WQ0038569_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
July 8,2016
Crystal Panic4New Development Program Manager
Union County Public Works
5D0N.Main Street, Suite 4QO
Monroe, NCl811l
Dear Ms. Panico:
T MCCRk}RY
Governor
DONACl} R. VA DER V/\ART
��fary
S. JAY ZIMMERMAY4
Direwwr
Subject: Permit No. VVC0038S69
Union County Public Works
Walden Austin Village
Wastewater Collection System Extension Permit
Union County
in accordance with your application received June 27, 2016, we are forwarding herewith Permit No.
VVQ0038569 dated ]u|vD, 2016, to Union County Public Works (Permhtee) 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effective from the date of issuance until rescinded and shall he subject to the conditions and limitations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.
Please pay particular attention to the following conditions contained within this permit:
[ondkionN.l� This permit shall not be automatically transferable; a request must be made and
approved.
CondhknnHA:
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 tothe Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure tocomply may result inpenalties inaccordance with North
[omoUoa General Statute §143-215.6Athrnugh §143'I15.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, orlimitations contained lnthis permit are unacceptable, you have the right 10
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 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 K8aU Service Center, Raleigh, N[
27699-6714. Unless such demands are made, this permit shall befinal and binding.
State "eNorth r"°an3|snvim=riental Q"ab*I Water Resources ) Water Quality Regional o*mat°rm
Momm°urRegional office|mvLast Center Avenue, SLurrm1|mowm.il]".North Carolina m/m
7w/uaup*

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek Wastewater
Treatment Plant in accordance with Permit Number NC0085359.
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 Permittee's responsibility to ensure f 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 ' •
•
1. No flow in excess of the quantity permitted herein, 14,535 gallons per day, 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 permit is not transferable. In the event there is a desire for'the wastewater collectian,faciilities
to change ownership, or there is a name change of the Permittee; a -formal permit-regi.restshall 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.5 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A 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 materials unlessspecifically 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 8

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 (Le. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
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 15A 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
permittee 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 fora 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 [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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 breakage, 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
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 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 II 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)1
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 submitted 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 Permittee 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 be 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 purnp 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 be provided.
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.
Page 6 of 8

Prior to Certification (Final or Partial): 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 of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design 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 be approved, thus requiring replacement or repair prior to certification &
activation. [15A 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 be certified until
corrected. If there is an unforeseen obstacle in the field 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 fee. 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 .0116]
10. 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 Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §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. 115A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
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 by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and al! 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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

~
FAST TRACK SEWER ENGINEERING CERTIFICATION
Union County Public Works
VV[V30]8559
Walden Austin Village
July 8,2816
..
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. Kt
should besubmitted |namanner that documents the Division's receipt. Send the required documentation
the Regional 5upervisnr,Water Quality Regional Operations Sectiooat the address atthe bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior tocompletion
of this Certification shall be considered a violation of the permit and shall subject the Pennhtee to
appropriate enforcement actions. The Permi1teeisresponsible 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 ofwhether partials have been submitted.
PE,RMITTEIIEI"S CERTIFICATION
|, the undersigned agent for the Pemnbtce,hereby state that this project haobeenconstructedpursuant
to the applicable standardu& requirements the Professional Engineer below has provided applicable
design/construction information tothe PernitUee, and the Pnnmktee is prepared to operate &mmaintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
EmoamEsx'S CERTIFICATION
L , asad registered Professional E in the State ufNo�h[anoUna,
having been authorized to observe (—1 periodically, , — vweekk,�! 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, duo cane 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; 15M NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adapted February 13,
l996,asapplicable; the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations
and Force Mains, adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature &date:
Final — Partial (include description)
Certification if
State "fmortbCarolina |s=*ranunental Quality ) Water Resources / Water Quality o"lp"nalOperations
MooresvilleRegional Officel moLutCenter Avenue, State sox|M"=svilo,w"rdiCarolina zmu

State of North Carolina
Department of Environmental Quality
Division of Water Resources
I'5A NCAC 02T .0300 ® FAST TRACK SEWER SYSTEM EXTENSION' APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
d by DWR)
All items must be cn feted, or the application will be returned
APPLICANT INFORMATION:
I. Applicant's name: 'on Count (company, municipality, HOA, utility, etc)
�. Applicant type: [ .Individual El Corporation fl General Partnership El Privately -Owned. Public Utility
State/County L Municipal ,` `„
Federal
3. Signature authority's narne: Crystal 0 Panico, PE per 1,5r1 NC.A(/,Oyl` U)f)6(hj
Title:: New Development Manailer
4. Applicant's mailing address: 500 North Main St, Suite 400
City: Monroe State: NC Zip: 2.8112--
5, Applicant's contact information:
Phone number:: (704) 296- 4239 Entail Address: cwanicc'runipl enantync,gov
PROJECT INFORMATION:
1. Project name: Walden Austin Village
2. Application/Project status:
If a modification, provide the exist
Proposed (New Peru
'emit/Project
it number; W Q00 and issued date:
if new construction but part, of a master plan, provide the existing permit number: WQ00_„
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.07< Lonenudt 80 70
5. Parcel iD (if applicable): 07-.147.,-130, I30F3
(or Parcel ID to closest downstream sewer)
IiI. CONSULTANT INFORMATION:
1. Professional Engineer: .Brian . [)rfli3h I..icense Number: 27890
Firm: Urban Design Partners
Mailing address: 131 Zi_ Central Ave.,Ste. E6
City: Charlotte State: NC:.
Phone number: (704) 331 r303 Email Address: brianAt rha,ndcslgnpartners earn
Zip: 28205-
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name Twelve Mile Creel: WWTP Permit Number: NC0085359
Owner Name: Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTN):
1. Permit Number(s): WQ0033118t/00296'10
Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable). WxQCS___
Owner Name(s): CJnion County,
FORM: FTA 04-16

been attached?
Dl K) been attached?
C)RuM„M(-IOA). been attached?
❑ Car Wash
❑ Motel and/or Motels.
❑ Swimming Pool /Clu.bhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
No
ENERAL REQUIREMENTS
If the Applican
Owned. Public Utility, has a Ccrtific
e of Public Convenience and Necesr
❑ 'Yes No N./A
2. If the Applicant is a Developer of Cots to he sold, has a I)e:),:c a4y rmny O nitiarp, I,
Applicant: is a k Iome'Pro)
4, Origin of wastewater: (check all tha
Residential Owned
❑ Residential Leased
❑ School preschool / day care
Food and drink facilities
❑ Businesses / offices / factories
Nature o
❑ Yes ❑No
t Asso iatac3n has un () ?t raflonal A rt�r�it ill
© Yes LiNo N/A
PPIY):
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
O Medical / dental / veterinary facilities
❑ Church
Nursing Horne
astewater : 100 % Domestic/Commercial °o Commercial
% Industrial (1, „AA NC'A Q2 141103(20))
1.s there a Pretreatment Program in effect? ❑ Ye.
6. Has a flow reduction been approved under I,? N i ((W 01 1.4.(I)? ❑ Yes E No
if ves, provide a copy of now redriction apfrrovai letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T..O114(f))
Residential. Subdivision
Daily Design Flow.
gal/
a See I,.5A Nt ,,A( I, 2 , (I l4(,h,L.(.CIJ,., )(1),q? c for caveats to wastewater des gn 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 C S 2A-1).
b Per 15A NCAC 024' .0114(c), design flow rates for establishments not identified f in table LANC AC(Y 1 00_I41 shall be
determined using available Flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 1,4,535. GPD (per 15A, N A( 02I 0.1 1,4)
Do not include future flows or previously permitted allocations
lfpermitt.ed flow is zero, indicate why;
❑ Pump Station or Gravity Sewer where flow will be permit tetl in subsequent permits that connect to this Iine
El Flow ha
❑ Rehabili
0 Other (f
already been allocated in l ermit. Number: __,__
atron tar replacement of existing sewer wvith no new low expected
tplaitr): -..
FOR.M: F'I"A 04-1.6
Page 2of5

GRAVITY SEWER DESIGN CRITERIA ((f Applica.
1. Summarize gravity sewer to be permitted:
Size (inches)
• 02T .0305
M DC (Gravity Sewers,
Length (feet) Material
2,076 PVC
Section 1! & HI of the 11 C for Pe rr itting of Gravity Sewers contains information .related to design criteria
ion III contains information related to minimum slopes for gravity sewer(s)
)versizing Tines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (if Applicable) —.02T .0305 & 111DC(Pump StatiortslForce ik ins):
COMPLETE FOR EACH PUMP STATIiON INCLUDED IN THIS PROJECT
1, Pump station rauniber or name:
Appro mate Coordinates (Decimal Degrees): latitude: longitude:
3. Design flow of the pump station.: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at __.. feet total dynamic head (TDII)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet)
6. Power reliability in accordance with 1 A;N,C'AC.
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .030.5(h)(1)(B)l
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has ati average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation. quick -connection receptacle and telertaetry - 15A NCAC 02T
.0305(h)(1 )(C )
or
❑ Portable pumping unit with plugged en ezgency pump connection and telemetry - 15A NCAC 02T .03•05(h')(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,
If the portable power source or pump is dedicated to rnu'ltiple pump ,stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel tirneframes, shall be provided
in the case of a multiple station power outage.
FORM: ETA 0a-16 Page 3 of 5

. SET F©, & SEPARATIONSI— (02B .0200 & 15A NCAC 02T 0305(f )
1
project comply with all separations found in 15Jr N(,,vr 021 !0305( M&.(g,}
15A NCAC 02T.0305(t) contains minimum separations that shall be provided for
Setback. Parameter`
sewers and other utilities rant listed below (vertict
ins (vertical -water over sewer including in benched trenches)
tains (horizontal)
ed water Braes (vertical _ rec
d water lines (horizontal -
wd over sew
aimed over se
*Any private or public water supply source, including any wells, 'WS-I waters of Cta s 1 or
II impounded reservoirs used as a source of drinkin water
s classified WS (except WS-I or WS-V). 13, SA, ORW, 1-IQW, or SB from norrttal
(or tide; elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundati
Any- basemen
ope of entbankr
Dramage s stems and int
Any' swimming pools_
'tit grade (vertical)
drains
R
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet.
10 tel
5 feet
10 feet
10 feet
10 feet
36 inches
I5ANCAC. 02.,l.TM9. 05 ,g) contains alternatives where separations in ()21 0305 ) cannot be achieved.
**Stream classifications can he identified using the Division's NC Surfa,e Water C lassiticalrcros v.ehpage
If noncompliance with 0' 10305(f) or (g as sec Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
Does the project comply with all setbacks found in the river basin rules per 15A NCAC 021 .0200?
This would include Trout Buffered Streams perI5A NCAC. 2B4O202
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
No
Yes Q No
Yes
Ye
No
No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be Obtained from the 401 84.. Buffer Pernrltting_Branch
Does project comply with I.5A N(AC 02 i",0105( 1(6) (additional permtitslcertifications)? Yes ( No
Per I SA NC.AC 02 1 UIf1,5 cjoJ, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stonnwater management plans. etc.).
6, Does this project include any sewer
Per 15A N,CAC O2 1 0402, "hig t-pr
positioned parallel to streamhanks tl
s subject
If yes, include an attachment with detail„
for c
lines that are deemed "high-priorityT'
eans '`any aerial sewer, sewer contactin
erosion that undermines or deteriorates
LYexs ®No
ch lira , including type
siphon, or sewer
ial, and location).
High priority lines shall be inspected by the perrnittee 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.
FC.3Rlv1: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with ;l aA NC.AC 02F the a#;ll tan tl .1301gn C`r'
and Force Mains"latestrersion), and the iravitt.Sewer Mir ),I atmt t c s „Crjt r 1.
Yes
No
s applicable?
If No, complete and submit the Variance/Alternative Design Request application (VA DC 1 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. Professtt`rnall Engineer's Certification,
1, L "5Mrt"1__
(Professional Engineer's ame frorn Ap
has been reviewed by nie and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with. the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the, Fast -Track Permitting
of rump Stations and Force Mains (latest. version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material turd
have judged it to be consistent with the proposed design.
011
l.)
attest that this application for
NOTE — In accordance with [General Statutes I43-215.6A and 143-215.613, an person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to S25,000 per violation_
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per l5A NCAC 02'I .0106(b):
=Zf r A
(Signature Authority s name , title from Application Item
WALo&t,./ A tI5T/)) v/w4cE
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
Injunctive relief, anda'or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
t C✓ ©PrrrEi.rr
0,111 I111p
CA
test thatthis application for
NOTE — In accordance with General Statines l43 2�l .6A, and I43 215.6E3,,, any person who knowingly makes any false
statement, representation„ or certification in any application package shall be guilt) o
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
Signature
Class 2 misdemeanor, which may
Date:
FR FTA 04-16
Page 5 of 5

35" 2' 52 N
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Page 1 ot 6

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Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Walden Austin Village
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile Creek WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1.6988
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
3.99
0.0145
5.7033
95.06
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Average Daily Approx. Not Yet Total Current
Pump Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Brookhaven 1.85 0.74 0.387 0.0868 0.4738 0.2662
* The Firm 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 Flow is the firm capacity of the pump station divided by a peaking
factor (pt) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is ‹.0.
Downstream Facility Name (Sewer): Twelve Mile Creek WWTP
Downstream Permit Number: WQ0033118/WQ0029610
Page 1 of 6
FTSE 04-16

:Certification Statement:
I Crystal O. Panico certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
4. ke 6a14;co 62//
Signing WISi nature Date
Page 2 of 6
FTSE 04-16

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296--4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Sewer to serve Walden Austin Village
We are sending you: 0 Copy of letter 0 Plans
Other
Copies Date No ; Description
Cover Letter
6/22/16
6/3/16
d12526
1 Fast Track Application
TRANSMITTAL
©ate: 6/22/'l 6
Prints 0 Shop Drawings
Copy of Fast Track Application
Flow Tracking Form
$480.00 Check (Application Fee)
These are transmitted as checked below:
For approval 0 For your use 0 As requested ^] For review and comments
Remarks:
Signed:
Received by: Date:

APPLICANT
Caprock, LLC
Glenn McDonald
2410 Dunavant St.
Charlotte, NC 28203
980-201-3264
800-954-0823 (fax)
WALDEN AUSTIN VILLAGE
FAST -TRACK APPLICATION
COVER LETTER
UDP PROJECT No: 15-079
ENGINEER
Urban Design Partners
Brian D. Smith, P.E.
1318-E6 Central Avenue
Charlotte, NC 28205
704-334-3303
704-334-3305 (fax)
PROJECT LOCATION
Potter Road and Chestnut Lane, Indian Trail, NC 28079
The site is located at the northwest intersection of Potter Road & Chestnut Lane.
PROJECT DESCRIPTION
Caprock, LLC. is constructing a single family neighborhood on the 18.51-acre site. The
neighborhood will have 51 lots. All lots will be served by public sanitary sewer mains
that connect to existing sewer manholes along Chestnut Lane.
This project includes the installation of 2,076-linear feet of 8-inch PVC sanitary sewer
line. The new 8-inch sewer main along Chestnut Lane will tie into existing sanitary sewer
manholes that are located on the proposed Austin Village Dr. (manhole #30 permit
#WQ0033118 dated 6/24/08) and the SW corner of the site (manhole #12c, permit
#WQ0029610 dated 10/19/07). See the attached utility plans.

' Permit Number WQ0038569
Central Files: APS ^ SWP
7/8/2016
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
14,535
Facility
Status
Active
Protect Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Walden Austin Village
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Union
Owner Name
Union County
Dates/Events
Owner Type .
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
7/8/2016
App Received
6/27/2016
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice issue
7/8/2016
Requested /Received Events
Effective
7/8/2016
Expiration
Additional Information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
W00038569
Waiden Austin Village
July 8, 2016
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,
PE EE'S CERTIFICATION
I, 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 call system permitted rein or portions thereoL
Ntx),
Prinked Name, Title t„, Signature Date
ENGINEER'S CERTIFICATION
KV* 2 as a duly registered Professional Engneer in the State of North Carolina,
having been authorized to observe ( periodically, weekly, j 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:
Final rxl Partial (include description)
Description: Lots 1-14, 40-50, MH-1 to MH-6, MH-1 to MH-11
Certification Comments/Qualifiers (attach if necessary):
Start' oti North Carolina1 Environmental Quality I Writer RESO'lltet,5 1 Water (lxialiiy. Resit -mat O0Uis
P epinual Ortice1 610 Fial Center Avenue. Suite .301 1 NiooresWic, North. Carotiott 2I I 5

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
Regarding: Engineer's Certification for Walden- Austin Village
TRANSMITTAL
Date: 6/12/17
We are sending you: ❑ Copy of letter ® Plans ❑ Prints ❑ Shop Drawings
® Other
Copies
Date
No.
Description
1
6/6/17
1
Record Drawings
1
6/7/17
1
Engineer's Certification for Sewer (Permit # WQ0038569)
These are transmitted as checked below:
❑ For approval ® For your use ❑ As requested ❑ For review and comments
Remarks:
Signed: Z4,2P-fM4A r)
Received by: Date:

Water Resources
ENVtRQNMFNTAL. QUALITY
July 9, 2018
Crystal. Panic-o, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowled.gennent
Walden Austin Village
Permit No. WQ0038569
Permitee: Union Couny Public Works
County: Union
Dear Ms. Panico:
OY COOPER
TvtICIIAEI S. RE AN
LINDA CULPEPPER
Interim Director
The Division of Water Resource's MooresvilleRegional Office received the Final engineering
certification with record drawings for the subject sewer extension project on 7/6/2018. Enclosed.
is a certification page for your records. A full review ofthe 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 ofthe 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 !: porta1.n.cdenr.o'rg'web wq/stiyp psfcs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
orii..tuv°ia ncdenr,{goy,
a Sincerely,
Ori l"uv°ia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Brian Smith, PE(E-Copy)
Central Files, MRO (Laserfiche)
Slate of North Carolina i Environmental Quality ° Water Resources
E. Cello .Aw n t ia:r 3C1 ,u8o ie. NE 28115
?E't. 63- 64.1 • iT1G',met,. WW}d-'iCt1fi.°B=f.rrk,

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0038569
Walden Austin Village
July 8, 2016
1. . r" ,,,C.
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 shal5 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.
PERMIT`rEE'S CERTIFICATION
I, 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 in or portions thereof.
Printed Narrref: Title ✓ m Signature
�1' ENGINEER'S CERTIFICATION
i t? ' , as a dul registered Professional En sneer in the State of North Carolina,
having been authorized to observe (periodically, Li 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 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:
Final Q Partial (include description)
Certification CornrnentssE ualifiers (attach if necessary):
State of North Carolina j Environmental Quality 1 Water Resources l Water Quality Regional Operations
Mooresville Reeional Office! 610 East Center Avenue„ Suite 301 I Mooresville, North Carolina 28115

Prior to Certification (Final or Partial): 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 of 5%© or greater, and increases in the number/type of
connections), regulations, or the Minimum Design 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 be approved, thus requiring replacement or repair prior to certification &
activation. [15A 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 be certified until
corrected. If there is an unforeseen obstacle in the field 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 fee. 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)1
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 .0116)
10. 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 Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §1.43-215,6C,
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)]
11. In the event that the wastewater collection facilities fail to perform sati.sfac:torily; including the
creation of nuisance conditions, the Permittee 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 .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall 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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
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