WQ0040583_Regional Office Historical File Pre 2018

L€N[)A. CULPEPPER
Dim. -Tor
Januar 29,2019
Mr. Rob Donham, III, Town Engineer
Town of Harrisburg
P.O. Box
Harrisburg, North Carolina 28075
Subject: Permit No. WQ0040583
Town of Harrisburg
Caldwell Townhomes
Wastewater Collection System 'Ex'tension Permit
Cabarrus County
Dear Mr. Donham:
In accordance with your application received January 18, 2019 and additional information received January
29, 2.019.. we are forwarding herewith Permit No. WQ0040583 dated January 29, 2019, to the Town of
Harrisburg (Permittee) for the construction and operation upon certification of the subject wastewater
collection system extension. This permit shall he effective from the date of issuance until rescinded and.
shall be subject to the conditions and (imitations as specified therein. This cover letter shall be considered a
part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition ILI: This permit shall not be automatically transferahl
est roust be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A, NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Condition 11.7: tfpon completion of construction and prior to operation of these permitted facilities the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with this
permit, regulations, or the Minimum Design Criteria. [15.A NCAC 02T,01-16

It shall be the responsibility of the Perm ittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may, result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-2 5.6C, construction of additional or replacement wastewater
collection faeilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicator)" hearing upon written request within 30 days tbl lowing receipt of this permit. This
request must be in the fo of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, INC
27699-6714, Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this 'natter, please contact Ori Ttivia at [phone] or
via e-mail at ortativiajtunedent,gov.
Sincerely,
DocuSigned by:
A14CC681AF27425
tor Linda t'ulpepper
Direc tor, Division of Water Resources
tor . Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
ision of Water Resources, NCDEQ
cc: Vincent Keene (P.E.) (E-eopy)
Mooresville Regional Office Files (taserfiche)
Water Resources Central Files (fizserfiche)
PE RCS (Lasertiche)
Page 2 of 10

IN CAROtJNA
Enviroroncrtirol KI fay -
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 1.43, General Statutes of North Carolina.
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Harrisburg
Cabarrus County
for the construction and operation of approximately 1,471 linear feet of 8-inch gravity sewer to
serve 67 three bedroom. dwelling units as part of the Caldwell Townhomes Developtn.ent, and the
discharge of an 24,120 GPD of collected wastewater into the Water and Sewer Authority of Cabarrus
County existing sewerage system, pursuant to the application received January 18, 2019 and
additional .information received January 29, 2019, and in conformity with I 5A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting. of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this .pertnit
This permit shall he effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
DocuSigned by:
Al 4CC681AF27425_
,for Linda Culpepper
Director, Division of Water Resources
fbr. W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040534
Permit Iss ed: January 29, 2019
Page 3 of 10

SUPPLEMENT TO PERMIT COVER SHEET
Town of Harrisburg is hereby authorized to:
Constnict, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment. Facility in accordance with Permit
Number NC0036269,
Permitting of this project does not constitute an acceptance of any part of the project that does not meet.
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996..as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Pertnittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
I.) No flow in excess of the quantity permitted herein, 24,120 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304 (b)],
II. STANDARD CONDITIONS
1, This pennit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.'1(c13)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1.5A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12,1.996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T,0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following .performance criteria shall be met: [15A. NCAC 02T .0108(b)]:
Page 4 of 10

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall he inspected at least
once per week.
e. High -priority sewer lines shall be inspected at !east once per every six months and inspections
documented..
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 1.5A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other 'public- and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
pei inittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number (704) 6.63-1699, as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or brea.kage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 10

Voice mail messages or faxed information is permi.ssible, but this .shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal businesshours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the •SSO was beyond control, [G.S. 143-
215.1C(al.)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be subtnitted with the required supporting
documents to the address provided on the form,. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the 'Pertnittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension, Final record drawings should he
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes„ shall he provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form,
Prior to Certification (Final or Partial): Permit modifications are required for any changes
resulting in non-compliance with this permit (including but not limited to pipe length changes
of 1O% or greater, increased flow, pump station design capacity design increases of 5% or
greater, and increases in the number/type of connections), regulations, or the Minimum Design
Page 6. of .10

Criteria. Requested -modifications or variances to the Minimum Design Criteria will be reviewed on
a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not he approved, thus requiring
replacement or repair prior to certification & activation. J5A NCAC 02T .0116]
8. Gravity sewers installed. greater than ten percent below the .minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not he certified until.
corrected. If there is an unforeseen obstacle in the field where allviable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will he evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ I 5A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 021' ,O116]
10. Failure to abide by the conditions and limitations contained in this permit; 15.A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996. . as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-21.5.6A
through §143-215,6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)1
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Pei mittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .011.0; 15A NCAC 02T ,0]08(b)]
l2. The issuance of this permitshall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required.
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-21.5.1(b )]
Page 7 of 10

CERTIF. CATION CHECKLIST
To be compteted by the certifying engineer prior to operation of the permitted sewers, per I5A NCAC O2TOi16.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00
Project County:
1) Has permittee information changed since the permit was issued (
change of ownership, transfer from developer to -H0A/P0A, etc.
last modified): change of mailing address.
Yes fl No
If yes, please provide either a change of ownership form or new contact information. Note that ransfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? Yes
No
3) Final Engineering certification: LJ Yes LJ No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: 0 Yes P No E] N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public, lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: El Yes No —1 NIA
• Ensure power reliability option was selected per I5A CAC 02T,03050).
6) Was project construction completed in accordance with all of the following: fl Yes 0 No El N/A
•I 5,A NC.,,,\C 0,21, \1iitmum[ksin t. rucri IjiPJjor thL permitting of Gravitv Sewersllatest version), and
M DC for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with I5A NC,NC! 02'1.0105(1)J, prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents,
7) Does the project contains high priority lines (1A NC,AC 02T .041Q2)Y? El Yes
No
• If yes, ensure that the permit already contains the necessary condition related, to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language,
8) Are Pemiltmodifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, andfor change in the number/type of connections)? 0 Yes 0 No
• if yes,. a permit modification request must, be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040583
PROJECT: CALDWELL TOWNHOMES
ISSUE DATE: JANUARY 29, 2019
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation, it should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall he considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking, all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERNIITTEE'S CERTIFICATION
I, the undersigned agent for the Perrnittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name,
Signature Date
ENGINEER'S CERTIfICATION
1,, as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to observe ( periodically, E weekly, the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A. NCAC. 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Purnp Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Fl Final LIJ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

A'('hlicarrtl errrt
Phoney number.
Al"ip14catLic>n Number:
`--(17128 Email Address : eartlsartl
F'RO<IECT INFORMATION:
Prerject name: tv.aldttiell.....[ownllonies
'. Application/Project status: I tr)posed (New Perm itI
I 'rr ztat�dl(ir.a�rse r , provide the existing permit number: thi�OO
my where 1
Approrirn rle Coordinatc,s (L
Parcel I(;7 (it applic°rhle): 5t)t,(.1'; P t)tt�t
lam I' reel It) to :1s. se°^ t downstream sewer)
III. CONSUI.I"t NC"I..INFC)I
I'rul'esss iona„tl riecyner
First Yarbw„,¢,.�
1lttilitr� z:rciclr"e sr €'.Cl. I e 1 198
City: Pinevill Std te: "NC
Phone number: t'CI= 1
ON:
Zip: 281 34
L mail ..Addr°e,s,c no
�Iwlt,�t
IV, WASTEWATER TREATMENT FACILITY (V WWII) INFORMATION:
EION:
I, Facility Name: Rocky, Rives E#c tt t<rl $ t) ttr stt4r 1r tPrt n Plant Permit N
Own r N true: Water Sewer Author; . es(" C hk rr r (°extir t
Idea
etu r ne
R"TI NNI(,;•
Pert Prot
TRF1.N3 SEWER I ti 6 ORM:A TIT)N (if different than \WWTF).
, Permit Nurtrberts): WQ,
N'

VI. CF.RALRFQUIRFMENTS
1, lf the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Con venicive,pi Ne9q0y been attached?
Yes [INZN/A
2, If' the Applicant is a Developer of lots to be sold, has a Developer's Operation4E Itheen attached'?
El Yes JNo X N/A
3, If the Applicant is a Elpipe/Prowly Owners' Association, has an Operational Ag_reementf FORM:1KM) been attached?
El Yes 1Jso NIA
4. Origin of wastewa.ter: (deck all
Residential Owned
Residential I..,,eased
ri School I preschool day care
_ • Food and drink facilities
[I Businesses offices factories
aPPlY):
r_j Retail (stores, centers, malls)
Retail with food preparation/service
f Medical dental Ve terinary facilities
f Church
[1 Nursing ilome
Ej Car Wash
El Hotel andlor Motels
El Swimming Pool /Clubhouse
El Swimming Pool/Filter Backwash
Li Other Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial o Commercial
_ % industrial (Sec I 5A NCAC' 021 0103(29))
s there a Pretreatment Program in effect'? Li Yes
6. I las a flow reduction been approved under 15ANciNc, 021.10.11,4(t)? El Yes
,j,ideacofflow reduction approval letter
; Surnmari7e Wastewata generated by project:
Establishment Type (see 02T.0)1.411D Daily Design Flow " No, of Units
No
11, No
Dwelling Units (1 Bedrootns 120 GPD) ;
360 galll day 67
gal/
gall
gal/
gar
gal/
Total
Flow
24;120 GPD
GPD
GPI)
GPD
GPD
GPD
24,120 GPD
a See I5A NCAC" 02'1 01 140),_(01,141) aos1_,(0(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. (ji.,S.„-4.2.A.4).
b Per 15A. NCAC 021 .0114(e), design flow rates for establishments not 'identified [in table ]NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patients, and other measured data.
8. Wastewater generated by project:. 24.,120 C PD (per l5A NCAC 02 1 01.14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, .indicate why:
j Pump Station or Gravity Sewer where flow will be permitted in subsequent pefrnils that connect to this line
Li How has already been allocated in Permit Number:
Li Rehabilitation or replacementof existing sewer with no new flow expected
E Other (Eplain):
FORM: f/TA 04-16 Ne 2 of 5

%vit. GRAVITY' SEWER DESIGN CRITERIA (If Applicable) - 1!2r ,i)R,..5 & 110,1.A. tta4v it4:-., ',eweri,d4
I. Summarize :47a", II:. ie \%, er to l)e permitted:,
i Site (inches) ' Length (feet) Material
8' i 8415 I PVC
i 14
S" 626 (1)1P
i I I
t f 4
i t ,
:k Section 11 & Ift of the MIX fbr Permitting .of Gravity Sewers eontams infortnaLion related to design criteria
• Section contains information related to nliniumm slopes for gravity sewer(s)
Oversiting lines to meet minimum slope requirement is not allowed and a violation of the MDC
11),"111L 114.„1:MP STATION DESIGN CRITERIA (If Applicable) 012 )305 & MDC StationsiForce -•s):
COMPLETE FOR EACH PUMP STATION: INCLUDED IN JIBS PROJECT
Pump station number or 113111e:
2. .Appa»:imate Coordinates (Decimal Degrees): Latitude: . Longitude: -
3. Design flow or the pump station: Fil ilhorts gallons per d.o (thni capacity)
4, Operational point(s) of the pump(s)1 gallons per minute tn feet total dynamic head (
5. Summarize the rorce main to he per nitted tfor this Purnp Sttnion):
Size (inches) 1,.ength (feet) 1 Material
u, Power reliabil1ty, in accordance with 15.,1 c:Ac .0,„7“„).50-00):
• Standb) po,Aer :source or pump with automatic, activation and telemetry - 15A NC.AC 02 if .005.1( 11)1'0
Required lur all pump stations with an average daily now greater than or e. q ..K.fl to 15,000 gallons per day
Must he permanent to facility
Or if the pump station has an average daily Clow less than 15,00 gallons per day:
• Portable power source W th manual tietivation, quick -connection receptacle and telemetry 1:54,A N(,74\11:4 0 1
or
Portable purriping unit with plugged 'emergency pump connection tind tel - 15,A iNCAC. 021 .03(15(14)(11)(C)::
it shall. be demonstrated. to the Division that the pot -table source is o'. or contracted by the applicant (draft agreement')
and is compatible with .the station,
• lithe portable power source or pump Os dedicated to multiple pump stations, an evaluation oral) the pump stations' storage
capacities and the rotation schedule or the portahle power source or pump, including travel timeittarnes, shall He provided
in the ease of a multiple station power outtw,e,
FORM:. 1TA0410Page 3 of 5

• titti liltitA(.5fiaS .S RATIONS: 0211,0200 t.t),.5... I :SA INCA(' 02T „111.3i15(titot
1))es die project coflip,,. with ail. semilon.ions round in NOO,V.f.
• soc,10',. 02. .,o3o5(0 °;6t..),anitiorn. t ii„Jhall be provided [61f.- sevo:r s>oaerns:
Setback Parameter* S'epartnitart Required
Storm sewers tintil other utilities tiot listed below (vertical) 2,1 inches • •
1 , inches .
Viittter mains (vertical -water c)ver setiver includittg in benched trenches) ,
18
,
i ..•
W.t.iter mains (horizontal) 10 feet
Rep:dinned water linos (vertical - rectainted over sewer) 18 inches
' Reclaimed wittter lines (horizontal - rectittimed over sewer) rent
1"10,Any privat.6, or public water supplv s,ource„ including tiny wells,. WS-I waters ol (MISS or ,
e_ Css lait impounded reservoirs used its a source of d.rinkin2,0wititer 100Li
'
**IN'ators classified %\j,S (except WS-11 or ItiVS-VM 13, SIJA, OR \V 1-1QW, or SEI, from normal
hitigh water (or tide elevation) and wetlands (sec item 11X, 50 reef 1
A illy other stream, lake, impoundment, or Ds:timid water towering iId surface. drainage
clinches
Any fin tldnitt! foundation
„Any hasernent
1 lop slope of oitibartkinent or cuts of 2 lent or [11016, verticat ItictiOt
Drainage sitystems and tnterceptor tit:anis
A 01Y
1 Final ettrth ti,tratile t'vertical)
to reef
5 fcOet
0 feet
10 t6et.
5 Feet
10 Ceet
36, ipciileis
I:55A NCA)5Ptit.,) contains ,ilternatives where separations On 02T„030.51(jOi cannot be achieved.
"Strewn classilOcations can be identified using the Divisions NC Surface Water Cla.ssitications wititbpittgitit
• If noncompliance with 01,21110titt1tStflor st:V. Section X of this application
2... Doc the project comply with separation requirement's for vvetlancls? (50 feet orserniation) 1%111 1Iiites
1.1,• See the Dt v ist on's draft separation requirements for situations where septitration cannot be meet
No variance is requirtod if the alternative design eriteriti st5eciliecl is utilized in design and construction
As built documents should reference tile location of areas effected
Ni)
3. Does Eli6 project comply with setbacks found in the river basin rules per 15, NCA,C 02 F.3 ,02001' Z Yes El No r,i1 NittA
• rhis woald include Front 13uffered Streams per Ott\ 20ti1.0)21
4. Does tile project require coveragetauthortztition under tt JI04 Natio l 0 r'es 'IC] No
inclik,•iduat permits or 401 Wtttet Quality Certifications'?
Information can he obtiiined from. the 401 & Buffer Permittiogjti3rtmcn
5, Does project comply with t 5,5\ o2T,olo:502,0) (addi6onal perMILS,certifications)? 1751 Yes I No
Per 5A N.110,AC 02 1.0i directly related environmental permits or certification. :implications are being, prepttred, have
been applied for., or have been obtained_ Issuance of this permit CAMtingent On ktitiance Or dependent permits (Crosion and
sedimentation control plans, storrnwater mannnement plans. 0101
6, Does this project include any sewer collection lines that are deemed llitth.-priorny?-
Per 15,A NC,A.0 02 1011,)402. "high -priority sewer- means "timy fterittl eoel', sower contacting surface IN:Ite1 s'.. siphon, or sewer
positioned parallel to soreambitoks that is subject to erosion that un.dermines or deteriorates the sewer.
-1-1 Yes 1,7-j No [;„„j N5A
11 'yes.. include. alf1. '.;ittuchment with details for eitch linoincluding typo titerial tine, titt7e„ material and locatiot
1-1.10 priority lines shall be inspected by the permittee or its, representative at least once every six -mouths ',tad inspections
documented per 15A NCA(. 02T.040.3.1a 45) or the perinitee's individual System -Wide Collection permit.
Is.r)RiVI: ETA 0,1-16 Page 4 of

RI 1 iA ION'S!:
I.. Dots the submitted system cortmly s s thc
vJ Ic
rtio„ coippleie and submit the \i ;mariner.' Ahernative 1ksign kit application I 0-14) ,Ind supporting k„tOcilliilliK for
review, s'S_Atproval of the request is retoired prior o subniittal oldie Ftist rcilek Application and supporitimiLdocuiticints
2.. Professional Fingtriager's f:ertification:
um, I
);t Lei, r s it:: . sr„... rii i si(trrer
tProllessronal Engineer's name from Application Iteitt lid
attest that this iiipplicar ion kali
has hcen roar:Acrid by me and is accurate, complete timid consisittir'm the Information siitimlied in tho plans, specifiernions-
engineering calculations,uidall other siLippitiiiting documentation die hest of my k.noski ledge. I furthier attest that io the hest
or my kno‘yledge the proposed i.lesign has been prepareiiii in accordance wath thie applicable regulations, iiiiirrtvity SeAver
Minimum lir)esign Criteria for Gravity Siewcirs (latest version), "Mild li Minimurn Deisign Criteria ror the Fasts rack Permitting
or Purim Stations and Force Mains (knot version), ri\lthoi...igh other professionals. inatiii hare developed certain portions of this
sub/Tint-al r.,,ickagci, inclusion ot these materials under iny signature iind seal signifies that have reviewcd dins inaterial llld
have lidgrod it to he consistent ii,vith the proposer! desagn.
NO 11-, - Accitirdwirki with 1,15-2 5.6.A, and 1..11",'...? I 5 Of lip, person, GAISe
Sta [ernent, representation. or ccriliciarimt in ally a pphcation package shill! be guilty or a Class 2 rnisrlemenior. which triray
include tt. fine not to e.scteil S 0,000„ as well as civil penalties nip to S2.5,000 per violation,.
[North Carolina Professional Engineer's seal, :signature, and date:
3, l'icati011 Per 15A 02rir .01 litil(b).
1 0 v.sess---r
_
ouiLtrc
. 7Ke
AllthOrity 110.111C tale ffOill Application Item
attest it l;eitnirt Ioflit
has been reviewed b.); me and is accurate ',Ind complete to the best or my k,nowledge, I understand that it aH equired parts of
this iipplication 'are not completed and that ill all required supporting documentation and attachments iire not included, this
application package is subject to being returned as incomplete_ 1 understand that any discharge of wastewater tram this non -
discharge system to surface waters or the land will result in ',In immediate enItoreement notion that not include civil penalties,
injunctive relief, an&0 criminal prosecution_ I will make no claim against the Division or water. Resources :should it condit'IOKI
Or this permit he ‘iiolitted. 1 also understand that if all required ptrts ni this ;Application packtige are not CCHITketed and that if
all required supporting information and attachments are not included, this applicatical pacitiagen 1 be returned to me ;its
incoigplete,
.NOTE In accordance with General Statutes 141-2 any person who knowinttly makes iany raise
statement, reprosentatiou, or certification in U1 application package shall be guilty of it Class 2 misdemeanor, avhich may
include a tine not to exceed i 10,000 ',AS Wel C a civil penalties up to S23.000 per violation,
-e:
Date:
1i:oral: r.\H1 k6 Page 5 of5

VICINITY
MAP

WSACC
ISO 14N
Mr. Haynes Brigman
Town. Manager
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
Subject:
January 8, 2019
Flow Acceptance Request - Town of Harrisburg
Caldwell Townhomes
Dear Mr, Brigman:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www,wsacc,org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the Town of Harrisburg on December 27, 2018 through January 3, 2019. WSACC has or
will have capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to
transport and treat the domestic wastewater from the proposed project named Caldwell Townhomes, located off
Farmington Ridge Parkway. The referenced project will serve 67 single-family townhomes, with a projected
wastewater flow of 24,120 gallons per day (gpd). The wastewater generated by this project will be conveyed
through a proposed gravity system and then enter WSACC's system at the existing 18-inch Fuda Creek Interceptor.
WSACC acknowledges it has or will have capacity for wastewater from the proposed development based on
information provided by Town of Harrisburg using North Carolina Department of Environmental Quality (NCDEQ)
wastewater flow guidelines.
The WSACC Capital improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the future.
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing bodies,
regulatory approval, and funding availability. The list and schedule of CIP projects are tentative and are revised
periodically to reflect changing conditions and needs.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify WSACC,
in writing, when construction of this project is initiated. This sewer capacity allocation may also be cancelled
pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to N C.G.S.
§162A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Tom Polito/Harrisburg
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources.
Flow Tracking/Acceptance for Sewer Extension Applications
(USE —04/16)
(WSACC USE ONLY) Caldwell Townhomes
Section 1. Narne of wastewater treatment facility (WWII) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0136269
Muddy Creek Wastewater Treatment Facility -- Permit tfrsiCOD8162l
WWTP fact lily' s Rermitted flow, MC.JD 26.500
Estimated oh tigated flow notyet tributary to the WWIP, MUD 1,792
11/Ty facility's aental ays. daily flow, MGD 20,07 (75.74% of permit')
Total flow for this specific request,. MGD 0M24
Total actual and obligated flows to the facility„ MGD 21.886
Percent of permitted flow used 82.59%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Purnp Station
(Name N tanher)
I Awer Rocky River RS
(Al (13) (C) Ey.=(,A.0)
ClIPacilY* Design A strageDat ly Flo,s r',-* Approx. Current Obligated, Not Yco Total Currtmt Rowe , A.„„ailabie
m(4) :Firm4.10 Average Daily Flow TrOhotoory Datly FIC1W Plus Cthlogated Flow 0,ss
MC 0 NIGE„) MC,0 NIGLS
MGD
37 000
14,800
10,541
1_338
*'Ihe Firm Capaciry of any pump station is defined as the marirnom pumped flow that can he achieved with the largest pump taken nut of service.
**Design Average Daily Flow is the firm capacity of the. pump station divided by a peaking factor not less than 2,5,
Planning rise Addendum shall he attached for each pump station located between the project connection point and the WWII' where AvailahleCuparity is -t th_
Section 111. WSACC Certification Statement:
1.11ininas Hahn PE., certify to the best (Amy knowledge that the addition of thc VOID= of wastewater to he perrnitted
in this project has been evaluated along the route from the connection to the WSACC interceptor 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. -Ellis certification applies to those items listed above in Section I and Section 11 plus all attached planning
assessment addendums for which I am the responsible party,. Signature of this turns indicates WSACC's guarantee of
capacity for this wastewater flow, Notwithstanding the guarantee of capacity, WSACC does not make. a commitment to
service this wastewater flow until a building permit is requested through the Caban-us County Building Inspections
Department and WSACC receives payment of the System Development Fee,
jV 's .'ng • 'jai Signature

State of North Carolina
DepartmentI)epartnient ot Environmental Quality
Division of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications,
(FTS17, —01 /14)
(JURISDICTION USE ONLY)
jurisdiction Requesting Flow Acceptance for Collection System:
LiCity of Concord
it of Kannapol is D 'Iown of 1 1arrihur L j10 ol lV11, Pleasant
ECharloftc \1ehlenburL t ltilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Caldwell Townhomes
Description: Approx.. 1.,471 LT of proposed 8" myity sewer including 10 manholes to serve 67 sinle-family
To mhome lots. The roiosed sanitary sewer will tie into the existing 18" .Fuda Creek. Interceptor between existina
manholes (112772 and 012770.
24,120
What is the quantity of flow that will be discharged?
Flow type:
Domestic 100 % Commercial
Lil Industrial
Section - Lkt the Jurisdiction's pump stattoti1. Located between the project connection point and the WS.ACC
Interee tor connection_poinL
Pump Swim Yam Capacity "
(Name or Number) MGD
(A)
,,,,,-erage Daily Flow "
ti Finn/pi)
NIG11
(,[3) (I) (13÷C)
ApprOX„ C11190,111 Obhgatett Not Vta '1.ti11ti1 Current Flow
Astilt.tils!C Daily HOIN Tribuituy Daily Flow Pluit ObligaiCa HOW
D MG D MG!)
A-11)
Available
Capacity."
AKA/
* The Finn Capacity of Any pomp station is delmed as ate maximum pumped flow that can be achieved with the largest pump taken mit of SerViCe,
"'Design Average Daily How is the arm capacity of the pump station divided Ity a peaking factor 0111 less ilia1 2n5,
...A. Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWII" where Available Capacity is sti
Section 11. Ju risd lc tion 's Certification State er •:
Rob Donharn , certify that, to the hest of my knowledge, the addition of the volume of wastewater to be permitted in
this project has been evaluated along the route, to the receiving WS.ACC interceptor; and the flow from this project„is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the -receiving WSACC interceptor normal circumstances, given the implementation of the planned improvements identi tied in
the planning assessment where applicable. 'T.his 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 Section I plus all attached
planning assessment addendtims for which, to the hest of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow,
e; ,
e's
,Jurisariction's Signing (ffficial Date
Revision Date: OW09.11 3

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COINTY
Jurisdiction Requesting Flow Acceptance:
EjCity If ConcordCity of Kannapolis afown of Harrisburg LI 1 wn of\lt1Ieasant
Lj]Charlotte Mecklenburg Utilities
Project Tide, Description, and Number of Lots/Unit:
Project Title: Caldwell Townhomes
Description: Approximately 1,471 1 of proposed 8'" gravitv_sanitin sewer including 10 manholes to serve 67 sirigk-
family townhome Ints, The propocd sanitary sewer will tie into the existioo 18" Fula Creels Interceptor between existing
manholes 012772 & 012770.
Date:
*Number of Lots: 67 OR *Number of t nits: *Must be included in request.
Where will the new line be connected:
Directly into a WSACC Interceptor
• Into the Jurisdiction's existing collection system
into a private line
Describe the location of the tie-in line to which the new seer line will connect: The proposed 8" sanitary
sewer will connect to the existi 0 18" Fuda Creek Interceptor between existing manholes 012772 & 012770
via a 5' doghouse manhole with water -tight lid 2' above existing grade.
Which WSACC interceptor w•ill the flow ultimately be discharged into: Fuda Creek hitercep•tor
What is the WSACC Manhole number that the flow will be discharged into? 012770
What is the quantity of flow that will be discharged? 24,120 CPD
Flow type:
Z1 Domestic 100 (Vo ft Commercial industrial
Name of wastewater treatment facility (WWTF) receiving., wastewater:
Rocky River Wastewater 'Treatment Facility — Permit #NC0036269.
Muddy Creek Wastewater Treatment Facility Permit #NC0081621
Design drawings of new lines will be submitted to WS,ACC withthe request for ac,ceptance. Drawings can he submitted
as a digital file (DWG) or dis•tanceand bearing starting with the tap on existing. infrastructure,
If the new line is to connect directly into a WSACC interceptor, detailed drawings including Specification of the tap, Will
be required before flow acceptance will be provided.
Mark.l.„..omax at '704-786-1783. ext. 23 1 must be notified 48 hours in advance of a connection into a t.'."C interceptor.
WS,ACC will inspect connection before, during. and after completion.
If construction iS not started within two (2) year from the date of approval of the fThw acceptance Or this project, the.
approval is rescinded and a second request and approval will he required for the project.
WSA
WSA.C.0 USE ONLY:
DATE:
Current sewer model shows an Interceptor as being sureharged south of the manhole in question.
• Approved
LI Current Sewer Model shows:
Not Approved

9 t.'ix:.,C l V N
YARBROUGH-WILLIAMS & HOULE, INC.
Planning • Surveying • Engineering
NCBELS C-0475
SC COA332
Date: August 22, 2019
To: W. Corey Basinger
NCDEQ-DWR- Water Quality Regional Operations Section
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: Caldwell Townhomes (Longfield Townhomes)
Wastewater Collection System Extension Permit
Partial Certification
Approximately 691 L.F. of 8" sanitary sewer (Manholes 1-6)
NCDEQ Permit Number: WQ0040141
I, Vincent G. Keene, as a duly registered Professional Engineer in the State of North Carolina,having
been authorized to observe periodically the final construction of the referenced project, hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built with substantial compliance with the
approved plans and specifications. The partial project construction record drawings and partial
certification of this work is attached.
Thank you for your assistance.
If you should have any questions or need any additional information, feel free to give me a call.
Sincerely,
Vincent G. Keene, P.E.
President
730 7indsor Oak Court, Charlotte, NC 28273 P.Q. Box 1198, Pineville, NC 28134 • 7O4tr556.199O fax [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
RECE] EDIN COIF NiVDYYR
PERMITTEE: 'IOWN OF HARRISBURG
PERMIT WQ0040583.
PROJECT: CALDWELL., 'TOWNIJOMES
ISSUE DATE: JANUARY 29, 2019
WOR OS
Mc.")ORIESViLL.E: ()FP K•
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition '7 of this permit until the Division has received this Certification and all required supporting
documentation, it should be submitted in a manner thatdocuments the Dion's receipt, Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page 'looter
Any wastewater 'flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall he considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIF.' CA FIOTN
1, the undersigned agent for the Pennittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional F.7:ngineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
•
Printed Name, rale
ENGINEER'S CERTIFICATION
Date
VitiLEk4_11 _C? —_KeE NI as a duly registered Professional Lrineer in the State of North Carolina,
having been authorized to observe (E periodically, weekly, LJ fttlt tirne the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation ofthe construction such that the construction
was observed to be built within su.bstantialcompliance of this permit; 15A NCAC 02'F; the Division of
Water Resources* (Division) Gravity Sewer :Minimum. Design Criteria adopted February 12, 1.996, as
applicable; the Division's Minimum Deign Criteria for the Fast - Track Permitting of Pump Stations and
Force 'Mains adopted „lune 1,. 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final Partiat (include description)
Certification C'omments/Qualifiers (attach if necessary):
pi -AL CER:riFICATIOPU Fog
6,9 I LF,oF B" e-)zforrl SArurificiN E--`1'1612-
(ivliz\ts.yrio1E.&
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone.: [phone] FAX [phone]

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 021.0116.
RECEIVEDINCDENRIDWP,
Certifying Engineer:
Certification Review Date: 00)12'2.11
Project Name: C,A(.00.JE-Ci.- 'TOtAimi-loavlec 1\-*Fi E- . ,„,...`)RE,S\RLLF REG NAL 0 PPICE
WQOO LlO.5S3 Project County: CFI 64 OVS u /V T
I ) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to 1-10A/P0A, etc. Yes J No
If yes, please provide either a change of ownership loan or new contact information. Note
permits from the developer to the 110A/P0A must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? J Yes No
3) Final Engineering certification? Yes
No
SEE IT cate-R. Le-rie-g›)
f
If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, vvhat was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: Yes L. No LJ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inehes for public lines and 6-inches for private lines,
• Manholes have been installed: At the end ofeachline, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall he 4 .feet (48-inches).
5) Adequate information related to pump stations: —1 Yes I I No N/A
Ensure power reliability option was selected per I5A NCAC 02T0305(h).
6) Was project construction completed in accordance with all of the following: Yes No
N/A
• 15A NCAC 02T, Minimum Design Criteria (MD() for the permitting or Gravity Sewers (latest version), and
MDC for the Permitting of Puinp Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02-1.0105(h), prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
•The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the pemiit. either via a special condition or a supplementary letter, A copy of the
reissued permit with variance language or the variance letter must he maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC
0402.(2))? L Yes
No
If yes, ensure that the permit already contains the necessary condition related to high priority lines I5A NCAC
02E0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Pennit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/t)pe of 'connections)? I Yes No
If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

Low Pressure Air
Project Name iV,,A.),(4)4/24J'Ale";,.5,
Contractor
Location
Starting Ending Diameter
r e Manhole inches)
uIV,attre Knakaors repnaantaliel
st anc
12.A.)e
Length
(feet)
3„5
'11F
dak,
1")421f
Test
Time
(minutes)
e-t F4rm
—7-------
L_______
_Press
Groundwater Start
Adj. (psi2) , (PsiR)
Witnessed by Contractor
a'r
prfrled .fra,
s3grmure
Diop
(psj2)_
Pressure Mandre
Pass/Fair Pass/Fail

0
z
CD
J
a
0
0

ass by Contr cSc

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02 .0116.
Certifying Engineer:
Certification Review Date:
Project Name: DWELL— LAjgkif-i0 IVES LONC_flE LC) -To
WQ00 Li Se;r Project County: CPiep, ezus coo Nrp.1
1) Has permittee information changed since the permit Was .issued (or last modified): change of mailing address,
2)
change of OW nership, transfer from developer to HOA/P0A, etc. J Yes No
If yres, please provide either a change of ownership form or new contact information, Note that transfer of
permits from the developer to the HOA/P0A must occur with the first certification.
as -built drawings have been sig.ned, sealed, and dated by an N.(. PE? Yes LJ No
3) Final Engineering certification? J Yes J No
• If Partial Engineering certification, provide detailed narrative including what is being certified in th.e current
phase, what was previously certified (ifapplicable), and what is left to be certified,
4) Adequate information related to sewer lines: Yes L No Li N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end °leach line, at allchanges in grade, size, or alignment, at all
intersections,. and at distances not greater than 425 .feet;. minimum diameter shall be 4 feet. (48-inches).
5) Adequate information related to pump stations: 7 Yc fl No N/A
• Ensure power reliability option was selected per 15A NCAC 02T,0305(h).
6) Was project construction completed in accordance with all of the following: Yes P No N/A
• 1.5 NCAC 02T, Minimum Qesign CriteriaAMDC1for the pertnittins,,o iravity_' Sewers (fjatcsr ersk.m.), and
MDC for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15,A NCAC 021.0 0511h),, prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and it approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with. variance language or the variance letter must be maintained. with the original documents.
7) Does the project contains high priority lines (15A 'NCAC 02T .040,2121)? [1 Yes l No
• If yes. ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language,
8) Are Penult rinxiifications are required fOr any changes. resulting in non-compliance with this permit (including but not
limited to pipe length changes of or greater, change in flow, pump station design capacity design change of 51.1/0 or
greater, and/or change in the number/type of connections)? Li Yes
• If yes. a pennit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

PECt.TVCONCUITNR,,,oviR
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMMEE: TOWN OF 1 IARRISBURG
PERMIT #: WQ0040583
PROJECT: CALDWELL TOWNHOMES
ISSUE DATE: JANUARY 29, 2019
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt, Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address .noted in the page footer.
Any wastewater :fiow made tributary to the wastewatercollection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pei -mince to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERM trrEr.' s CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
thc applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
cl,ktD. )t,kocqovi 1-)c. _CLOt,
Printed Name, Title
attire
ENG 'NEER'S C ERTIFICATION
6 17 Date
1, rl, G +1, • , 44a dui; registered Professional Engineer .. the State of North Carolina,
having been authorized to observe (51 periodically, El s,veekly, construction of the
project name and location as referenced above for the above Permittee hereby state that, to the hest °fray
abilities, due careand diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; ISA NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Per -mining of Pump Stations and
Force Mains adopted June I, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wisignature & date: r
Final
Partial (include description)
Certification Comments/Qualifiers
(
p
ch if necessary):
6-44-15'67.
7637
-GT1
/
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Low Pressure Air Test and Mandrel Test Form
Protect Name VsLk
Contractor .1-7e7 /,,/;;"7 9 et
Pipe
Endi - DRrne& Length
Manhole c (feet)
7
Test
Time
(minutes)5
Groundwater
(psiq)
Witnessed by Contractor
SigIMMO
Pressure Mandrel
Drop Pass1Fall Pass/Fail
(Psig)

YA.RBROUGH-WILLIAMS & HOUL
Planning 5urve in • Enga ee is
N CIE LS C-0475
Date: November 1, 2019
To: W. Corey Basinger
NCDEQ-DWR- Water Quality Regional Operations Section
610 East Center Avenue, Suite 301
Mooresville, NC 28115
NC.
Re: Caldwell Townhomes (Longfield Townhomes)
Wastewater Collection System Extension Permit
Final Certification
Approximately 1,468 L.F. of 8" Sanitary Sewer (Manholes 1-10)
• Manholes 1-6 Previously Certified [691 L.F. of 8" Sanitary Sewer]
• Manholes 7-10 Included in this Certification [777 L.F. of 8" Sanitary Sewer]
NCDEQ Permit Number: WQ0040141
I, Vincent G. Keene, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically the final construction of the referenced project, hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built with substantial compliance with the
approved plans and specifications. The partial project construction record drawings and partial
certification of this work is attached.
Thank you for your assistance.
If you should have any questions or need any additional information, feel free to give me a call.
Vincent G. Keene, P.E.
President
ndsor.' Oak Court,
NC . S " R. . Box 1198, Pinevili NC , 4 # 7 4
704.5)6.050

anhole Vacuum Tes
Project Name, �* a' Contractor
Test
Time
COND
Form
Pressure
10'
1©'
10'
10'
1©'
10'
10'
10'
10'
10'
10'
10'
10'
WWitr9gs51Ar„t by Contractor
Pass Fail