter with the Commission indicating that
this docket now includes all the information required for a complete application.
On May 29, 2024, the Commission issued an Order Finding Application Complete
and Requiring the Public Staff to Provide Specific Application Data.
On June 3, 2024, the Public Staff filed the information requested by the
Commission.
On June 4, 2024, the Commission issued an Order Scheduling Hearing and
Establishing Discovery Guidelines.
On June 19, 2024, Aqua filed a revised page 7 of its Application.
On June 26, 2024, Aqua and the Public Staff filed a Joint Motion to Cancel Prefiling
of Testimony and Cancel Hearing.

On July 8, 2024, the Commission issued its Order canceling the requirement for
prefiled testimony and canceling the expert witness hearing.
On July 8, 2024, the Public Staff presented this matter at the Commission's
Regular Staff Conference. The Public Staff recommends that the Commission issue an
order granting the franchise and approving the requested rates.
Based upon the verified Application, and the entire record in this matter, the
Commission makes the following
FINDINGS OF FACT
1. Aqua presently holds water franchises serving approximately 84,000
customers and sewer franchises serving approximately 21,000 customers throughout
North Carolina. Aqua's record of service is satisfactory.
2. Aqua expects to eventually serve 204 sewer customers in Vickers Village.
The service area is shown on plans filed with the Application.
3. The North Carolina Department of Environmental Quality, Division of Water
Resources, issued a permit for Vickers Village with permit No. WQ0044496 dated April
30, 2024.
4. Aqua entered into an Asset Purchase Agreement effective February 21,
2023, with The Vickers Bennett Group, LLC (Developer), under which (1) the Developer
is installing the wastewater treatment facility and collection system and (2) Aqua is
acquiring the collection system and wastewater treatment facility from the Developer at
$5,250 per single-family residential equivalent (SFRE) payable quarterly based upon the
number of SFREs connected during the previous quarter.
5. Aqua has filed all exhibits required with the Application.
6. Aqua has the technical, managerial, and financial capacity to provide sewer
utility service in this franchise location.
7. Aqua proposes to charge Vickers Village its uniform statewide sewer utility
service rates approved for its other franchised service areas.
8. The Public Staff recommends that Aqua be required to post a $25,000 bond
for Vickers Village. Aqua currently has $16,125,000 of bonds posted with the
Commission. Of this amount, $13,145,000 of bond surety is assigned to specific
subdivisions and $2,980,000 of bond surety is unassigned.
2

CONCLUSIONS
Based on the foregoing and the recommendations of the Public Staff, the
Commission concludes that $25,000 of Aqua's unassigned bond surety should be
assigned to Vickers Village, that the sewer utility franchise requested by Aqua in Vickers
Village should be granted, and that the requested rates should be approved.
IT IS, THEREFORE, ORDERED as follows:
1. That $25,000 of Aqua's unassigned bond surety is assigned to Vickers
Village. The remaining unassigned bond surety shall be $2,955,000;
2. That Aqua is granted a certificate of public convenience and necessity to
provide sewer utility service in Vickers Village in Chatham County, North Carolina, and
Appendix A, attached hereto, constitutes the Certificate of Public Convenience and
Necessity;
3. That Aqua's existing Schedule of Rates approved by Commission Order
issued on July 31, 2023, in Docket No. W-218, Sub 573, is approved for sewer utility
service in Vickers Village;
4. That Aqua shall follow applicable state and federal laws and Commission
guidance with respect to income tax gross-up on contributions in aid of construction per
orders issued in Docket No. W-100, Sub 57;
5. That, to the extent not previously filed in the docket, Aqua shall file, within
14 days of their availability, all completed exhibits to the Wastewater Utility System
Agreement including, but not limited to, deeds, easements, warranties, bills of sale, and
written certifications of cost; and
6. That, to the extent not previously filed in the docket, Aqua shall file, within
14 days of their availability, copies of documents showing that Aqua has acquired
ownership or control of all components of the wastewater system and the land on which
it is situated, including, but not limited to, bills of sale and properly recorded deeds and
easements.
ISSUED BY ORDER OF THE COMMISSION.
This the 8th day of July, 2024.
NORTH CAROLINA UTILITIES COMMISSION
Tamika D. Conyers, Deputy Clerk
3

APPENDIX A
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-218, SUB 586
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
AQUA NORTH CAROLINA, INC.
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
in
VICKERS VILLAGE SUBDIVISION
Chatham County, North Carolina,
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 8th day of July, 2024.
NORTH CAROLINA UTILITIES COMMISSION
Tamika D. Conyers, Deputy Clerk

ROY COOPER n
Covemor
ELIZABETH S.BISER
Secretary
RICHARD E.ROGERS,f R. NORTH CAROLINA
Director Environmental Quality
December 2, 2022
Mr. Michael Melton, Engineering Manager
Aqua North Carolina Inc.
202 MacKenan Court
Cary, NC 27511
Subject: Residential Flow Reduction Approval
Vickers Village WWTP Collection System
Town of Chapel Hill
Chatham County
Dear Mr. Melton:
On September 19, 2022, the Division of Water Resources (Division)received a request for an
adjusted daily sewage flow rate (flow reduction) that would apply to all permitted but not yet
tributary residential connections and all future residential connections within Vickers Village
WWTP service area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request, and
based on the data submitted, the Division hereby approves for use by Aqua North Carolina Inc.
an adjusted daily sewage design flow rate with the following conditions:
• The flow reduction is applicable to residential single-family dwellings only.
• The minimum flow for 1- and 2- bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons
per day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to the Vickers Village WWTP collection system.
Future sewer extension applications should be made using the flow reduction amount stated
above. All other aspects of the permitting process remain unchanged, and all applications must
be in compliance with the statutes, rules, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connection(s).
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mad Service Center I Raleigh,North Carolina 27699-16 1 1
'��� 919 707 9000

10
In accordance with 15A NCAC 02T .0114(f), the Division periodically requires reassessment of
wastewater flow data associated with the collection system or the receiving wastewater treatment
plant as applicable to confirm the suitability of the approved flow reduction value. Aqua North
Carolina Inc. shall submit documented, representative data in accordance with 15A NCAC 02T
.0114(f)(1)(A-H) prior to December 31, 2030. Failure to submit the required data by this date
will result in this flow reduction approval letter becoming null and void. Upon review of the
data, the Division shall either reapprove, modify or not ar�pprovaI for the previously
Approved flow reduction value.
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters,
and/or wastewater treatment.
If you have any questions, please contact Charlie Miller, P.E. at [phone] or by email at
Charlie.Miller(a.ncdenr.€o .
Sincerely DocluSipne�dby.
M lira au�, M OK t bt. '6
t'A84531431844FE
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
CC: David Barcal, P.E., MacConnell & Associates, P.C.
(david.barcal,it;macconnellandassoc.com)
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Non-Discharge Branch Permitting Unit (electronic copy)
D_E Q North Carolina Department of Environmental Quality I Division of Water Resources
4:5:f512 North Salisbury Street 1 161 l Mail Service Center I Raleigh,North Carolina 27699-161 1
a' 11-014 919.707 9000

CE GROUP
301 GLENWOOD AVENUE, SUITE,
JUN — 2�24 RALEIGH,NC 27603
Phone:[phone]
E-Mall:lood cearoupinc.com
Transmittal
TO: NCDENR — DWQ DATE 6/4/24
Raleigh Regional Office PROJECT NO: 127_289
3800 Barrett Drive Vickers Village Compact Community
Raleigh, NC 27609 Chatham County, NC
ATTENTION: Permitting
Quantity Drawing No. Description
2 1 copy/1 original Fast Track Sewer System Extension Application
1 Copy Project Narrative
1 Check $600 Application Fee--Check#12252
1 Copy Flow Tracking /Acceptance Form
1 Copy Flow Reduction Approval
1 Copy USGS Overall Area Map
1 Copy Vicinity Location Map
REMARKS Please let us know if you require any additional information.
CC: Mark P. Ashness, PE Group, Inc.
Signed
oe Faulkner, RLA LEED AP
PROVIDINGSITE & INFRASTRUCTURE CONSULTING SERVICES SINCE 1998

8/20/24, 12:56 PM Mail-Pasha,Tanvir-Outlook
[External] FW: Vickers Village Compact Community-Additional Information Reqest
Mark Ashness <[e-mail]>
Fri 8/9/2024 2:46 PM
To:Pasha,Tanvir <[e-mail]>
Cc:Joe Faulkner <[e-mail]>
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.
Tanvir: Sorry, I missed this. We will have the info back to you by Monday afternoon.
thx
Mark Ashness
RE, LEED AP
2V
6�
.
y'`�YERsa�
*--v
CE GROUP
301 Glenwood Avenue,Suite 220
Raleigh,NC 27603
Phone:[phone]
Cell:[phone]
From: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Sent: Friday,August 9, 2024 1:41 PM
To: Raup-Plummer, Lauren A. <[e-mail]>
Cc: Mark Ashness<[e-mail]>
Subject: Re:Vickers Village Compact Community_Additional Information Reqest
As off today, I haven't received any response to my request. Please respond to my questions by Monday,August 12, 2024
EOB.
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]
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMCO4MGIyLTg2ZjEl NGVIMjk4MwAQAlzv760ZBINBi857OeACywY%3D?nativ... 1/3

8/20/24, 12:56 PM Mail-Pasha,Tanvir-Outlook
11w ;NORTH CAROLINA
Department of Environmental Quality
From: Pasha,Tanvir
Sent: Wednesday,July 3, 2024 3:33 PM
To: Raup-Plummer, Lauren A. <LARaupPlummer(cDaquaamerica.com>
Cc: Mark Ashness<mark cegroupinc.com>
Subject:Vickers Village Compact Community—Additional Information Reqest
Hello Lauren and Mark,
After reviewing the Fast Track Sewer System Extension Application for Vickers Village Compact Community, additional
information is required in order to further process the application. Please provide the following information by August
2, 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. FTA Section 1.2 checked 'privately-owned Public Utility, however your application package is missing
CPCN.
2. Your coordinates indicates this location within Jordan Lake Watershed and Jordan lake STORMWATER &
BUFFER RULES APPLY HERE. Your USGS map indicates that a stream is crossing in the property. Please
verify if you answered section IX.4, IX.5, IX.6, IX.7 correctly.
3. Your request includes 5,254 linear feet of 8-inch gravity sewer, a 238-gallon per minute pump station with
duplex pumps, and 415 linear feet of 4-inch force main. Since the USGS map shows a stream crossing
within the site, the division requires a very clear map detailing each of the gravity sewer lines, including
the flow direction, and clearly indicating the locations of the pump station and force main. In addition, no
aerial map was added to the package. 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.
4. Your receiving sewer or WWTP WQ0044496 has a permitted flow of 45,732 GPD. Is that facility already
completed and EC submitted and approved? Note: This request is using 96% of the permitted flow of the
downstream WWTP.
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:
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAlzv760ZBINBi857OeACywY%3D?nativ... 2/3

8/20/24, 12:56 PM Mail-Pasha,Tanvir-Outlook
(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[as
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]
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.
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAlzv760ZBINBi857OeACywY%3D?nativ... 3/3

8/20/24, 12:57 PM Mail-Pasha,Tanvir-Outlook
[External] RE: Vickers Village Compact Community-Additional Information Reqest
Mark Ashness <[e-mail]>
Mon 8/12/2024 1:18 PM
To:Pasha,Tanvir <[e-mail]>
Cc:Joe Faulkner <[e-mail]>;Norris,Andrew <[e-mail]>;'Raup-Plummer, Lauren A.'
<[e-mail]>
4 attachments(6 MB)
Aerail Overlay.pdf;Vickers Village CPCN 07.08.24.pdf; USGS Overlay- Rev.pdf; Letter of Approval.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.
Tanvir:
Please find attached:
1. Updated Aerial and USGS showing actual sewer alignments (all outside buffers / streams)
2. CPCN from Aqua NC
3. Approved Erosion Control Permit
Other responses below highlighted.
Please confirm receipt.
thx
Mark Ashness
RE, LEED AP
\ y rEANS a
N`
CE GROUP
301 Glenwood Avenue,Suite 220
Raleigh,NC 27603
Phone:[phone]
Cell:[phone]
From: Mark Ashness
Sent: Friday,August 9, 2024 2:47 PM
To: 'Pasha,Tanvir' <tanvir.pasha @deq.nc.gov>
Cc:Joe Faulkner<[e-mail]>
Subject: FW:Vickers Village Compact Community_Additional Information Reqest
Tanvir: Sorry, I missed this. We will have the info back to you by Monday afternoon.
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQABN3CCD9P8NJugMkZ3eOjSE%3D?n... 1/4

8/20/24, 12:57 PM Mail-Pasha,Tanvir-Outlook
thx
Mark Ashness
P.E, LEED AP
OF25�'r�rEnsa�
CE GROUP
301 Glenwood Avenue,Suite 220
Raleigh,NC 27603
Phone:[phone]
Cell:[phone]
From: Pasha,Tanvir<[e-mail]>
Sent: Friday,August 9, 2024 1:41 PM
To: Raup-Plummer, Lauren A. <[e-mail]>
Cc: Mark Ashness<[e-mail]>
Subject: Re:Vickers Village Compact Community_Additional Information Reqest
As off today, I haven't received any response to my request. Please respond to my questions by Monday,August 12, 2024
EOB.
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]
11w ;NORTH CAROLINA
Department of Environmental quality Is
From: Pasha,Tanvir
Sent: Wednesday,July 3, 2024 3:33 PM
To: Raup-Plummer, Lauren A. <[e-mail]>
Cc: Mark Ashness<mark cegroupinc.com>
Subject:Vickers Village Compact Community_Additional Information Reqest
Hello Lauren and Mark,
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGlyLTg2ZjEl NGVIMjk4MwAQABN3CCD9P8NJugMkZ3eOjSE%3D?n... 2/4

8/20/24, 12:57 PM Mail-Pasha,Tanvir-Outlook
After reviewing the Fast Track Sewer System Extension Application for Vickers Village Compact Community, additional
information is required in order to further process the application. Please provide the following information by August
2, 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. FTA Section 1.2 checked 'privately-owned Public Utility, however your application package is missing
CPCN. CPCN attached.
2. Your coordinates indicates this location within Jordan Lake Watershed and Jordan lake STORMWATER &
BUFFER RULES APPLY HERE. Your USGS map indicates that a stream is crossing in the property. Please
verify if you answered section IX.4, IX.5, IX.6, IX.7 correctly. Yes no crossing of buffers.
3. Your request includes 5,254 linear feet of 8-inch gravity sewer, a 238-gallon per minute pump station with
duplex pumps, and 415 linear feet of 4-inch force main. Since the USGS map shows a stream crossing
within the site, the division requires a very clear map detailing each of the gravity sewer lines, including
the flow direction, and clearly indicating the locations of the pump station and force main. In addition, no
aerial map was added to the package. 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. Provided
4. Your receiving sewer or WWTP WQ0044496 has a permitted flow of 45,732 GPD. Is that facility already
completed and EC submitted and approved? Note: This request is using 96% of the permitted flow of the
downstream WWTP. Correct this is full buildout of the residential project for which WWTP WQ0044496
was permitted to utilize exclusively. EC approved and construction is pending
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[as
stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section
12.14(a)].
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQABN3CCD9P8NJugMkZ3eOjSE%3D?n... 3/4

8/20/24, 12:57 PM Mail-Pasha,Tanvir-Outlook
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]
D.
NORTH CAROLINA
Department of Environmental Duality
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.
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQABN3CCD9P8NJugMkZ3eOjSE%3D?n... 4/4