WQ0043597_Application (FTSE)_20220623

DWR
Division of Water Resources
NC Dept of Environmental Quality
JUN 2 3 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh Regional Office FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: %v40095(9? (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Carolina Water Service Inc, of NC (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: Travis Dunree per 1 5A NCAC 02T .0106(b)
Title: Vice President. Project Management & Engineering
4. Applicant's mailing address: 130 South Main Street, Suite 800
City: Greenville State: SC Zip: 29601-
5. Applicant's contact information:
Phone number: [phone] Email Address: travis.dupree(corix.com
II. PROJECT INFORMATION:
1. Project name: Winston Pointe South Phase 3B
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: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.7389° Longitude: -78.4632°
5. Parcel ID (if applicable): 1762056136 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Michael Stewart License Number: 22024
Firm: Stewart -Proctor
Mailing address: 319 Chapanoke Road
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston Co. Regional Waste Water Treatment Facility Permit Number: NC 0030716
Owner Name: Johnston Co.
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ0021406
2. Downstream (Receiving) Sewer Information: 12 inch
D Gravity 0 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSD0320
Owner Name(s): Johnston Co.
FORM: FTA 06-21
Page I 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 Ojrerational Mreement (FORM: DEV,) been attached?
El Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOAJ and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑Yes El No ®NIA
4. Origin of wastewater: (check all that apply):
Residential (Individually Owned) 0 Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care 0 Medical / dental ? veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % industrial (See 15A NCAC 02T .0103(20))
If industrial, is there a Pretreatment Program in effect? ® Yes No
6. Has a flow reduction been approved under I5A NCAC 02T .01 14(n? ❑ 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 Lb
No. of Units
Flow
Residentail
360 gal/per lot
92
r
33,120 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
ilMiiMI
Total
33,120 GPD
a See 15A NCAS-42TJ L14(bl, (dlx lft 11 ,n4 ( 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 .01 I4(c), design flow rates for establishments not identified fin table 1$A NCAC 02T.0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 33,120 GPD per I5A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
1f permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line_
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain): _
FORM: FTA 06-21
Paget of 5

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MD4' (t.ravit. Sewer-.):
l . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
4,452
PVC
➢ Section II & Ili 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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MIX Pum Stations/Force Mains,):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: • Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.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)(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(hxl)(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 ofa multiple station power outage.
FORM: FTA 06-21
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 1SA NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in I5A NCAC 02T .0305(0 & (g)?
15A 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
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 11 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
D It noncompliance with 02'F.0305j{) or(g), see Section X.1 of this application
*15A I AC 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 ❑ WA
D 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 requiremnents 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 ❑ 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(eX6) (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 1 5A 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.
D 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: F fA 06-21 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 El 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 rearrest will be issued
concurrently with the approval of the permit. and proiects requiring a variance approval may be subiect 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, hlC 4eL C. _' WkR-7- , attest that this application for /A/,/Sm%, /2...rr{ I4/ ?jl.
(Professional Engineer's name from Application Item III. E.) (Project Name from Application Item II. I)
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. 1 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_ ravit3LSewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump St t s nd F rce Mains f1a est version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes I43-215.6A 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)
.._.....».-tiiiuweryw�
North Carolina Professional Engineer's seal, signature, and date: 0I1 CA0
SEAL
I 22024
t
3. Applicant's Certification per 15A NCAC 02T .0106( ):3J Z
Travis Dupree Winston Pointe Ph 3B
1, ...-_.. , attest that this application for
(Signature Authority Name from Application Item 13) (Project Name from Application Item III)
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 I43-215.6B, 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:
6/13/2022
Date:
FORM: FTA 06-21
Page 5 of 5

Division of Water Resources
NC Dept of Environmental Quality
JUN 26 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Raleigh Regional ()Mow Tracking for Sewer Extension Applications
(FTSE 1048)
Entity Requesting Allocation: Carolina Water Service, Inc of NC
Project Name for which flow is being requested: Winston Pointe South Phase 3B
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: Central Johnston County WWTP
b. WWTP Facility Permit #: nc0030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5 MGD
d. Estimated obligated flow not yet tributary to the WWTP 2.1630
e. WWTP facility's actual avg. flow 5.4020
f. Total flow for this specific request 0.02592
g. Total actual and obligated flows to the facility 7.5906
h. Percent of permitted flow used 79.9
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) (DHB+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Pius
(Name or Permit Capacity, * (Firm / pfl, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Winston 0.432 0.1728 0.05197 0.034800 0.08647 0.08633
Austin
n _a
Josephine
Landfill
�n
0.4435 0.1774 0.05820 0.03690 0.09510 0.08231
3.384 1.3536 0.5950 0.2572 0.85209 0.50151
1.9296 1.6718 0.6718 0.42715 1.09895 0.57289
* 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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Travis Dupree 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.
6/13/2022
Signing Official Signature Date
VP, Project Management and Engineering
Title of Signing Official
Page 2 of 6
FTSE 10-18

•
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Carolina Water Service, Inc of NC
Project Name for which flow is being requested: Winston Pointe South Phase 3B
More than one .FTSE may be required for a single project of' 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 Narne: Central Johnston County WWTP
b. WWTP Facility Permit #: NC0030716
AU flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.391
e. WWTP facility's actual avg. flow 6.741
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.03312
9.3909
74.6 actual, 98.9 w/paper
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***
Winston 21195Mod 0.432 0.1728 0.73823 0.0504 0.1242 0.0486
Austin
D„„,, , 16432Mod 1.0714 0.4285 0.1478 0.1328 0.2807 0.1479
Jospehine 28867m 3,384 1.3536 0.8908 0.3539 1.2447 0.1089
Landfill nn 20340 1.9696 1.6718 1.1128 0.6327 1.7455 (0.0737)
* 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 a 0.
Downstream Facility Name (Sewer); Winston Pointe
Downstream Permit Number: WQ21195Mod
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Fanner, PE 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.
C_
Signing Official Signature
D\ e y- & Writ -i e s
Title of Signing Official
(41A-4114-A
Page 2 of 6
to\ ri \;.
Date
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (FAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The p;oportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
38% % and 0.633 MGD of the Available Capacity (E) in Pump Station
Landfill • ; and that
b. The rate bf activation of this obligated, not yet tributary capacity is currently approximately
0.140 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Landfill Sewage PS and FM is in design or under construction with
planned completion in Fall 2023 ; and/or
d. The following applies:
The Landfill EQ's current flow is 67% of its capacity, leaving 0.560 MGD in unsued
capacity. A project is under construction that will increase the capacity at the Landfill
EQ & Pumping Facility to a firm capcity of 8.75 MGD with 5.1 MG in storage.
That project is expected to be complete before the enough paper flow is converted
to actual flow to reach the capcity of the station.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
C Signing Official Signature CtA.Ann.Q, -
Page 3 of
Date
FTSE 1 0-1 8

STEWART-MUSE
ENGINEERING & SURVEYING
November 1, 2022
Cassidy Kurtz
Engineer
Raleigh Regional Office
Water Quality Regional Operations
NC DEQ / Division of Water Resources
Winston Pointe South 3B - Project Narrative
Cassidy,
This is the final phase of the Winston Pointe South Subdivision.
It composed of 92 lots and approximately 4500 If of 8" sewerline.
All flows are gravity fed into a system that goes to a Lift Station serving the Master
community.
Winston Pointe is a Master Planned community where Carolina Water Service is the
provider of the utilities for the community. Carolina Water has an agreement where
the are supplied from Johnston County. This has been in place since the late
1990's.
Should you need further information please let us know.
Sincerely,
//;/1
Michael Stewart, P.E.
STEWART - PROCTOR, PLLC
319 CHAPANOKE ROAD, SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]

NC Dept of Environmental Qualit)
JUN 2 3 2022
Winston Pointe South Phase 3B Cover Letter
The purpose of this application submittal is to permit sewer for 92 lots for
Winston Pointe South Phase 3B subdivision. This is a continuation of an
existing subdivision with a WWTF in place.
Items included in application package:
1. FTA 06-21 Fast Track Sewer System Extension Application
2. Check $480.00
3. FTSE 10-18 Flow Tracking/Acceptance for Sewer Application
4. Recent permit approval
5. 8.5"xl 1" USGS colored copy
6. Site plan map.
7. WSCAS 08-13
8. Certificate of Public Convenience and Necessity
Raleigh Regional Office

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NORTH CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
December 7, 2022
Mr. Zachary Payne
Carolina Water Service, Inc. of North Carolina
500 W Monroe Street STE 3600
Chicago, Illinois 60661
RE: Carolina Water Service, Inc. of North Carolina
Docket No. W-354, Sub 413
Notification of Intention to Begin Operations in Area Contiguous to
Present Service Area — Winston Pointe Phase 3B, Johnston County
To Whom It May Concern:
The North Carolina Utilities Commission has received a Notification of
Intention to Begin Operations in Area Contiguous to Present Service Area filed by
Carolina Water Service, Inc. of North Carolina (CWSNC), to provide water and
wastewater utility service in the Winston Pointe Phase 3B, an area contiguous to
the Winston Pointe Subdivision. The Public Staff anticipates that upon completion
of its review and investigation of the submitted notification and issuance of the
requisite permits by the North Carolina Department of Environmental Quality, the
Commission will recognize this contiguous extension and issue to CWSNC a
Certificate of Public Convenience and Necessity for Winston Pointe Phase 3B in
Johnston County.
Please feel free to call if you have any questions or if I can be of further
assistance.
Sincerely,
Electronically submitted
/s/Evan Houser
Engineer
Public Staff — Water Division
North Carolina Utilities
Commission
cc: Chief Clerk
Freda Hilburn
Executive Director Accounting Consumer Services Economic Research
[phone] [phone] [phone] [phone]
Energy Legal Transportation WaterfTelephone
[phone] [phone] [phone] [phone]
4326 Mail Service Center • Raleigh, North Carolina 27699-4300 • Fax [phone]
An Equal Opportunity / Affirmative Action Employer

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACIIIVVIENT
FOR SEWER SYSTEMS
NC Dept of Environmental Quality
JUN 26 21f'
Applicant Name
Protect Name
Carolina Water Service, Inc of NC
W nston Pointe South Phase 30
Professional Engineer Name
Engineering Firm Name
Michael L, Stewart
Stewart -Proctor Engineering and Surveying
Location
ID
Name of Waterbody1
County
River
Basin
Waterbody
Stream Index No.
Waterbody
Classification
1
White Oak
Johnston
Neuse
27-52-5-2
C;NSW
1 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's
instructions for classifying waterboodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
FORM: WSCAS 08-13
Page 1 of 1

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-354, SUB 305
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Notification of Intent by Carolina Water Service, Inc. of
North Carolina, Post Office Box 240908, Charlotte,
North Carolina 213224, to Begin Operations in an Area
Contiguous to Present Service Area Providing Water
and Sewer Utility Service in Winston Pointe
Subdivision, Phase 1 B, in Johnston County, North
Carolina, and for Approval of Rates
ORDER
RECOGNIZING
CONTIGUOUS
EXTENSION AND
APPROVING RATES
BY THE COMMISSION: On January 24, 2007, Carolina Water Service, Inc of
North Carolina (CWS or Applicant), filed an application notifying the Commission of its
intent to begin operations in an area contiguous to a present service area and for
approval of rates. The Applicant desires to expand water and sewer utility service into
Winston Pointe Subdivision, Phase 1 B, which is contiguous to the Applicant's existing
Winston Pointe Subdivision, Phase 1 A, service area in Johnston County, North
Carolina. The Applicant's proposed rates are the same as currently approved in its
other franchised service areas. On July 21, 2009, the Applicant filed a revised
notification and exhibits replacing its January 24, 2007, and June 30, 2009, filings. The
Applicant states that it is presently serving 44 customers and that no other person or
utility seeks to provide the service proposed. The Applicant expects eventually to serve
119 residential customers in Winston Pointe Subdivision, Phase 1 B.
On the basis of the verified notification and the records of the Commission, the
Commission makes the following
FINDINGS OF FACT
1. CWS holds approximately 81 water and 38 sewer utility franchises in
North Carolina, serving approximately 20,820 water and 14,510 sewer customers
CWS's record of service is satisfactory.
2. The service area covered is the area shown on the plans attached to the
application as Exhibit 7. CWS states that it is already serving 44 customers in Winston
Pointe Subdivision, Phase 1 B. CWS expects to eventually serve 119 residential
customers in this subdivision.

3. The Public Staff has recommended that CWS be required to post a
$20,000 bond for Winston Pointe Subdivision, Phase 1 B. CWS currently has
$1,550,000 of bonds posted with the Commission. Of this amount, $1,435,000 of bond
surety is assigned to specific subdivisions and $115,000 of bond surety is unassigned.
4. CWS has the technical, managerial, and financial capacity to provide
water and sewer utility service in this contiguous extension.
5. The Applicant has filed all exhibits required with the notification.
6. The NC Division of Environmental Health has issued a plan approval letter
in Winston Pointe Subdivision, Phase 1 B, for 8-inch, 6-inch, and 4-inch water mains to
connect to the Winston Pointe Subdivision, Phase 1A, service area water system. The
plans are approved under serial number 07-00113, dated February 22, 2007.
7. The NC Division of Water Quality has issued plan approval letters in
Winston Pointe Subdivision, Phase 1 B, for 8-inch gravity mains that will tie into the
existing sewer collection system of the Winston Pointe Subdivision, Phase 1A, service
area. The plans are approved under Permit Nos. WQ0031158 and WQ0031298, both
dated February 8, 2007. The sewer system is approved for 119 connections (45 74
connections).
8. CWS has entered into a Water & Sewer System Service Agreement with
the developers, Solaris Development Corporation, d/b/a Sunstar Homes, and Develco,
LLC, dated April 15, 1996. This Agreement was amended on April 15, 1996,
March 16, 1998, and December 13, 2000. On August 21, 2002, in Docket No. W-354,
Sub 160, the Public Staff and CWSNC filed a joint stipulation agreeing to a water
connection fee of $500 and a sewer connection fee of $2,000 that applies to all
customers in Winston Pointe Subdivision, Phase 1A, and future phases of Winston
Pointe Subdivision.
Based upon the foregoing, the Commission is of the opinion that $20,000 of the
Applicant's unassigned bond surety should be assigned to Winston Pointe Subdivision,
Phase 1 B; that the notification to provide water and sewer utility service in Winston
Pointe Subdivision, Phase 1 B, meets the criteria for contiguous expansion; and that the
requested rates should be approved.
IT IS, THEREFORE, ORDERED as follows:
1. That $20,000 of the $115,000 unassigned bond surety shall be assigned
to Winston Pointe Subdivision, Phase 1 B. The remaining unassigned bond surety shall
be $95,000_
2

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-354, SUB 305
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
CAROLINA WATER SERVICE. INC. OF NORTH CAROLINA
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide water and sewer utility service
in
WINSTON POINTE SUDIVISION, PHASE 1 B
Johnston 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 13th day of August , 2009.
NORTH CAROLINA UTILITIES COMMISSION
maw
Gail L. Mount, Deputy Clerk

2. That the contiguous extension of water and sewer utility service from the
Winston Pointe Subdivision, Phase 1 A, water and sewer system into Winston Pointe
Subdivision, Phase 1 B, in Johnston County, North Carolina, is recognized as meeting
the Commission's criteria for such extensions. The service area covered by the
extension is the area shown on the plans attached as Exhibit 7 to the notification form
filed in this docket.
3. That Appendix A constitutes the Certificate of Public Convenience and
Necessity.
4. That the Schedule of Rates (see Docket No. W-354, Sub 314) is approved
for the Applicant in Winston Pointe Subdivision, Phase 1 B. These rates are the same
as those approved by the Commission in the Applicant's other service areas.
ISSUED BY ORDER OF THE COMMISSION.
This the 13t day of August, 2009.
NORTH CAROLINA UTILITIES COMMISSION
eAaiL L . m,w*
ra0B1009.02 Gail L. Mount, Deputy Clerk
3