WQ0042536_Application (FTSE)_20210518

State of North Caro :.,a
Department of Environmental Quality
W, R Division of Water Resources
15A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must he cam Ieled or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston Count (company, municipality, FIOA, utility, etc.)
2_ Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® Slate/County ❑ Municipal
3, Signature authority's name: Chandra C. FunJtcr. PE per 15A NCA C 021' .01061 bi
Title: Director of Utilities
4. Applicant's mailing address: PO Box 2263
City; Smothfield State; NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: ike keen tt.' t
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I, Project name; Annandale Phasic-2 & 3
2. ApplicationJProject status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ and issued date:
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: 35.56225' Longitude:-78.55972'
5. Parcel ID (ifappIicable): 06E03031C
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I , Professional Engineer: 5. Shayne L,cathers License Number: 027388
Firm: B ttcmaCivil Survey Comnany
Mailing address: =i?s Reliance Ave.
City: Apex State: NC Zip: 27539-
Phone number: (9l9) 577-1080 Email Address: s.leathers(ii.batemancivilsurvcy,com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number: NCO030716
Owner Name: Johnston Count
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQC540398 Downstream (Receiving) Sewer Size: L7 inch
W : WQCS00060
Owner Name(s): Johnston County
FnRM• FFa nd-to; nt.... I .rc

Vl. 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 De±eloper'.Operational Agreement (FOR tyl. DF,VI been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a hln n %k ner As -or at' t tuc l7 crational �rLe nt FORM. I IUA been attached?
❑ Yes [:]No ®NIA
4. Origin of wastewater. (check all that apply):
Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
%Industrial (ice ISA NCACO2T.0103(20))
- '. Is there a Pretreatment Program in effect? ❑ Yes [:]No
6. Hasa flow reduction been approved under 15A NCAC Q2T.01 14(l) ❑ Yes ® No
D If provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02LLI 14ff1)
Daily Design Flow "�
No. of Units
Flow
Single Family Residential
320 gal/day/unit
169
34,080 GPD
gal/
GPD
gal/
GPD
gav
GPD
gal/
GPD
gal/
GPD
Total
34,080 GPD
a Sec I M NCAC 0.)'l14 b I d , 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 now rates for establishments not identified [in table 15A NCAC' 0? 1.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 81.120 GPD (per .1 SA_NCAC 02T .Ql 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
PAPU• PTA 114-14 o.,,.e'I..Fc

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & I%Tpg jCravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
15,541
PVC
8
1,163
DIP
21
1,295
DIP
D Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewers)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & 1(Pump Stati nslFor
COMPLETE FOR EACH PUMP STATION IV I.iJD D IN THIS PROJECT
I . Pump station number or name:
2, Approximate Coordinates (Decimal Degrees). Latitude: �° Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(li)(I
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)($).'
D 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power Source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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 dmeframes, shall be provided
in the case of a multiple station power outage.
V^011A. CTA AA sc

1X. SETBACKS & SEPARATIONS - (02B .0200 & ISA NCAC 02T .0305(1)):
1, Does the project comply with all separations found in 156 NCAC 02T .03054 n .It fin ® Yes ❑ No
D 15A NCAC 02T.0305f contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below Cvcrticall
24 inches
Water mains (vertical -water over sewer 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-1 waters of Class l or
Class If impounded reservoirs used as a source of drinkipm water
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 see item 1X.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any bui Idint foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical hei ht
10 feet
Drainage systems and interce for drains
5 feet
Any swimming pools
10 feet
36 inches
Final earth grade (vertical)
D 15A NCAC 021.0305(m) contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's N(` Surface Wnt-r C1g!,%i Pcu6yrr, web pave
D If noncompliance with 02T.0305M or(a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ NIA
D See the Division's draft separation requirements for situations where separation cannot be meet
n No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC` 02B .02VV ® Yes ❑ No ❑ NIA
> This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragetauthorization under a 404 Nationwide or ® Yes [:]No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the MI &Sul . •fi Permittina 1301 ;b
5. Does project comply with ,15A NCAC 021.0105, ficIf 0) (additional permits/certifications)? ® Yes ❑ No
Per 1.5A NCAC 02T.010fc0l, directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NC'AV 0?;.04Q2. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
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 permitee's individual System Wide Collection permit.

X. CERTIFICATIONS:
I. Does the submitted system comply with LSA NCAC.._Q21, the Minimum Delman Crilerfa ror the Pgi LLLI-u l' Purnli Slaticuts
n l Fogs: 1- • ' t s ver-,;LoM. and the GiavilvSewer Mini a •s' M ('ntt�•r ;� t lil4til �r.iunl as applicable?
® Yes ❑ No
If No, complete and submit the Varianec/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application end su nrtin a documents.
Professional Engineces Certification:
l " " ,q N L ecf t 4 Pik _ attest that this application for
( rufessional Engineer's name from Application Item
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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25.000 per violation.
North Carolina Professional Engineer's seal, signature, and date: C q Rod,//�
1
SS/Dy
.4 SEAL
' 0 3
emu' • F C,3�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, t n df a -- 1 % Y tLtu & kit ' 1 Xi _�_ attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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. 1 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 ] 43__2U&L and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a CIass 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:
L"AD14. CrA me rc

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and rood engineerine practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that arc deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303
Projects not eligible for review via the fast track process (must be submitted for full technical review):
Projects that require an environmental assessment in accordance with I5A NCAC I C .0100;
Projects that do not meet any part of the minimum design criteria (MDC) document;
:- Projects that involve a variance from the requirements of 15A NCAC 2T.
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simpler grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
:- Vacuum sewer systems.
General - When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy ol'the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
El Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
17 List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major 1Nlodilication Application Packages):
El Submit a check or money order in the amount of$480.00 dated within 90 days of application submittal.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
El Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina SecretyZ of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/bla, enclose a copy of the certificate tiled with the Register of
Deeds in the county of business.
❑x The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
El The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
El The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of3

E. Flow Tracking;/Acceptance Form (Form: FTSE 04-16) (If Applicable):
El Submit the completed and executed FTSE form from the owners of (lie downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
O Submit an 8.5-inch x 1 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and pennit number (if known) for the receiving sewer
❑p Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the lield.
G. Existing Permit (All Modification Packages):
El Submit the most recently issued existing pen -nit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping; stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0100(b)) or proposed
contractor, stating that " the portable power generation unit or portable, independently -powered pumping; units, associated
appurtenances and personnel are available for distribution and operation of this pump 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 in the case of a multiple station power outage. (Required at time of certification)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to (told the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from [lie North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ Home. -'Property Owners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational _Agreement (FORM: DEV).
For ntore inf6rnurtion, visit the Division 's collection ststenrs wehsite
INSTRUCTIONS FOR FORM: I=TA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Annandale Phase I Mod - WQ00396I4
More than one FTSE nray he required for a single project if the owner of the WWTP is not responsible for all punip
stations along the route of the proposed ivasteivater,Jloiv.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional WW Facility
b. WWTP Facility Permit #: NC 030716
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
9.5
1.944
7.091
0.01955 (diverted)
9.0584
74.6 actual/95.5 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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
Design
Average
Daily
Firm Flow**
Capacity, * (Firm / pl),
MGD MGD
Remington 39590 1.8
Landfill 20340 1.9296
0.720
1.6718
(B)
Approx.
Current
Avg. Daily
Flow, MGD
0.3674
[IN94:1 VE
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Total
Not Yet
Current Flow
Tributary
Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.10399 0.1407
0.6360 1.5642
0.5793
0.1077
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pi) not 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): Annandale Phase 2& 3
Downstream Permit Number: pending
Page I of 6
FTCF 10-1 R

I
Ill. Certification Statement:
I Chandra C. Farmer, A.E. 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.
(... -
Signing Official Signature Date
i YLI, 1 t
Title of Signing Official
Page 2 of 6
FTCp 1 fl_ 1 Q

BCSCOR$.
BAiEMAN [m! SURVEY COMPANY
2524 Reliance Avenue
Apex, North Carolina 27539
TO- NCDEQ-DWR
Raleigh Regional Office- WQS
3800 Barrett Drive
Raleigh, NC 27609
DATE: May 17, 2021
BE: Annandale Subdivision Phase 2— Fast Track Sewer Application
Cornwallis Road, Johnston County NC
Site Information
PIN# 163600-11-4263
Approximately 107.108 AC
To Whom It May Concern:
Phone: [phone]
[e-mail]
Please find the enclosed application, plans and supporting documentation for the Annandale Subdivision Phase 2 &
3 for your review and approval.
This project proposes the addition of approximately 160 residential single-family units. The project will be completed
in phases. Currently, we are seeking to provide sewer service for all 160 lots within phase 2 and 3.
Johnston County Public Utilities was consulted and agreed to the number and types of units 10 reach an average
daily flow that could be accommodated. The flows, number of units and total daily flow are included on the application
form as required.
If you require additional information to complete the review and approval for this project, please contact me by phone
or email using the information below.
Kind Regards,
S. Shayne Leathers, PE
Civil Engineering & Land Development
P: 919.577.1080
[e-mail]
1VC DePt at' fin vlron
ment$! Qu$JitY
MAY I R 907f
Raleigh ke�1pp�
Of�Crr �

id"a"11
C66911" i
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2234
SMITHFIELD, N.C. 27577
[phone]
April 29, 2021
Bateman Civil Survey Company
Mr. S. Shayne Leathers P.E.
2525 Reliance Avenue
Apex, NC 27539
Re: Sewer Facilities to Serve the Annadale Phase 2 and 3
JC Serial No: 19-103-P
Plan Approval
Dear Mr. Leathers:
This letter is to confirm that the engineering plans and technical specifications have been approved for the sewer
facilities to serve Annadale Phase 2 and 3 subdivision, Johnston County Serial No. 19-103-P.
Upon completion of the construction or modification, and prior to placing the new construction or modification
into service, the following information must be received and approved by the Johnston County Department of
Utilities:
1. NCDENR approval letter
2. Engineer's certification
3. As -Built drawings sealed by the Engineer
4. Lien waiver from the utility contractor
S. Recorded plat indicating any necessary utility easements
Prior to acceptance of the new facilities and prior to recordation of any lots for Annandale Phase 2 or Phase 3 the
following must be completed:
• It will be the developer's engineer's responsibility to modify permit WQ0039614 for Annandale Phase 1 to
divert flow from the Heritage Farms WWPS to the new sewer outfall (McGees Sewer Upgrade Phase 2
WQ0040398).
• It will be the developer's engineer's responsibility to modify permit WQ0024386 Mod for Heritage Farms
to abandon the Heritage Farms WWPS and divert flow to the new sewer outfall (McGees Sewer Upgrade
Phase 2 - WQ0040398).
• The downstream sewer facilities, currently under construction, must be completed and accepted by the
County prior to the recordation of any lots for Annandale Phase 2 and Phase3. The downstream sewer
facilities currently under construction include the gravity sewer outfall (McGees Sewer Upgrade Phase 2
W00040398), wastewater pump station and force main (McGees Crossroads Sewer Upgrade Phase 1 &
2A - WQ0039590 Mod 2).
• After the downstream sewer facilities are accepted by the County, the developer shall be responsible for
abandonment of the Heritage Farms WWPS. The existing pumps, generator and control panel shall be
delivered to Johnston County.
Is there any expectation for the County to upsize any of the facilities in this permit? If so, that should be addressed
now:
• Please provide at least three bids from licensed utility contractors for the construction cost to upsize the
proposed 1,295 LF of 21" DIP from 8". - Mike, why does the permit include 1,163 LF of 8" DIP and 1,295 LF
of 21" DIP - Can this be C-900 or it is too deep? i assume it is too deep.
• A developer reimbursement agreement will be required to be executed by the County and developer,
prior to construction and the County's commitment of the proposed upsizing cost. Once bids are
obtained, please provide that information to Chandra Farmer.
Printed on recycled paper O

Please have the utility contractor schedule a pre -construction conference with our office prior to the installation
of the sewer distribution facilities. Please be advised that all permits must be received by this office prior to
construction_ Contact me at [phone] or [e-mail], if you have any questions or need
additional information.
Sincerely,
4 � " �
Mike Keen
Utilities Manager
cc: Chandra Coats, PE -- Public Utilities Director

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B C S C
BATEMAN CML SURVEY COMPANY
2524 Reliance Avenue
Apex, North Carolina 27539
TO: NCDEQ-DWR
Raleigh Regional Office- WQS
3800 Barrett Drive
Raleigh, NC 27609
DATE: May 17, 2021
RE: Annandale Phase 2 — LETTER OF TRANSMITTAL
ATTN: Scott Vinson
Phone: [phone]
[e-mail]
COPIES
PAPER CD ELECTRONIC
1
SHEETS
1
DESCRIPTION
Cover Letter
1
Fee $480
2
r
7
Fast Track Application 1 Original 1 Copy
2
2
Flow Tracking/Acceptance Form #1 1 Original 1 Copy
2
2
Flow Tracking/Acceptance Form #2 1 Original 1 Copy
1
2
She Maps USGS Tao Map, Street Ma
2
2
Johnston County Sewer Permit 1 Original 1 Copy
THESE ARE TRANSMITTED AS INDICATED BELOW:
X ForApproval
NOTES:
RECEIVED BY:
SIGNED:
TITLE:
For Resubmittai — As Requested by Client