WQ0022374_Regional Office Historical File Pre 2018 (2)

ROY COOPER.
Governor
Resources
EMI AL OVAL -STY
November 1, 2017
Mr. Wilmer Melton, III, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
Dear Mr. Melton:
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0022374 MODIFICATION
City of Kannapolis
Bridges of Cabarrus - Apartments
Wastewater Collection System Extension Permit
Cabarrus County
This permit will nullify all previous versions of permit no. WQ0022374.
In accordance with your application received October 30, 2017, we are forwarding herewith Permit No.
WQ0022374 MODIFICATION dated November 1, 2017, to the City of Kannapolis (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Permit No. WQ0022374, previously named Reserve at Creekside, was originally issued on March 14,
2003, Due to additional flow and an increase in the size and length of the gravity sewer, this
modification to Permit No. WQ0022374 is issued November 1, 2017, The Modified permit voids all
previous versions of Permit No. WQ0022374.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must 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.
It shall be the responsibility of the Permittee 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 §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
State of North Carolina I Environmental Quality $ Water Resources Water Q+raiity l2rSio
Mooresville Regional Office' 610 East Center Avenue, Suite 301 !Mooresville, Noxtlt C
704 663 1699
ions

if any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 1506 of North Carolina General
Statutes, and filed v ith the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,_ NC
27699-6714, Unless such demands are made, this permit shall be final and binding:
if you need additional information concerning this matter, please contact Ori Tuvia at (7c14 S-210 or
via e-mail at orLtu is ncdenr, o ,
Sincerely,
.by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Brian Crutchfield, P.E, (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page of

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
City of Kannall
Cabarrus County
for the construction and operation of approximately 269 linear feet of 8-inch gravity sewer (1,772 linear
feet in total, 1'503 linear feet have been previously permitted), and I49 linear feet of 16-inch gravity
sewer, toserve 144apartments (4%one bedroom, 84two bedrooms and 1Qthree bednooms),Clubhouse
and a maintenance/ car wash building as part of the Bridges of[abarrus ' Apartments development.
Additional flow of3,2]DGPQ is permitted (previously permitted 37,4408a||ons per day) into the Water
and Sewer Authority of Cabarrus County's existing sewerage system, pursuant to the application received
October 30, 2017, and in conformity with lSA N[AC JT; 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 l, 2808, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered apart ofthis permit.
Permit No.VVC0UI2374 previously named Reserve at Cnaehoida,was originally issued onMarch 14,Z8O3,
for 1,503 linear feet of 8-inch gravity sewer; and the discharge of 37,440 GPD.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the spedfied
conditions and limitations contained therein.
bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division nfWater Resources, N[DE[\
Permit Number:
Permit Issued:
WQ0022374MODIF|CATIgN
`

�UU��U���������������K�F�����������
~���� ru.u~o�vw.u�u o�� PERMIT x����o.o� .�n"o_m~o
City of Kannapolis'8hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall betreated inthe Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facilityin accordance with Permit Number
N[0036I69.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15ANCA[IT the Division's Gravity Sewer Minimum Design Criteria adopted February 12' 1998,as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump 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 Pe,nnittee'o 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.
SPECIAL CONDITIONS
1. No Mow in excess of the quantity permitted herein, 40,670 GPD ( 37/440 GPD were previously
permitted, 3'230 GPQ additional flow), shall he made tributary to the subject sewer system until an
application for permit modification for an increase in Moxv has been submitted to and approved by
11. STANDARD CONDITIONS
1. This permit 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 Pemnittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials axmay bmappropriate, The approval ofthis request shall beconsidered mnits
merits and may ormay not beapproved. [15ANGACO2T.0104;G.Sl43-215.1(d3)]
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCA[ 2T the Division's Gravity' Sewer Minimum
Design Criteria adopted February lZ,1996,asapplicable; 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.01101
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1SAN[A[U2T.O11Q]
4. The wastewater collection facilities shall be properly maintained and operated atall times, The
Pemniltee 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)l:
Page 4 of 8

m. The sewer systemshoUbeeffectkely maintained and operated atall 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 operationand maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
d. Pump stations that are not connected to a telemetry system shall be inspected everyday (i.e. 365
days per year). Pump stations that are connected tv ate}pmetq/ system shall be inspected at
least once per week.
e. High -priority sewer lines shall bainspected atleast once per every six -months and inspections are
documented.
9.
A general observation of the entire sewer system shall be conducted at least once per year,
Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC28 .0506b/\, and public notice shall be provided o»required by North Carolina
General Statute §143-21S.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection syx1enn4 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 atleast bi-
annual distribution of grease education materials to users of the collection system by the
perrnitteenrits representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (Z)
ofthis Subparagraph ifnecessary toprevent grease -related sanitary sewer overflows.
i Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
i Documentation shall be kept for Subparagraphs (a)through (i)ofthis Rule for eminimum ofthree
years with exception of the map, which shall be maintained for the life of the system.
. The Pemnbtee shall report by telephone to a vvate, resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence orfirst knowledge of the occurrence ofeither ofthe following:
Page 5 of 8

a. Any process unit failure, due tqknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage m,breakage, etc.;or
b. Any S5Oand/or spill over 1,0OOgallons; or
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also bereported to
the Division of Emergency Management at telephone nunnber(G0J) 858~0368 or |919> 733'3308.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form [S'S5O (or the most current Division approved form\within five days following first
knowledge ofthe occurrence. This report must outline the actions taken mrproposed to betaken to
ensure that the problem does not recur. Part ||ofForm [S-SSO(or the most current Division approved
form) can also becompleted to show that the SSOwas beyond control. [G.S. 143-215.2C(a1)]
6. Construction of the gravity sewers, pump stations, and force, mains shall be scheduled so as not to
interrupt service bvthe existing utilities nor result inanoverflow orbypass discharge nfwastewater
to the surface waters of the State. [15ANCA[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 submitted with the required supporting
documents tothe address provided onthe form, Acomplete certification isone where the form is
fully executed and the supporting documents are provided esapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered m violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions.
If the permit lmissued tmmprivate entity with mn OperationalAgreement, then a copy pYthe Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appnmpdmtm|w
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification is one where the form isfully 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 ofsewer lines, & force
mains) of the wastewater collection system extenoion. Final record drawings sbomk1 be clear an
the plans or on digital media (CD or CWD 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 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 o, pump, include travel
dmeframes, shall beprovided.
c Changes hothe projectthat donot result mnon-connp||ancewith this permit, regulations, orthe
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
inthe space provided, orimwritten summary form,

Prior toCertification (Final orPartiaU: Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases qf596or greater, and increases inthe number/type of
comnecLions),regulations, mrthe Minimum Design Criteria. Requested modifications orvariances to
the K4lninnunn Design Criteria will be reviewed onacase-by-ca»ebasis and each onits own merit.
Please note that variances to the Minimum Design Criteria should berequested and approved during
the permitting process prior toconstruction, After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification8k
activation. [15A NCA[02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer M|n|rnurn Design Criteria shall not be acceptable and shall not be certified until
corrected,. If there is an unforeseen obstacle in the file|d where all viable 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 fec. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A 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 02T,01161
11 Failure to abide by the conditions and limitations contained in this permit; 15A 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 9enni11eeto an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-Z1S.6Athrough §143-315.6[,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A N[4C0lT .8104; 15A NCAC 02T
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required bvthis Division, such asthe construction ofadditional orreplacement facilities.
12, The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, orordinances that may beimposed bvthe Division any other Federal , State,
Local government agencies which have jurisdiction orobtaining other permits which may be
required by the Division Vrany other Federal, State, of Local government agencies. [G.5. 143'
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
CITY OFKAWNAPOL|S
N8Q0022374kNC)D|F|CATkON
BRIDGES OFCA8ARRUS,-APARTMENTS
November 1,2O%7
This project shall not be considered complete nor allowed to operate in accordance with 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
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system e�ension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pcrmitteeto
appropriate enforcement actions. The Pmrmittee is responsible for tracking all partial certifications up
until efinal certification isreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
PERMITreE'sCERTIruCATION
[ the undersigned agent for the Pemnittne,hereby state that this projecthaobeennnn3tructedpwrsuant
tothe applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Pmrmittee, and the Pann|ttee is prepared tooperate 8L maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
as a duly registered Professional Engineer in the State ufNorth Carolina,
having been authorized to observe (0 periodically, F-1 weekly, full time) 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 NCACO2T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
l996,aoapplicable; 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,
North Carolina Professional Engineer's Seal w/si#natune8kda1e:
_
Final |partial(imclude description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1am4m"m"mQuality | Water ncsou"w°|Water QuatityRegional, Operations
M"*""xleRegional mfficv�',+mm*Center Avenue, Suite m/iMooresville, North camoinom//5
m^mam99

Water Resources
ENVIRONMENTAL QUAL ITV
June 7, 2018
Mr. Wilmer Melton, III, Director of Public Works.
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081.
SUBJECT: Partial Engineering Certification Acknowledgement
Bridges of Cabarrus - Apartments.
Permit No. WQ0022374
Permitee: City of Kannapolis
County: Cabarrus
Dear Mr. Melton:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Intertm Director
The Division of Water Resource's Mooresville Regional Office received the partial engineering
certification with record drawings for the subject sewer extension project on 6/6/2018. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. :However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. if you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter 'because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete :Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.nedenr.oreweblwq/swpfps/csipnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuvia@ncdenr,gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, I)EQ
cc: Misty Lippard, PE (E-Copy)
Central Files, MRO (Laserfiche)
State of North Carolina Erwiromental Quality 1 Water Resources
610 E. ";:seinier AvEenue, Sunie 3Ci Miemiesville, NC al
704-663-1.699 interact. WWW neiknr gee

FAST TRACK SEWER ENGINEERING aRTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
CITY OF KANNAPOLIS
WQ0022374 MODIFICATION
BRIDGES OF CABARRUS - APARTMENTS
November 1, 2017
This project shall not be considered complete nor allowed to operate in accordance with 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
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be 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, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, 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.
Hi‘i Ref M4r, )1111 .1 ir CtC
7 n
Printed Name, Title
I (.1,1)11C, II,00
/
Signature Date
ENGINEER'S CERTIFICATION
1, BRIAN V, CRUTCHFIELD , as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (E( periodically, IJ weekly, LJ full time) 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 Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date;
[1] Final El Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina Environmental Quality I Water Resources Water Quality Regional Operations
Mooresville Regional Office 610 East Center Avenue, Suite 301 Mneresville, North Carolina 28/ 15
704 663 1699

une 201
North Carolina Department of Enironnntl Quality
Mooresville regional Office -- rater Quality Section
g East Center Avenue, Baits 301
Mooresville, North Carolina 28115
Pa: Bridges of Cabarrus — Apartments — Was at r System Ext.
0022 74 Partial Certification
City of l annapolis Cabarrus Cout ty
Dear Sir gar adorn:
Please fired attached a copy of the Partial record Drawings and Partial Fast Track
Engineering Certification for the Bridges of Cabarrus — Apartments Permit No.
WQ0022 74.
Please call me at 7'04-92 -42 9 if you have any duestions,
Sincerely,
list( 1 tabard, P

S.� NCAC 02T .0 0
Dlvlsbn of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
TRACIr SEWER SYSTEM EXTENSION APPLICATION
FHA 04-16 & SUPPORTING DOCUMENTATION
Applicttriean Nttother.
11
APPLICANT INFORMATION:
(to be complct
be completed or the application will be returned
1. Applicant's .name: City of Kan (Tubs (company mtstaietpain I1.OA, utility, etc
2. Applicant type: Individual ❑ Corporation
Q Federal © State/County
3, Signature authority's name: Wilmer le ltc n,111 per 15,A,
'Title: Director of Public Works
4e Applieant's mailing, address: 401 Laureate Way
City: Kannapoiis State: NC'
Applicant`s contact information:
Phone number: [phone] Lrnail Address: wrnelton(ii:kannalsol,isnc.gov
(I General Partnership
a
Q Privately-Owneed Pub 1
❑ Other
PROJECT INFORMATION:
1, Project name: €3ridg,es of Cabarrus
?. Application/Project status: LJ Proposed (Ne Perttait) Existita Permit'Project
If a onodtfication, provide the existing permit nurnher: WQ0022374 and issued date: 3 14'03
If new construction but part of a ttaaste r plan, provide the existing permit number: WQOO
3. County where project is located Caharrttti
4, Approximate Coordinates (Decimal Degrees): Latitude: 33a582563 Longitude:-85,553153
5. Parcel ID (if applicable): 5612-85-I8921, 51il2 6 5
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Proths,ional Engineer: Brian Crutchfield License Number 34288
Firm: Timmons Group
Mailing address: 2030 South Tryon Street, Cuitc 3C
City: Charlotte State: NC
Phone number: [phone]
Zip: 2K203-
Email Address
Han .crutchtieldra timntotas
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Waste voter Treatment Facility Permit Number, ltw'O )a6269
Owner Name: City of'Ka:nnapolis
RECEIVING DOWNSTREAM SEWER 1NFORMa ►TION (if different than WWTF):
1. Pennit NuonherO: WQ
collect.
Owner iriame(s):
Down.streana (Receiving) Sewer Size:
tatoioar"(st.I.i[ li�:tl?l:i: W'QCS
ETA 04-1. 6

GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
Yes flNo NA
If the .Applicant is a Developer of lots to he sold, has a Developer)perational Asieement been .ittached?
Yes 0No JNIA
If the Applicant is a I1oj11e/Property Os:ners'.AssociaLion, has an C . orational Agreen-mo (1-'(„)RM: LI( )Al been. attached'?
4, Origin of ‘vastewaier: (check all that apply):
• Residential Owned
0 Residential Leased
0 School / preschool day care
O Food and drink facilities
O Businesses offices factories
0 \e flNo
N/A
O Retail (stores, centers, malls)
[1] Retail with food preparation/service
0 Medical / dental veterinary facilities
• Church
fl Nursing Home
Nature of wastew'ater 100 Domestic/Commercial Commercial
lf/0 Industrial (See I
k-is there a Pretreatment Program in effect?
6, Has a flow reduction been approved under Nt7.All/021 ,0 1 4(1)/,' LJ Yes
;. Ifesproside a copy of lbw reduction approval letter
7.. Summarize 'wastewater generated by project:
Ej Car Wash
Hotel find/or ,Motels
Swimming Pool /Clubhouse
LJ Swim,ming Pool Filter Backwash,
0 Other (Explain in, A(tachment)
Establishment Type (se
1 bedroom units
2 bedroom units
3 bedroom units
Main elm ice building/Car
Clubhouse
Daily Desiu Flow 4'1)
240 gal 'day
240 gal day
360 gal,day
1200 gaLday
250 gal plumbing fixture
gall
No. of Units
42
Total
low
10080 GPO
20160 GPI)
6480 GPD
1200.GPD
2750 GPD
GPD
40,670 GPD
a See 15.1. NCAC 02T ai • and :ca::2 liar caveats to wastewater design flow rates (i,e„ minimum flow: per
thscIIinit; proposed unknown II0O-residential development uses, public access facilities located near high public use areas,
and residential property located south or east ofthe Atlantic Intracoastal Waterway to he used as vacation rentals as defined
in C.O.. 42A-4).
b Per 15A NCAC 02T M 114(c), design flow rates for establishments not identified lin table 15,A NC,/ C 02Tal 14] shall be
determined using available flow: data, water using fixtures, occupancy or operation patterns, and other measured data.
8, Wastewater generated by project: 3,230 GPD (per 15A NCA( 02T ,Ol14)
Do not include future flows or previously permitted allocations
If permitted 'flow is zero, indicate why:
Pump Station nr Ciravity Sewer where flow will he permitted in subsequent permits that connect to this )uie
El Flow has already: been allocated in Permit Number:
DI Rehabilitation or replacement of existing sewer with no WOW flow expected
11 Other (Explain):
FORM: ETA 04-16
Page 2 of 5

11. GRAVITY SEWER DESIGN CRITERIA
1. Summarize gravity sewer to be permitted:
f App
car
e)
C 'AV.*
Section 11 & 111 ofthe .MDC fin Permitting of Gravity Sewers contains information related to design criteria
Section 111 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not .allowed and a violation of the NIDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & M (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION .INCLUDED IN THIS PROJECT
1. Pump station number or name:
2, Approximate Coordinates (Decima Degrees): Latitude: Longitude: -
3. Design flow orate pump station: millions gallons per day capacity)
4. Operational pointisi of the purrip(s): gallons per minute at feet total dynamic head (TOR)
5, Summarize the force main to be perm' ed (for this Pump Station):
Size (inches) Length (feet) Material
Power reliability in accordance with 13A NcAc o2T .o3o51.' :
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .03050)(1 )(B
Required for ali 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 galions per day:
EIJ Portable power source with manual activation, quick -connection receptacle and telemetry - 1.5A. NCAC 02.T
.0305(h)(1 )(C)
OF
Ej Portable pumping unit with plugged emergency pump connection and telemetry - 15.A NCAC 02T ,030:3th0 1)(C):
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,
lithe portable power source or pump is dedicatedto multiple pump stations, an evaluation °fall the pump stations° storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall he provided
in the case of a multiple station power outage,
FORM: ETA 04-16 Page 3, of 5

SETBACKS & SEPARATIONS — (02B .0200 &ISA .NCAC 0211.0305(10):
1. Does the project comply with all separations foundin l5ANCAC 02T .03054)
• 15A NCAC 02T.0305(1) contains minimum separations that shall be
Setback ,Parameter*
's d. b *ca
a sewers and .
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed
wer sewer
rovid.ed for sewer s
Reclaimed water lines (horizontal - reclaimed over er)
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11tnrnounded res used as a souice of drinkino water
"Waters classified \VS (except WS-1 or W'S-V), 13, SA, ORW,. BQW, or S13 from normal
high water:(ortideejevation) and vvetlandsTsee
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top siope ofembankinent or cuts, of .2 feei or more vertic
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
y
E] Yes
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 -feet
10 feet
5 feet
10 feet
36 inches
'? 15A CAC 02 [0305( g). contains alternatives where separations in 02T.0,105(1) cannot he achieved,
• **Stream classifications can be identified using the ,Division's NC Surface Water Classificat ions w ebpage
If noncompliance with 02Ii010:sji) _fill, see Section X of this application
No
Does the project .comply with separation requirement's for wetlands? (50 feet of separation) Z Yes LI No LI N/A
See the Division's draft separation requirements for situations where separation cannot he meet
7.- No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of area .s effected
3. Does the project comply with setbacks found in the river basin rules per 1.5A NCAC 02.1.1 .0200? N/A
• This would include Trout Buffered Streams per NCAC 2[1.0202
4. Does the project require CoVeragelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
information can he obtained from the 401 & Nu0er Par. Tig Branch
Lil Yes No
5. Does project comply with 15A NCAC 02'1".0.1051ch6) (additional permits/certifications)? Z Yes fl No
Per 1.5.1 NCAC fe1 o105(c)(1, 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 plaits, storm management plans, ere„).
ti Does this project incudc any sewer collection lines that are deemed "high -priority?"
Per 15A NC,AC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface wallets, siphon, or seer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
E] Yes LINo N/A
If yes, mci lnht,ntWith details for each line, including type (aer1a1 line, size, matcriai, and location),
ude an attacl
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,
FORM: FTA 04-16 Page 4 of 5

p!p, 11,
cumFICAT1ONS:
1, Does the submitted system comply with 15:::\ NCAC 02T, the Minimum Design Criteria for WIC Permitting of Pump Stations
and .Foice Mains 'Uitesi version)„ and the Gravity Sewer Minimum Desi,m Criteriit (latest ersion) as appl cable?
[I] Ves El No
If No: complete and submit the Variance:Alternative De,sign Request application V:A.DC r 0-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents,
2. Professional EI12 eer's ('ertification:
ssional Engineer ApplicationApplation 1ten 111.1.)
:attest that this ap
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 bestof my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Nlinimum ,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 nty signature and seal signifies that I have reviewed this material and
have judged it to he consistent with the proposed design:
NOTE In accordance with General Statutes 143-215,6A tmd 143-215.6B, any person who knowingly makes any false
statement, representation. or certification in any application package shall be guilty of a Class 2 misdemeanor: which may
include a tine not to exceed $10,000, as well as civil penalties up to 525.000 per violation:
North Carolina Professional Engineer's seal, signature, and date:
3, Applicant's Certification per 15A NCAC 02T .0106(b): / -
i , 4 E,1,(,,t--
(Signature Authority's native & title from Application hem I.
applicati
has been reviewed by me and is accurate and complete to the best of my knowledge, 1 understand that it' all required parts of
this a.pplication. are not completed and that if all required supporting documentation and attachments are not included, this.
application package is subject to being returned as incom.plete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be ioIated 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 1.43--21.5,6A and 143-2156B, any person who knowingly makes any false
statement, representation., or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $1.0„000 as well as civil penalties up .to 525,000 per violation.
Signature:
Date.:
FORM: FTA 04-16 Page 5 4:4'5

WSACC
13L,4001151A-# iC S at Sw 00451413tV12O7
Mr, Michael B. Legg
City Manager
City of Kannapol is
401 Laureate Way
Kannapolis. NC 28081
October 23, 2017
Subject: Flow Acceptance Request — City of tiannapolis
Bridges of Cabarrus
Dear Mr, Legg:
WATER et SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786,1783 • 704.795.1564 Fax
www,wsacc,org
This is an approval of the flow acceptance request received by the Water and Sewer .Authority of Cabarrus
County (WSACC) from the City of Kannapolis on October 18, 2017. 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 entitled Bridges of Cabarru.s, located off Carolina ,\enue 1 he
referenced project will serve a proposed development with 42 one -bedroom. units, 84 two -bedroom units, '18
three -bedroom units, a maintenance building / car wash, and a clubhouse, with a projected wastewater flow of
40,670 gallons per day. (gpd). The wastewater generated by this project will be conveyed through the proposed
gravity line, through an existing gravity system, and then enter WSACC's system at the existing 24-inch Three
Mile Branch Interceptor„ WSACC agrees to accept wastewater from the proposed development based on
information provided by Timmons Group (Civil Engineer for the, project) using North Carolina Department of
Environmental Quality. (NCDEQ) wastewater flow g,uidelines.
The WSACC Capita[ 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 It should be noted that the list and schedule of
CIP projects are tentative and are revised periodically to reflect changing conditions and needs.
If construction of this project is not started within two (,,.) yrears of the date of this approval, the approval is
rescinded and a second request and approval will be required, Please notify WSACC, in writing, when
construction of this project is initiated,
If you have any questions, please call me at [phone], extension 224,
Sincerely,
homas Hahn, PE
Utility Systems Engineer
cc: Misty Lippard, PE/Kannapolis
Wilmer Melton/Kannapol is
I3rian Crutchfield, PElTimmons Group
Michael Wt kon/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PEWS.ACC
Mark 1.-ornax/WSACC

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE --01/14)
(WSACC USE ONLY) Bridges of Cabarrus
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit 4NC0081.621
VOArIP facility's permitted flow, MGD
Estimated obligated flow not vet tributary to the WWTP, M(j1
WWTP facility's actual a„ daily flow, MGD
26.500
2.368
16.205 (6 I „15% of permit)
Total flow for thiss_._pecifie request, MGD 0.04 I
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
18,614
70.24%
Section IL. Pump stations along the route from the ,Ittrisdietion's connection point to the WWTP.
Pump Station
(Name or Number)
Firm Capacity *
IriGn
RRRWWTP MPS 55.440
tAl li:31 4.7) (D) =
E gn Avcruge Daily Flow ** Approx., Cari-ent Ctriigured, Not Ye k Ft ti Ciarroit Flaw
(binnlpil Avaragc, Daiiy Flow Tributary Daily Flow Plus Obligated HOW
MGT/ MCD MCD MCI)
4
.,,,„,,,i,, 76, 9.640 0.446 10.086
bt)1%-D)
Available
Capacity***
MOD
12.090
'fhe rim Capacity 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 How is the firm capacity of the pump station divided hy a peaking factor not less than 2,5.
“*A Planning Assessment Addendum shall be attached for each pump station located between the project connection mint and the %Awn, where Available Capacity is <0.
Section 111. WSACC Certification Statement:
It, J. Thomas Hahn, PE, certify that, to the best of my knowledge. the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; 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 treatmentplant under normal circumstances,
given the implementation of the planned improvements identified. in the planning assessment where applicablei 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 Section I and Section 11 plus all attached planning assessment
addendums for which, to the hest or my knowledge, will not adversely affect the downstream sewer capacity, Signature
of this 'form indicates acceptance of this wastewater flow.
;,4 7 '7's Signing ( 'cial Signature ate
Revision Dut..e 08/09./13

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: e:
DTity of Concord ECity of Kinip k Li 1 on of Harrisburg Town of Ali easant
EICharlone Mecklenburg Utilities
Project 'Title, Description, and Number of Lots/Unit:
Project Title: ,Bridges of Cabarrus—Project
Description: 'fileSitt jn.2r!no llans and specifications, as prepared and sealed b Brian Crutchfield, NCPE, with
Timmons Group, for .the wastewater collection system extension consisting of approximately 1772 (an increase of269.1
linear feet of 8-inch sanitary' sewer and 249,25 linear feet of 16-inch sanitary sewer with 18 manholes and other
appurtenances to ser‘e I 44 MI units located off/ OD Of Carolina Ave, with a wastewater discharge of 40,670 G.P.D,
*Nuniber of Lots: OR *Number of Units: 144 *Must be included in request.
Wihere will the new line be connected:
LI Directly into a WSACC Interceptor
LI Into the jurisdiction's existing collection system
fl Inter prate line
Describe the location of the tie-in line to which the new sewer line will connect: 'The proposed si,,tnitary sewer extension
will tie-in to the existing I 5-inch .sinitary sewer system, which extends to the 24-inch RCP WSW( Three Mile..Branch
Interceptor
Which WSACC Interceptor will the flow ultimately he discharged into: 24-inch .RCP WSACC Three Mile Braiuh
a
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +:- Node 018929
What is the quantity of llow that will he discharged? 40,670 CPD
Flow type:
Z Domestic El Commercial
Iyo
Li Industrial
Name of wastewater treatment facility tWAVILE) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of .new lines will be submitted 10 WSACC with the request for acceptance, Drawings can he suhiinttcd as
a digital file (DWG). or distance and bearing starting with the tap on existing infrastructure.
If thenew 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.
\lark Lomax at 704-786-1783, ext. 231, must he notified 48 hours in advance or a connection into a WSACCnitcrccptor
WSACC will inspect connection before, during, and afier completion,
If construction is not started within two (2) year from the date of approvalof the flow acceptance fin- this project, the
approval is rescinded and a second request and approval will he required fOr the project.
WSACC USE ONLY: DATE:
Lii Current sewer model shows all interceptor as being su charged nut1i of the manhole in question,
Approved Not ,A pprov ed
Lul Current SeWer Model shows:

Division of Water Rc
State of North Carolina
Department of Environment and Natural Resources
rces Division of Water Resources
HOW Tracking/Acceptance for SCWer Extension Permit Applications
(EISE -01/14)
(JURISDICTION USE MN)
Jurisdiction Requesting Flow Acceptance for Collection System:
ElCity of Concord Erity of Kannapolis — Town of llarrisburg LI
EiCharlotte Mecklenburg Utilities
Project Title, Description, and Number of LotsfUnit:
Project Title: Bridges of Cabarrus—Proicet
Description: The Site engt_neerkg plans and specifications, as pre rm
IilimonsCitottpfor the \vast:miner collection syz:stem extension consistimg of a
feet 8:inciLstnitsiityLsewer and 24925 linear feet of 16-inch sanitary sewer
serve 144 MF located offon of carolisake, with a wastewater discharge of !4()
What is the quantity of flow that will be discharged? 40,670 GPD
Flow .tpe:
El Domestic 100 '1/0LJ Commercial
ed
Pleasai
and sealed Brian Crutch-110d,, NCILLivititi
pproximately 177212n increa..se of 269°) linear
with 18 manholes and other rkportenances to
,67Q (Pp,.
EII Industrial
Section T - List the Jurisdiction's pump stations located bet\\ecn the project connection point and the WSACC
Interceptor connection point
Pump Station
Nuinhori
Firm Capacity "
Mt; D
(A)
Desivin A‘orage Daily Flow 4"
Ftim
MGD
(13)
Appioi3 GIST ellt.
Avcraile:'Diiily Flow
MGD
01:)
Oblqiimiiid, No! "i'(it
Tamar); Daily Flow
MCD
11) 0340
Total Ciairom How'
Plus (1)1)h)iili1
N1GD
Availablo:
Capacity"*"
MCP
The Firm (n puny of art, pump station is defined as the maximum pumped flow that Can be achieved with the largest pomp taken out of service_
"Desivi Average Datiy HOW iS the firm capacity of the pump station &sided by a peaking factor not less than 2..5.
Nanning Assessment Addendum shall be attacked for each pump station located between the. project inn or point and the WWII' Ns here Available Capacity h < 1.
Section H. ,Jurisdiction's Ceralleation Statement,:
1. Wilmer MeltorLIII, Director of ic W rks, certify that, to the best 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 WSACC interceptor; and the
flow front this project is not anticipated to cause tiny capacity related sanitarysewer overflows or overburden on any
downstream pump station in route to the receiving WS.A.CC interceptor normal circumstances, given the implementation of the
planned improvements identified in the planning rissessment where applicable. This analysis has been performed in accordance
with local established policies and:procedures using the hest available data This certification applies to those items listed above
in Section 1 phis all attached planning assessment addendums for which, to the best of my -knowledge, v 11 not adversely affect
the dowristrertitLar (.apacity. Signature of this :form indicates acceptance of this 'wastewater flow,
/0 -/e-17
i'lirisdiction's Signing Vjticuil Sigiicitiur 1)cde
Revision Dale: 1)87 3

North Carolina Department of Environmental Quality
Division of Water Resources
Permit Number:
Permit Type:
WQ0022374
Version: 1,Q
iJQflS & Pressure Sew_er Extansions.
Issued Date: 3/14/2003
Facility Name:
Facility County:
Facility Region:
Reserve at Creekside
Qabar_rus
Mooresville
Latitude:
Longitude:
Owner Information Details:
Submit a Permit Ownership Name Change form to DWR to make any changes to this Owner information.
See gttriatoortalaiodertr.orutureb/writtuoruipsiesitughz for form. Note that the owner is the legally responsible entity.
Owner Name:
Owner Affiliation:
Addressi:
Address2:
City, State & Zip:
Work Phone:
Email Address:
Permit Enginee
City of Kannapolis
Wilmer Melton
PO Box 1199
Kannapolis, ttc2E.Q51-1199
704-920-4200
wirielton(d'ci,kannapolis.nc,us
Environmental Consultant
Title:
Fax: [phone]
Name
Edward 1, Glass
Organization Name
Timmons
Phone
336-6.62-0411
Email
Permit Events
Event Description
Permit issued
ilata
3/14/2003
Permit Comments (including all prior versions)
Date Comment Text
Version
1,00
$ of an tripineedup Cenifitatien (Partiet and/to ihruri) is required prior to operation of the
Pag

Feb ruary 20 700'
NC Div of Environment & Natursot
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Venter
Raleigh, Forth Carolina 7699-I617
ces
Re: City of Karmapolas
Deserve at Creekside Sewer Extension
C7abatrrus County
fear Sir or Madam:
1
Please find attached for review and approval the original and one copy of the permit application, the
processing fee of $400.00, the Watershed Classification Form, and the letter from the meatier and Sewer
Authority of Cabarrus County stating that they will accept and treat the wastewater from this project. The
City ofl aann polls Standard Specifications for Wastewater Collections Systems were approved by your
office on August I I, 1993and are being maintained by the Division of Environmental 1ana. emcnt, This
project will be installed in accordance with the Water & SewerAuthority of Cabarrus County Standard
Specifications
l'lais project
This project
1 ,400 gpd,
alien csf approxittaate y f ,503l .
144 ut apartment cornple . The prC jecte
Please call me aat 704-9 9 i y°o1. have any questions.
Smear
y
Stepleat J. f3issinger„ RE,
Assistant City Engineer
0 01 Cab i ryas a s°cr
P.O. Box €193 ii rtna tayk fait 2899 f' 704.93
246 Oak Avenue Kannapoli NC 2f fi;4t
flow sanitary
law for this pi, e i
F 704.93t1 5319
yoft aetf Oti .e

2-20-02 CS-121902 RESERVE
ATE
12-20-02
CHECK
NUMBER
PT
CRE'KSIDE
24802
TOTAL >
NCDENR DIVISION OR 1ATER. QUALI
UNT
400.00
400.00
DEDUCTI
.00
PLEASE DETACH AND RETAN tR YOUR RECORDS
*zT#; rK•Wg4 TI-IE FACE OF THIS DOCUMENT HAS A COs0 PAcK6HOUVU ON WT PAPER
Bostic Brothers Construction
PO Box 7939'
Greensboro, NC 27417
336-387-7800
Pay:
*
**********************
PAY NCDENR DIVISION OF WATER QUALI
TO THE
ORDER OF
*Four hundred
Central Carolina Bank and Treat Car any
PO Box 931
Durham, NC 27702-0931
DATE CHECK NO,
December 20, 2002 24802
tars and no cents
FK THE HACK OF THIS DOGjliEF,T CONTAINS AN AHTlFICtA WATERMARK -HOLD AT AN 4e9t.At
0'0000 2480 211' 1:0531004t 51:37 LO 2458111'
400.00

S. Postal Service:
1617 MA
RALEIG
SERVICE CENTER
NORTH CAROLINA 27699-1617
State of North Carolina
Department of Environment and Natural. Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAO
(Pressure sewers systems are not to be included as part of this application package)
THIS FORM rt fAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL.
S
INSTRUCTIONS: indicate that you have included the following list of required application package items by signtng your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
touhrnit detailed lens ands a iiticatio s tanless ou resaond NO V,6. and/pr item IV. 0.
B. Attaehment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department c:fEnvironrnent
and Natural Resources (NCDENR),
D. Certificates of Public Convenience and 'Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the areato be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential ter commercial lots (e.g., houses, condominiums, townhomes, outparcels,
that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Irorm HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
F. Flow Acceptance Letters — If the owner of the downstream sewers and/or W1VTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewersfWWTI . The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter,
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLiNA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
RV Courier/Special Delivery:
512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUM ER: [phone]
FACSIMILE NUMBER: [phone]
For more r,tmfarmallow, visit our web site at: h2v.enr,statemc.us tdpu/
FORM: FTA 0,6/O0 Page '1 of 5

Application Number:
I. GENERAL INFORMATION:
I. Applicant's name (name of the municipality, corporation, individual, etc):
ru TI
(to be completed by DWQ)
2. Owner's or signing official's name and title (I5A NCAC 2H .0206(3));
\A)
3, Name and complete address of applicant:
P -C-ox
City: N
FORM: FTA. 06/00
Lt
Zip: 2- Ci)e)-2._-- 9c-I
Telephone number: ( 70'1 ) —4 ZOO Facsimile number: ( 76e-j ) 2.0-J Z44-
4. Project name (name of the subdivision, facility or establishment, etc.);
C-re-dCS
5. County where project is located: C& kkiri,..‘,1
6. Fee submitted: ,'S 4 4 CID (See Instruction C.)
7. Name and complete address of engineering firm: Ti AkvitQyt.
City: 42 LAzz, : AC Zip: Z ?
Telephone number: ( 3) 2-O/jj Facsimile number: (
8. Name and affiliation of contact person who can answer questions about application.
ECGOckrt._ C-51a v
H. PERMIT ThFORMATIoN:
1. Project is: new; modification
2. If this application is being submitted as a result of a modification to an existing pennit, provide:
existing permit number
3. Applicant is: V public private
If private, units (lots, townhomes, etc.) are: leased (Skip to EL); sold
If sold, facilities owned by a: public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
and the issuance date
111. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condon '-iiniums, etc.):
0-12a
2. Volume of wastewater generated by this project: 7 Lti-to gallons per day
3. Explanation.of how wastewater flow was d.eterinin.ed (15A NCAC 2H ,0.219(I)); ZU/_ 3 bed 'et
Lett o -/ b.ect.
4. Nature o va r: % Domestic/Commercial; %Industrial;
% Other waste - specify:
Page 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility:
b. If a pretreatment permit is required, has one been issued? IV Yes; No, If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
I. Brief project description:
2. Owner and name ofwastewater treatment facility (ww-cF) receiving wastewater (See Instruction F.):
f cto ptrart.-.7v,hvy-L2N2LTMrF
pLAA Nr-r-
3. W\VTF permit number (NC00***** orAliefFREEP 41: MC 00
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
So3 LR
6, Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and I 5A NCAC 2H .0200? v/- Yes; No. If no, please
identify criteria and explain:
7. Summary ofPUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
untp Opera
GP1V feetTDi
Reliability Option
Selected
FORM: FTA 06/00 Page 3 of 5

Su arj of ORCE 1 r to e permitted:
Diarrretr
(inches
List any eclu
Length
near feet)
e application or as
part of the Mirthrunn Design Criteria (e.., telemetry, hoist, odor e ntrol equipment, mechanical bar
screens, etc.):
rrrent being utilized that
specifically me r boned elsewhere i
10 De the subject pump stations and force mains comply with um Design Criteria for the Fast -
Track Penn"ttirr rfPrrrnp Stations and Force Mains document adopted June 1 2000 and ISA NCAC 1
,0 ? Yes; No. If no, please identify criteria and explain: _ ..
NOTE: I1'you responded NO t itenn I '.. and/or heist.. .10. above, two ('
of detailed planns, specifications, supporting information, and any tittle:
pertaintirng to the identified criteria should be submitted with tit
completed and appropriately executed application form,
FO FTA Page 4 of
optes
rils

CERTIFICATIONS
Professional Engineer's Certification:
r1
, attest that this application for r°-C 1'-t,f e.
has been reviewed by me and is
accurate, complete and consistent with the inform atictt in the engineering plans, 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 adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, 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 NC General Statutes 143-215.6A and 1.43-215.613, any person
who knowingly makes any false statement, representation, or certification in any application 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:
Applicant's Certification:
LTO
ttest that this applica
n fo
6126.--c-4S I D 1✓ 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 information and attachments are not included, this
application package will be returned to me as incomplete, Note: In accordance with NC General Statutes
143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application 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: G1-tA-• ~ Date: �.,..N.077 - 0:3
FORM: FTA Q6/00 Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHME
Any changes made to this form will result in the application being returued.
(THIS FORM NfAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
RECEIVED
DEC 3 1 2002
INEWONSE111
FX4101611.011PICE
To determine the classification of the. watershed(s) in which the subject project will be located, you are required to
submit this .fomi, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include an 8.5" by 1. I" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project.. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. if the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name (name of the municipality, corporation, individual, etc.):
0_12 K-,41111(tOla
2. Name and eomplete address f applicant: _
City:
Telephone number: (
State: C__ Zip:
Facsimile number: ( 70g,) ei3.3 —7
3. Project name (narne of the subdivision, facility or establishment, etc.):
veLJ,k
4. County where project is located:
5.'Name(s) of closest surface waters:
6. River basin(s) in which the project is located:
7. Topographic map name and date:
8. North Carolina Professional Engineer's seal, signature, and date:
TO: REGIONAL .OFFICE WATER QUALITY SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(s),
these activities will occur, as identified on the attach d map segment:
Narne(s) of surface waters and river basin(s):
Classification(s) (as established by .the EMC):
Proposed elassific.ation(s), if applicable:
River basin buffer rules, if applicable:
Signature of regional office personnel:
FORM: WSCA. 1.0/99
Page 1 of 2
priate river basin(s) where

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
February 17, 2003
Ms. Michael Mahaney, P.E.
City Manager
City of Kannapolis
PO Box 1.199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance
Reserve at Creekside Apartments
Dear Mr. Mahoney:
t Of8ce:232 Davidson Hwy,.
Concord, NC 20027
Mail to: RO. Box 428
Coned, C 28026-0.428
Phn 7437861 783.
Fax:704,795.1564.
This is in response to the City's request for flow acceptance received 1/30/03. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from the proposed Reserve at Creekside
Apartments development. WSACC agrees to accept wastewater from the proposed apartment
complex development based on the information provided by Timmons (Engineer for the Project)
using North Carolina Department of Environment and Natural Resources (NCDENR) wastewater
flow guidelines. The projected flow is 37,440 gpd; however WSACC expects the actual wastewater
flow to more closely approximate 26,000gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis acknowledges that WSACC may
need to upgrade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual flows dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 37,440 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $304,237.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,888,273 gallons of flow acceptance for the City of Karmapolis from.1992 to present and
37,440 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $15,344,106 for the City of
Kannapolis since 1992 .including $304,237 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current Capital
Improvement Program (CP) to increase available capacity. Projects on the CP are subject to
approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule. of CEP projects is tentative and may be
delayed by unforeseen circumstances:

)r Kannapoh5
Reseme at Creekside:A ar nts
February 17, 2003
Page 2 of
Cold r Lr .'rc k Par
date: 2003.
Rocky River Wastewater "f eattne
date; 2005.
plat
Phase, II will be constrt ctcd. Seheduled cc s plcttcn
be expanded to 4 nagd, SeheduScheduled completion
Please mote that i ' construction of this project is not stated within on yeas of the date of this
approval, the approval s reseindcd and a second req : st and approval will be required, Please
notify ACC in writing hen construction of this project initta.tcd.
ve any que tions, phase call me at 786-1783.
WSACC Enincrizg Staff
Jeff Moody, PE/City Engineer
.inecr
Wilnrer Mello annap lis
Edward Glass, PE, Timmons
urdock, ITi
Executive Director

Pubtic Wrks
October 27, 2017
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Bridges of Cabarrus - Apartments
Sewer Extension - Modification to Permit No. WQ0022374
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application along with the $480 processing fee for the above referenced project. Also enclosed
is the flow acceptance letter from the Water & Sewer Authority of Cabarrus County stating they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant
This Fast -Track Sewer System Extension Application is to modify the existing Permit No.
WQ0022374 that was issued March 14, 2003 for Reserve at Creekside, The proposed project is
now titled Bridges of Cabarrus. The projected sewer flow to be discharged for Bridges of
Cabarrus Apartments is approximately 40,670 god to serve 144 apartment units, a
maintenance/car wash building, and a clubhouse. This will be an increase in flow of 3,230 god
from the previously permitted 37,440 gpd. The gravity sewer to be permitted will be 1,772 If of 8"
sewer (an increase of 269 If of 8" from the previously permitted 1,503 If of 8") and 249 If of 16"
sewer.
The proposed extension will connect to the existing Kannapolis sewer system which extends to
the WSACC Three Mile Creek Interceptor. This wastewater collection system will serve the
proposed Bridges of Cabarrus,
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will be installed in accordance with these Standard
Specifications.
Please call me at 704-920-4219 if you have any questions.
H.)RL R: WORKS ,j.0 1 l„A.0 RL,ATE WAY KA NNA N..;) I IS, N.L. 28081
704- 920- 4200 WWW.KAN,\1'O1JSNJCGOV

Permit Number W 022 74
Prodsrn Category
Eton -discharge
Permit Type
Gravity Sewer Extenslon, Pump Stations, : Pr sure Sewer Extensions
Primary Rev ewer
orl.tuvia
Coastal SWRitle
Permitted Flow
40,670
Facility
Central Ellen APS SWP
11/1/2017
P rm t Tracking Slip
Status
Active
Project Type
Major modification
Version Permit Ctassif/cation
1.10 Individual
Permit Contact Affiliation
Facility Name
Bridges of Cab
Location Address
inner
ajar/Minor
Fac
y
t Affiliation
Region
Mooresville
County
Cabarrus
Owner Name
City of Kannapolis
Oat slEver
ones Type
Government - Municipal
erAffiliation
elton Ill
tF PUBLICWORKS
PCBox 1
Kannapo
NC 20811
Ong issue
3111003
App Received Draft initiated
10/30/2017
Regulated Activitls
Apartment complex
Car wash facility
Dutfall
Scheduled
Issuance
Public Notice
e
017
Requested /Received Events
Effective
1 f 111t117'
Expiration
Additional information requested
Additional information received
Watarbady N
arnindex Number
u-rr t Cla
Subbasin

The Bridges of Cabarrus, LLC
2723 Horse Pen Creek Rd Ste 105
Greensboro, NC 27410
PAY TO THE
ORDER OF
YADKIN BAD
4711 SIX FORKS RC STE 2E
RALEIGH, NC 27609
FOFi�_���.
(W211 /531