WQ0044055_Return Application_20230615

DocuSign Envelope ID: 4070BABA-15A3-4CED-A8D6-42C7lA2CBD2A
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
June 14, 2023
Travis Dupree, VP Project Management and Engineering
Carolina Water Service
5821 Fairview Road, Suite 400
Charlotte, NC 28209
Subject: Fast Track Sewer Extension Permit Application Return
Carolina Water Service Inc. of NC
Winston Pointe PH3 CDEFG Permit Number WQ0044055
Johnston County
Dear Mr. Dupree:
This letter is in reference to your permit application for the construction and operation of the subject
wastewater collection system extension. The application submitted is not complete. Specifically, a
Certificate of Public Convenience and Necessity has not been submitted (nor has a letter from the NC
Utilities Commission stating an application has been received), as requested via email from staff with the
Division of Water Resources on February 13 and March 2, 2023. The Division understands that this
information may be delayed. Therefore, your application is deemed incomplete and is being returned in
accordance with North Carolina General Statute §143-215.1.
Additional items are also missing from the application (or may need to be updated) as specified below:
1) Please provide a copy of the signature delegation and ensure that all information in Part I of the
application is updated and complete.
2) Part V, Item 3 must be completed.
3) As stated previously, Part VI, Item 1 regarding a Certificate of Public Convenience and Necessity (or
application letter) must be checked and completed. Items 2 and 3 must also be completed (and N/A
indicated where applicable).
4) Part VI, Item 6, should be verified and completed.
5) The Flow Tracking for Sewer Extension Applications (FTSE 10-18) may need to be updated prior to
resubmittal. Please note that Johnston County is over capacity on downstream pump stations (on paper)
and submitted an addendum to the Flow Tracking Sheet.
North Carohna Depanasmt afEaviramuntal Quality I DiLnwn oM aterManrce9
Rrleigh Regional Office I 3 S00 Barrett Drive I Raleigh. North Caraliaa 2'409
919.791A200

DocuSign Envelope ID: 4070BABA-15A3-4CED-A8D6-42C71A2CBD2A
Carolina Water Service of NC, Inc.
Winston Pointe PH3 CDEFG
Permit No. WQ0044055
6) Provide a sewer flow diagram (preferably overlaid on a topographical map) indicating major proposed
components.
The instructions and checklist associated with the fast track sewer system extension application will clarify
what exactly is needed with the application.
Please be advised that construction and/or operation of wastewater collection system without a valid
permit or uncertified is a violation of North Carolina General Statute §143-215.1 and may subject the
owner/operator to appropriate enforcement actions in accordance with North Carolina General Statute
§143-215.6A-6C. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure
a permit required by North Carolina General Statute §143-215.1.
When you have obtained the requested information that is needed to make your application package
complete, return it with a new fee for review. If you have any questions or comments concerning this
matter, please contact Susan Wilson via e-mail at [e-mail].
Sincerely,
EDocuSigned by:
V41ALSSA, f. haln,tnt,l,
K4F04E E A1
Vanessa anuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: [e-mail]
[e-mail]
[e-mail]
[e-mail]
Raleigh Regional Office Files
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 11628 Mail Service Center, Raleigh, NC 27699-1628
Physical Address: 3800 Barrett Drive, Raleigh, NC 27609 919-791-4200

State of North Carolina
DEC 1 9`� Department of Environmental Quality
DWR l Office Division of Water Resources
Rg1ESg11 Reg1QRaFAAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W DO y 40to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Carolina Water Service (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: _ /'� yid r P � r . _ per 15A NCAC 02T.0 106f b1
Title: v f � fnf [� Lll .i.ciL1 Lim 6.e+tf Grit} 1 A6Lr8*44
4. Applicant's mailing address: 5821 Fairview Rd., Suite 401
City: Charlotte State: NC Zip: 28209-
5. Applicant's contact information:
Phone number: 704) 340-5722 Email Address: Michael.thomas(&corix.com
II. PROJECT INFORMATION:
1. Project name: Winston Pointe PH3 CDEFG
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: 35.643661 V Longitude:-78.50773�
5. Parcel ID (if applicable): 164800-77-1807 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Payne License Number: 30046
Firm: Strong Rock Engineering Group, PLLC
Mailing address: 6801 Falls of Neuse, Suite 108
City: Raleigh State: NC Zip: 27615-
Phone number: 919 6k%-4000 Email Address: [e-mail]
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County WWTP Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0021195mod
2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity I ' Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ❑ 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 H'1A;'POA Operational Agreement (FORM: RQAJ 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 preparation.'service ❑ Hotel and/or Motels
❑ School / preschool 1 day care ❑ Medical I dental l veterinary facilities ❑ Swimming Pool.. -'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooFFilter Backwash
❑ Businesses/ offices..' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic _ _ % Commercial % Industrial See 15A NCAC. 02T ,0103(201}
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
5. Has a flow reduction been approved under 15A NCAC 02T .0114,ti1)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction aporoval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',b
No. of Units
Flow
Single Family Dwelling (3 beds)
120 gal/day/bed
334
120,240 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
GPD
a See 15A NCAC 02T _01 14 bJ (d). (e)(1) and (e)(2} for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I SA_ NCAC 02T.01.14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 120.240 GPD (per 15A NCAC 02T .0114)
➢ 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 06-21 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
8"
19,873
FVC
12
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
Vill. 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: N.--'A
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.OlC.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) .
6. Power reliability in accordance with 1.5A NC'AC.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 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & 115A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305tf1 & (0? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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
➢ If noncompliance with 02T.0305(f) or fel. see Section X.I of this application
*15A - NAC 02'1 V.Q5Jg) contains alternatives where separations in 02T.0305(f} cannot be achieved. Please check "yes"
aboveif these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC: Surface Water Classifications wdWge
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 ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 028.0200? ® 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 numberipermitting status in the cover letter if coveragelauthorization is required.
6. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(cX66 , 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.).
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 I5A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (Ia1qsq_vq!jjgDJ and the GravitX Sewer Minimum Design Criteria.(Iatest version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance:'Altemative 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 Engineers Certification:
1, _Matthew Payne, PE , attest that this application for Winston Pointe 3C. 3D, 3E, 3F. 3G
(Profcssional Enginecr's namc from Application Itcm I11,1.) (Projcct Name from Application Item I 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 tlatest version, and the Minimum Desi n Criteria for the Fast -Track Perrnittin�
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 sea] signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143.215.6A and 143.215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
N CARo''''•,
=QP�FSSIp�
;Q
SEAL
030046 i
if i;'A0 , „'�
3. Applicant's Certification per 15A NCAC 02T .0106(b): r
I, , I J
,( __. , attest that this application for _Winston Pointe 3C, 3D, 3E, 3F, 3G
(Signature Authority Name f Application Item 1.3_) (Project Name from Application Item 11.1)
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. 1 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: -- Date. —J2 l�tZ J 2 Z
FORM: FTA 06-21 Page 5 of 5

cv uept o, vnvtronmentxl kjuu.
DEC 19 "''� State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division fir Watei lte.otoa - 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 3C, 3D, 3E, 3F, 3G
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastewater flow.
1. 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 4: NCO030716
All 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 0,120240
g. Total actual and obligated flows to the facility 9.1321
h. Percent of permitted flow used 71 % actual, 96.1 % 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 / p0, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Winston 21195Mod 0.432 0.1728 0.7382 0.2038 0.2776 (0.1048)
Austin Dr„n J y 1432Mod 1.0714 0.4285 0.1478 0.2862 0.4341 (0.0055)
Jospehine 28867m 3.384 1.3536 0.8908 0.5242 1.4145 (0.06135)
Landfill 20340 1.9696 1.6718 1.1128 0. 1.9158 (0.2439)
1c n
* 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): Winston Pointe
Downstream Permit Number: W}0021195Mod
Page 1 of 6
r-rVV 1!1 I

III. Certification Statement:
I Chandra C. Farmer, 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 tie 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 11 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.
Signing Official Signatu e Date
AA&
Title of Signing Official
Page 2 of 6
FTCF I (1_1 R

PLANNING ASSESSMENT ADDENDUM (PAA)
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 pfroportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
118% % and 0.203 MGD of the Available Capacity (E) in Pump Station
Winston Pointe ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.050 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
_Winston Pointe W WPS Upgrade is in design or under construction with
planned completion in Fall 2023 ; and/or
d. The following applies:
A modifciation to permit W0021195 for the Winston Pointe WWPS has been
approved and the porject is underconstruction.
Equalization (0.45 MG) will be added to the facility and the pumping rate increased to
5000No flow can be accpeted from this project until the improvements at the Winston Pointe T
WWPS are in operation.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant Iikelihood 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.
Signing Official Signature
Page 3 of 6
T--rc-r . A , ^

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is r:
0.
Pump Station (Name or Number):
Given that:
a. The pToportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
39 - % and 0.528 MGD of the Available Capacity (E) in Pump Station
Josephine ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.2 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Annandale Phase 2-3 _ _ is in design or under construction with
planned completion in early 2023 ; and/or
d. The following applies:
Annandale Phase 2-3 will divert flow from the Heritage Farm WWPS allowing the station
to be adandoned. Flow that now reaches the Jose hine WWPS W 0028867mod
will be diverted to the Remmington WWPS (W0039590 via gravity. This will reduce
the actual flow load to the Josephine WWPS by an average daily flow of 0.0155 MGD
and the paper flow by 0.0109 MGD. A second project under design will also divert flow
from the Cleveland K-5 W0017118 to the Remmington Station. This will reduce
the actual flow load to the Josephine WWPS b+ an additional 0.0204 MGD in ADF.
A third project to divert flow from the Austin Pond 1 WWPS (W0016432mod) to the
Town of Clayton is under design. This will allow the County to send up to 0.6 MGD of
flow the Town of Cla)ton. This will immediately send 0.0738 MGD of actual flow and
0.204 MGD of paper flow to the Town and out of the Swift Creek and Josephine WWPSs.
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.
Signing Official Signature ( Date
Page 3 of 6
�c•rr� i n y o

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
49 - % and 0.8134 MGD of the Available Capacity (E) in Pump Station
Landfill E ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.3 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Landfill Sewage Pump Station and FM is in design or under construction with
planned completion in late 2023 ; and/or
d. The following applies:
A project is permitted as a modfication to WQ0020340 that will greatly expand the pumpin
and stora,e capacity of this facility. That project is underconstruction and is expected to
be comelete well before the amount of paper flow converted to actual flow reaches
the current capacity of the station. Ld Alt? QL t—
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.
Official Signature
Date
Page 3 of 6
VTQV In 1Q

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP_ Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributa to the WWTP MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* l00]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTCF i fl-1 R

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B--C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Vall2X Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section 11 where available capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended sco a and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015: „Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated._not yet tributary flows in amounts
that exceed the firm 12ump station capacities identified in Section 11 above.
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.
Page 6 of 6
r'rc c In 1 Q

alY I 1�1 n, - wl, -,,
NOR TH•CAROL INA I�_
f
loop T,uu;�
��rl Llp
nwrr �f��
0.
11
4

�� h� ''•4i 5�.r � �♦ r�f�'6f+" �''L {� 11'r14.. �o x. � -�� _ _ � #-'.�•:�=}t+'�.� �,y - �?"'�� +# w�—x T5
irfr� i•�Y� ?5 4f4 .r�'I��rixi�'��E"�tu'�.• S �r �.. �.,N .-*4. ��` .�h,��l'��.'i t{' r�y
w ti'
.
-}�3Y^?,Y^`' I
f' Mi 'x� `� j •+'_;?'� .X .�-�x'F''Ir.�' .J. 'E.r
41
yr'��
F
y1,
".@ _~ x4., 9 +\•' :� >k -t„G�l M1 *. rF e+ir�y
='ram. '+j,�'- }R,,•..V- ,r� ~� '"r�l6}�q,Ax
..
41
ek
stir ... :.s.�:. lff •.t kC ; 1 Y _ i*y
r. P
* j . '4� �� �. .,._v b .. µtip- f�' •��1� Sil::!;:�
365'. r�4f

STRONGROCK
E N G I N E E FI I N G G R D U P
TRANSMITTAL FORM
TO: NCDEQ —Division of Water Resources
Raleigh Regiona, Office
3800 Barrett Drive
Raleigh, NC 27609
SUBJECT: Winston Pointe — Fast Track Sewer Extension Application
We are sending you the following items:
COPIES
ITEM
2
Application
FTA 06-21
1
Flow Tracking Application
FTSE 10-18 (from John
1
Narrative
Transmittal form with
1
Fee
Application Fee $480.0
1
Site Maps
Aerial, JoCo GIS, USGS
STRONGROCK ENGINEERING GROUP, PLLC
P.O. Box 99552
Raleigh, NC 27624
Company License # P-2166
NC Dept of Environmental Quality
DEC 19 'Af Z
Raleigh Regional Office
DATE: December 14, 2022
SENT BY: Matthew Payne
DESCRIPTION
ton County)
)roject description.
a Payable to NCDEQ
ropo (2 Quads with Project Outline)
These are transmitted as checked below:
For Information Approved as Noted — Revise and Resubmit
W As Requested Not Approved — Revise and Resubmit
For Review and Comments For Record and File
For Revision Submittal
X For Approval _ For Recording
Approved For Signature, then return to. -
Narrative:
Winston Point Phase 3CDEFG, Project Number 2021-154-SDM is located in Clayton, Johnston County. The property is
197.74 acres and will be subdivided into 334 single family dwellings. The project will be served by a gravity sewer system
owned and maintained by Carolina Water Service, Inc. of North Carolina. The system is primarily 8" PVC (19,873 LF) and
has a generated flow of 120,240 gallons per day (120 gal/day/bed x 334 units x 3 beds). The project is intended to outfali
to the Winston Pointe pump station and then convey to the Central Johnston County WWTP (#NC0030716). Johnston
County staff have completed the FTSE 10-18 forms that have been provided with this application. The connections to the
Johnston County sewer system and sewer capacities have been reviewed and approved by Carolina Water Service and
Johnston County. Please inform our team if you require any supplemental copies of plans, calculations, or other
information necessary for the full approval of this sewer extension application. Thank you for your consideration.
BUILD ON THE ROCK