WQ0017822_Application (FTSE)_20211213

State of North Carolina
Department of Environmental Quality,
Division of Water Resources
FAST TRACK SEIWERSVSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTINC DOCUMENTATION
Application Number: W00017�zz (to be completcd by DWR)
All items must be completed or the al2plication will be returned
I. APPLICANT INFORMATION:
I, Applicant's name; Johnston County (company, municipality, I-IOA, utility, etc.)
2. Alrplicant type: ❑ Individual ❑ Corporation ❑ General Parincrship ❑ Privately -Owned Public Utility
❑ Federal ® State/county ❑ Municipal ❑ Other
3. Signature authority's name: Chandra C. Partner, PE per 15A NCAC 02 l .01.06(h)
Ti[IL: Director ol'Utilities
4_ Applicant's mailing address. 309 F. Market Sveet PO Box 2263
City: Smithfield State: NC: Zip:27577
5. Applicant's contact information:
Phone nunhber: (9t9)989-5100 Bohai] Address: chaudra.farnha•i iohnslutxtc.cnm
11. PROJECT INFORMATION:
1. Project name: Poptar Creek WW11S Upgr,ldc
2. ApplicationlProject slants: ❑ Propo.;ed (New Permit) Existing Permit."Project
11'a modification, provide the existing permit number: WQ0017822 and issued date: 2/10/2000,
For modifications, also altach 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 CounU
4. Approximate Coordinates (Decinhai Degrees): Latitude: 35.553008" Longitude:-78.382606'
5. Parcel ID (if applicable): 15079004 (or Parcel 1D to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Kimberly C. Rineer P.H. License Number: 025511
Firm. Johnston County Ptiblic Utilities
Mailing address: 309 E. Market Street PO Box 2263
City: Smithfield State: NC Zip: 27577
Phone nunhber: 919 989-5725 Email Address: knn.rineer ( iolnlstonllc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Cenli-a] Johnston County Regional Wastewater Facility Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): W00007923
2. Downstream (Receiving) Sewer Information: 12 inch (- Gravity N Force Main
3. System Wide Collection System Permit Nutnber(s) (if aiplicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 06-21
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Page I of 6
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V1. CENERAL REQUIREMENTS
I. If the Applic,�nt Na Privately -Owned Public Utility, has at Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® NIA
2. Ifthe Applicant is Developer oflo(s to he sold, has a I) c;loper',, 01en;ttionayl Agreement P ORM: DFV) heenattached?
❑ Yes ❑ No ® N/A
3. If Ilrc Applicant is it Ilome lroperty Owners' Association, has an I10A1110A Openational Agreement CUOR,Nt 1 IUA) and
supplementary d0cu1DCn1ati0n as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of was(cwatcr: (check a.] that apply):
® Residential (Individually Owned) ❑ Retail (stores, centcrs, malls) ❑ Car Wash
® Residential (Lcascd) ❑ Rclaril with fond prepa rati otO;ery ice ❑ Hotc] and/or Motels
❑ School l preschool / day cane ❑ Medical! dental i veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink f;lcilitics ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses? offices / factories ❑ Nursing Ilonle ❑ Other (Fixplain in Attachment)
5. Nature of wastewater : 100 %Domestic _ % Commercial % Industrial (See 15A NCAC 02'I_-0103(20))
If Industrial, is there a Pretrealment Prograin in effect? ❑ Yes® No
G. Ilas a now reduction been app,oved under 15A NICAC 0' I .0-I Kieft? ❑ Yes ® No
1-- If ties, provide a copy of flow reduction annroval letter with this annlication
7. Summarize wastewater generated by project:
Establishmeni Type (see 02T.0114(f))
Daily Design Flow' -a'
No. of Units
Flow
No now wastewater generated by project.
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
Gp1)
gal/
GPD
1'nlal
GPD
it See 15A Nt'AC ta.? I 0 ] la(b), (d). (et I ) and el 21 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 (i�S. •i2A--i).
Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NC AC 02T.01 1.11 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per t, h.( A( 0? 1 .01 14) ? � j � fUd ��j� L 5Ce G1I j
Y Do not include future flows or previously permitted allocations J `i rf
If permitted flow is zero, please indicate why: �p' , " I
❑ Pulnp Statioll. orce Malin or Gravity Sewer where now will he permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframc for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number: WQ0017822 Issuance Date: 2/10/2000
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain): _
FORM: FTA 06-21 Page 2 of 6

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02'1 .0305 & NID( (C.rm i1y 5cwecs):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
3,979
PVC
8"
76
DIP
6"
100
11VC
Section II & II I of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section II I contains information related to IninitnuIlls lopes for gravity Setvt:r(s)
r, Oversizing lines to meet minimum slope requirements is not allowed and a violation ot'the MDC
VI11. PUMP STATION DESIGN CRI'1 EAUA (if Applicable) —„01T .113U5 & ill C r Pump Statinrrs t ot_cr Mains):
PROVIDE A SEPARATE COPY Ol' T IS PAGE FOR EACH PUMP STATION INC:I.III)F D IN TI HS PROJI-CT
I . Pump station number or name: Poplar Creek Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.557123' Longitude:-78.379444"
3. 'Total number of pumps at the pump station: 2
3. Design flow of the pump station: 504,000 gallons per day (firm capacity)
➢ This should reflect the total GFM tor• the pump station with the largest pump out of service.
U,\ mop
See v�,r
C
4. Operational point(s) per pump(s): 350 gallons per minute (GPM) at 100 feet total dynamic Bead (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6"
1,942
PVC
6"
126
Field-lok PVC
Ifany portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSI^M Section 2.0IC, Lh. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please spccil'y)
6. Power reliability in accordance with I iA NCA(' 02'1' .0305(11).(i);
® Standby power Source or ❑ Standby pump
Y Must have automatic activation and telemetry - 15A NCAC 02T,0305(h)(1)(13):
Y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per d,ty
Y Must be permaneut to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per clay 15A NCACO21'_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 conti acted by the applicant and is compatible with the station.
Y If the portable power sourm or pump is dedicated to multiple pump stations, an evaluation of all the pun_-p stations' staragc
capacities and the rotation schedule of the portable power sotirce or pump, including have] cimeframes, 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 6

X.
GRAVITY SEWER DESIGN CRITIsRIA (If Applicable)- {l2l .030.5 & i j1 "' i1j. tie►►er;s :
2_ Sllnlniitl'1'Lc gTr;l4rly sewer to be permitted:
Sire (inches)
8"
8"
I.enklh (feet)
5,229
13
84
Material
PVC
DIP
6"
PVC
y Seelion 11 & 111 ofthe MDC far Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewet(s)
oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 021 .0.1115 & tilflt {I'i;mp tif:ltioEll'I'UE'le ,�Iuilr.l:
PROVIDE, A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROlf;Cf'
2. Pump station number or name: US 70 Whitley Heights Ptrmp Station
,1. Approximate Coordinates (Decimal Degrees): Latitude: 35.556584° Longitude:-78.385920"
5_ Total number of pumps at the pump station: 2
7. Design flow of the pump station: 115,200 gallons per day (firm capacity)
➢ 'I'll is should reflect the total GPM for the pump station with (fie largest pump out of service.
8. Operational point(s) per pump(s): 80 gallons per minute (GPM) at 59 feet total dynamic head (TD11)
9. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4"
1,476
PVC
�ee- �u
Ifany portion ofthe force main is less than 4-inclies in diameter, please identity the method ofsolids reduction per
MDCPSI'M Section 2.01C.I.b. ❑ Grinder Pnmp ❑ Mechanical liar Screen ❑ Other (please specily)
10. Power reliability in accordance with 15,1 N('A( {r_' I
® Standby power source or ❑ Standby pump
Y 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 wills plugged emergerkey pump connection and lelerneUy:
Y Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
Y 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 timefiranies, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 4 of 6

IX. SEAMACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separationslahernatives found in 15:1 VC_1L {}2 I,_t}3U5 ? ® Yes [] No
15A NCAC 02•I'.0305 contains minimtim separations that shall be provided for sewe]• systems:
Setback I'll raIne'lel.*
Separation Required
Storm sewers and Other utilities not listed below (vertical)
18 Inches
2Water nouns (vertical - water over sewer preferred, including in benclied trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches.
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private. or public water supply source, including any wells, WS-1 waters of -Class I or
Class It impounded reservoirs used as a source of drinking water, and associated wetlands.
**Waters classified WS (except WS-1 or WS-V), B, 5A, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX,2)
2 feet
100 feet
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surf -ice drainagr
ditches, as well as wetlands associated with these waters or classified as Wl..
10 feet
Any building foundation (horizontal)
5 feet
10 Net
Any basement (horizontal)
Top slope of embankment or cuts of 2 feet or more vertical height
to feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> If noncompliance with 02 1-0305 0 or i± . see Section X.I of this application
* 15A NCAC 021.0305;g1 contains alternatives where separations in 021_.030(1') cannot be achieved_ Please check "yen"
above if these alternatives are used and provide narrative information to explain.
**Stream classificalions can be identified using the Division's NC: Strrfacc Whitt, C:iassilicotiowi %%CL)al_c
1 Does this project comply with the mininttrm separation requirements for water mains? ® Yes [—]No ❑ NIA
Y If no, please refer to 15A NCAC 18C'.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying; the criteria outlined in that Rule.
3_ Does the project coin ply with separation requirements for wetlands? []Yes ❑ Nil ®NIA
Y Please provide supplemerttaey information identifying the areas of non-conformance,
Y Sec the Division's draii separatioal reniliremefit s for situations where separation cannot be met.
No variance is required if'the allernative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any Stale buffer rules? ❑ Yes Basin name: _ ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A `CA( 0211 _0200? ❑ Yes ❑ No
D This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does Ilse project require coveragclalithu•iZation under a 404 Nation widelindividuaI permits ❑ Yes ® No
or 401 Water Quality Certifications?
Y Please provide the permit number/perinitting status in the cover letter if coveragclauthorizatiolt is required.
6. Does project comply with 15A NCAC' 021,O1t}S�)(h) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 002T.01 t]_S(c)(t,), 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, slorntwriter• management plans, etc,).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15.1 Nt'A� 021 0402, "high -priority sewer" ineans 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
inspectinus documented per 15A NCAC 02T.0403(a)(5) or the perinittee's individual System -Wide Collection permit.
FORM: fjTA 06-21 Page 5 of 6

X. CERTIFICATIONS:
1. Does the submitted system comply with I `A__NC AC (1, I ,the i1.1il ilttun� 1kSikil i_rilert,4 1f}I'.tll� I''l:ntl[ttltt 711 l'IIETtp_St;ktiU3}S
and l orce r11t all L' (Ititcst z_�rsign : and the C;.t,witt St:%Nq Minimum Debi VA. Crtts:l j: 111lcst vufsiural as applicoble7
® Yes ❑ No
lt• no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting dOCumettlS for review la the Central Ofticc. Approval of the request will be issued
concurrently will, the approval of the perinit, and proiccts requiring a variance approval may be subject to longer
review titnes_For .projects requiring two or more variances or where the variance is determined by the Division to be a
significant ttortion of file project, the full technical review is regi iced.
2, Professional Engineer's Certification:
1, Kimberly C. Rincer, PE, attest that this application for Poplar Creek W WPS Up n'ade
(Professional Engiuccr's name from Applicalion item 111.1) (Project Name horn Application ]lent 11.1)
has been reviewed by ate and is accurate, complete and consistent with the information supplied in the plans,
Specifications, engiuecring calculations, and all other supporting documentation to the best of [ny knowledge. I further
attest that to the hest of illy knowledge the proposed design has been prepared in accordance with the applicable regulations,
Viill ifnuIll _Desil"4n (;riteIia for Gravity Scm-ers latest version), and the rNlinimuul_Design Criterki for _Ilie Fast (rack Permitting
,tf Pump Stations and Force iylains (latest version). Although olher professiouals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that i have reviewed [his material and
have judged it to be consistent with the proposed design.
NOTH - 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 tine 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 stib.jcct
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:nlr
r'eoi
J'
lalw':, i
Applicant's Certification per 15A NCAC 02T A M(b):
_Chandra C._Fartner, PG, attest that this application forUL)lar C rc ck W PsUpgrade_
(Signnlure Authority Nome from Application Hem 1.3.) (Project Monte from Apj)Fmitiun Item IL I )
attest that this application has been reviewed by me and is accurate and complete to the best of soy knowledge.
i understand that Wall required parts of this application are not completed and that if all required supporting (foctlmertla!ion
and atlachnients are not included, this app'.ica[ion package is subject to being returned as incomplete. 1 undersland 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 prosecutson, i will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that ifall 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 — Ili accordance with General Statutes 14.3.21>.6A and I•..;-_'_I3 611, any person who knowingly snakes any take
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: f�,� (.f L�l� try Date: i��) Gl�
FORM; PTA 06-21 Page 6 of 6

DESIGN NARRATIVE
FOR
FAST TRACK SANITARY SEWER PERMIT
JOHNSTON COUNTY PUBLIC UTILITIES
POPLAR CREEK W WPS UPGRADE
309 E. Market St.
Smithfield, North Carolina 27577
JCPU Project # 21-060-P
December 2021
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DEPARTMENT OF PUBLIC UTILITIES
Post Office Box 2263
SMITHFIELD, NC 27577
[phone]
December 7, 2021
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Johnston County Public Utilities
Poplar Creek WWPS Upgrade
Fast Track Sewer System Extension Application
To Whom It May Concern:
NC 17ent
Kalci$h R�B��°al Office
We respectfully submit this application for a Fast Track Sewer System Extension Application for the Poplar Creek
W WPS Upgrade project. This project upgrades the existing Little Poplar Branch Pump Station, and replaces a 4-inch
force main with approximately 298 linear feet of 6-inch force main and 126 linear feet of 6-inch field-lok PVC encased in
126 linear feet of 12-inch diameter steel. The upgrade will reduce maintenance costs, improve pumping efficiency, and
will help with future growth in the area.
Included in this submittal are two copies (one original, one copy) of the following
documentation:
• Fast Track Application (Form: FTA 06-21)
• USGS Quad Maps
• Project Narrative
• Check No. 120201 in the amount of $480,00
Please do not hesitate to contact me should you have any questions or concerns. We
appreciate your time and consideration regarding this matter.
Sincerely,
Johnston County Utilities
Kimberly Rineer, P.E.
cc: Chandra Farmer, Johnston County
Mike Keen, Johnston County
�vuOr�e�ytd� �ud�til`
of S

THIS AGREEMENT, dated l 3 , 2000, between JOHNSTON
COUNTY, hereinafter referred to as "County", and WHM-EY HEIGHTS SANITARY
DISTRICT, hereinafter referred to as "WHSD".
WITNESSETH:
WHEREAS, WHSD desires to have the County provide operation, maintenance, and
administrative services for its existing water distribution system and its proposed wastewater
collection system; and
WHEREAS, WHSD currently purchases its bulls water supply from the County; and
WHEREAS, WHSD desires to have its wastewater received, transmitted, and treated by
the County; and
WHEREAS, County has the resources to provide operation, maintenance, and
administrative services for the WHSD water distribution system and proposed wastewater
collection system, and to receive, transmit, and treat the wastewater from WHSD.
NOW, TMURMFORE, for and in consideration of the premises and rights, powers and
duties hereinafter set forth to be performed by each, the sufficiency of which are acknowledged
by the parties, County and WHSD mutually do agree as follows:
I, WHSD will install at its own cost a wastewater collection system meeting the
County` s design and construction standards and shall allow the County's representatives to make

inspections of construction periodically.
2. WHSD will be responsible for payment of the remaining debt on its water distribution
system.
3, WHSD will pay to the County, on or before the date the County commences water and
Or�Q�dL
sewer operation, maintenance, and administrative services, a water meter setting fee and a 91
wastewater capacity fee as follows:
-Water meter setting fee: $75 per existing service.
Wastewater capacity fee. $2,000 per existing service -zc
4. For any sewer customers who have individual well supplies, WHSD will install or will
have installed a meter on the well head meeting County standards and will have the customer
provide the County an access easement for purposes of making meter readings.
S. WHSD agrees that for any new service, assessment and connection fees will be
consistent with the County's rates in effect at the time.
H. County AgLee&s as Fnto
1. The County will install its service meters in each existing water service in the WHSD
systern and will deliver the existing meters to the WHSD.
2. The County will operate, maintain, And repair the existing WHSD distribution system
including all services up to and through the outlet side of meter boxes.
3. The County will cease to read the WHSD master meter for billing purposes and will
cease billing WHSD for bulk water supply.
4. The County will operate, maintain, and repair the proposed wastewater collection
system including sewer services within public rights of way and easements including up to two
2

wastewater pump stations.
5. The County will read water meters monthly and will bill the WHSD customers for
retail water and sewer service. The Water rates shall be the same as for the Wilson's Mills Water
District and the sewer rates shall be the County's standard retail sewer rate for areas outside the
Central Johnston County Regional Wastewater System. As of the date of this Agreement, the
user rates are:
Water ._ _ - Sewer
$13.00 minimum per month $5.00 minimum per month
plus $2.70 per 1,000 gallons plus $3.37 per 1,000 gallons
of usage. of usage.
b. The County will administer water and sewer services in accordance with its Uniform
Policy.
III. ADDITIONAL COVENANTS AND AGREEMENTS:
I. Qm=hip of Infrastructure: It is understood that the water distribution collection
infrastructure within the WHSD boundaries shall remain the property of WHSD until the bond
debt on the water system is retired. Thereafter, the water system shall be transferred to the
County for ownership. All sewer infrastructure shall be conveyed to the County for permanent
ownership one year from the date of substantial completion of construction and startup of the
system,
2. Terms. Terms of this Agreement shall be thirty (30)'years, with four (4) automatic
renewals for five (5) years each, unless a six (5) month written notification of intent to terminate
is provided by either party to the other.
I ,S,.aArm The area to be served shall consist of the area within the legal
91

boundaries of WHSD, plus any gravity sewer lines which extend outside WHSD to pump
station(s) site(s).
4. Xns ections. WHSD shall permit periodic inspections of the sewer system during
construction by County to ensure compliance with State Plumbing Code and County utility
standards and specifications.
5. Notices. Any notices required to be, given by this Agreement shall be deemed to have
been sufficiently given if mailed by certified mail (return receipt requested), postage prepaid,
addressed as follows:
Johnston County
Attention: County Manager
Johnston County Courthouse
212 Market Street
P.O. Box 1049
Smithfield, N.C. 27577
Whitley Heights Sanitary District
Attention: Chairman
Whitley Heights Sanitary District Board of Commissioners
P.O. Box
Smithfield, N.C. 27577
6. This writing embodies the entire agreement and utiderstanding
between the County and WHSD, and there arc no other agreements or understandings, oral or
written, with reference to the subject matter hereof that are not merged herein and superseded
hereby.
7. Binding Upon Successors and,Asigns. This Agreement shall be binding upon and
shall inure to the benefit of the County and WHSD and the successors and assigns of each.
8. Amendment. This Agreement shall not be modified, amended or changed in any
4

respect except in writing, duly signed by the parties hereto, and each party hereby waives any
right to amend this Agreement in any other way.
9. e Date. The term of this agreement shall be effective on the date of substantial
completion and startup of the wastewater system.
IN WITNESS WHEREOF, Johnston County has caused this Agreement to be executed
by its Manager and Clerk, acting under authority of the Board of Commissioners of Johnston
County, and Whitley Heights Sanitary District has caused this Agreement to be executed by its
Chairman and Secretary.
Attest: JOHNSTON COUNTY
t''e"�Jd' By.IRICKJ.
JOYCE H. ENNIS TER
Clerk to the Board County Manager
Attest: WHtIUY HEIGHTS SANITARY DISTRICT
it
'Z17. - a
By: /-);— +- 0 0 6
Secretary, -Z°00 Al Stevens, Chairman
Board of Commissioners Board of Commissioners
5