WQ0039794_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTR3. Q?JALYTY
February 12, 2018
Brantley White, Manager
Ardmore Waxhaw, LLC
1400 W Northwood Street
Greensboro, NC 27408
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039794
Ardmore Waxhaw, LLC
Ardmore at Price
Wastewater Collection System Extension Permit
Union County
Dear Mr. White:
In accordance with your application received February 7, 2018, we are forwarding herewith Permit No.
WQ0039794 dated February 12, 2018 to Ardmore Waxhaw, LLC (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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.
Please pay particular attention to the following conditions contained within this permit:
Condition II.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition II.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.
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 150B of North Carolina General
Statutes, and filed with 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.
State of North Carolina l Environmental Quality I Water Resources J Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 r Mooresville, North Carolina 28115
704 663 1699

If you need ad.ditiona'l information concerning this matter, please contact Ori Tuvia at (704) 2, 2I90 or
via e-mail at ori.tuviar@ncdenr,gpv.
Sincerely,
i.:= by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Barret Hagen (P.E.) (E-copy)
Crystal Panico (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT 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 the
Ardmore Waxhaw, LLC
Union County
for the construction and operation of approximately 718 linear feet of 8-inch gravity sewer; 217
linear feet of6-inch gravity sewer to serve 245 multi -family units (101 one bedroom, 108 two
bedroom and 36 three bedroom) and an office as part of the Ardmore at Price Development,
and the discharge of 50,070 gallons per day of collected wastewater into the Union County Public
Works existing sewerage system, pursuant to the application received February 7, 2018, and in
conformity with 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
data subsequently filed and approved by the Department of Environmental Quality and considered a
part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
f-by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
•
By authority of the Environmental Management Commission
Permit Number: WQ0039794
Permit Issued: February 12, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Ardmore Waxhaw, LLC 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 Regional
Wastewater Treatment Facility in accordance with Permit Number NC0085359.
Permitting of this project does not constitute anacceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum. Design Criteria adopted February 1.2, 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 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
I) No flow in excess of the quantity permitted herein, ;.0,070 GPD, shall be made tributary 'tea
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)1
H. STANDARD CONDITIONS
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 Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [I 5AA. NCAC 02T.0 tad; CGS I43-2 i 5.1(d3)]
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 .Desigu Criteria adopted February 1'?, 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 unless specifically mentioned herein. [15A NCAC
02T.0110]
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)]:
a. The sewer system shall be effectively
to land or surface waters, and to prev
water standards.
�intained and operated at all times to prevent discharge
any contravention of groundwater standards or. surface
Page 4 of 8

b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
f A general observation of theentire 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 § 143-215.1 C.
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.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge attic occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or 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].
J•
Page 5of8

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 he taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. E43-
215,1C(a1)]
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. [15.A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted fac1ities, the completed
Engineering Certification form attached to this permit shall he 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/CovenantsiRestrictions, 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 pump sizing,
velocity', pump cycle times, and level control settings, pump station 'buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush. low points in
force mains with a pump cycle, and downstream sewer capacity analysis, if a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel.
timefrarnes„ shall be provided.
c. Changes to the project that do not result in non-compliance with this pemnt, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including 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 duringthe perrnitting process prior to construction. After -construction requests are
Page 6 of 8

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. [15A
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 all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERM TTEE: ARDMORE WAXELAW, EEC
PERMIT #: WQ0039794
PROJECT: ARDMORE AT PRICE
ISSUE DATE: FEBRUARY 12, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation, It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall 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 by the Division, A Final Certification i1 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 Pennittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
as a duly registered Professional Eineer in the State of North Carolina.,
having been authorized to observe ([1 periodically, weekly, LJ fullfuU 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 he built within substantial compliance of this permit; 1.5A 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
Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional OperationsSection 610 East Center Avenue, Suite 301, Mooresville, NC 28115
etAr.nienettilles rieff;rn
Phrtno, /7nAl FA1,1A.C1C1 FAX- 17nal_AA.4_knan

State of North Carolina
Department of Environmental Quality
Division of Water Resources
.A NCAC 02„I, .0300 — FAST "TRACK SF. t R SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Applicatit�al Number:
u npk'..ted Uy DWRi
All items must be completed or the application will he returned
APPLIC AN't" TNFOR 17ATION:
I. Appl: Ardmore Wahaw, L(col i
Applicant type: ❑ Individual ji1 General Panne hip
Li ,Federal -Municipal
3. Signature authority's name- Brantley E, While per 15A NCAC 02T .0106(0
Title: Manageer.
4. Applicant's mailing address: 1400 W Northwood Street
City: Greensboro State: NC Zip: 27408-„
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
ortr
11, PROJECT INFORMATION:
I.. Project name: Ardmore at Price
?. Application/Project status: Proposed (New Permit) I xisi.iu Pertrrit/Project
If a modification, provide the exiWQ00 and issued date:
If new construction but part of a rrtaster plan, provide the existing permit number: AArQ00_„
3. County where protect. is located: Union
4. Approximate Coordinates (Decirttal Degrees): Latitude: 34.'9r".8 " Longitude: 80.7455
5. Parcel ID (if applicable): 0511,3020
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
L Professional 'Engineer: Barret Hagen License Number: 30469
Firm: F a ,en Engineering, PA
address: 3859 Battleground Ave
: Greensboro State: N( Zip: 27410-
Phone number: (336) '286-n3?50 Email Address: tslra v(az,,hagen-eng.com
'EWATER TREATMENT FACILITY' (WWTF) INFORMATION:
Facility Name: 1"weheMile Creek WW1?
P
Owner Nanre: Union County
Permit Number; NC:0085359
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W
1. Permit Nuruber(s): WQnla Downstream (Rcceiving) Sewer Size:
System Wide Collection System. Permit Number(s) (if applicable): AVQCS
Owner Narne(s): Union County
cd Public Utility
FORM: FTA.04-16

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Conv°enience and Necessity been attached'?
❑ Yes EINo ®N/A
2. Ifthe Applicant is a. Developer of lots to be sold, has a Developer' s Operational At!: ement (FORM ; Qf `v") been attached'?
If the Appl
ant is a Home/Property Ov
❑ Yes .N/A
aiona
El Yes N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls)
Residential Leased ❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ School ,/ preschool d day care
❑ Food and drink facilities
❑ Businesses 1 offices / factories
5. Nature of wastewater : 100 % Domestic/Commercial °xo Commercial
% Industrial (See 15;A NCAC 02`f .0103(20f)
-- a►Is there a Pretreatment Program. in effect?
6. Has a flow reduction been approved under 1.5A (\( 02 .0l 4.(f)?
Y If yes, provide a copy of flow reduction approval letter
'7. Summarize wastewater generated by project:
Establishment 'Type (see 02T.01140))
Yes
Daily Design Flow .,b
)1 :III>A) been attached?
❑ Car Wash
❑ Hotel and/or 'Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
Yes I I No
No
No. of Units
Flow
mily Residential (1 BR Unit)
190 gaL^day
101
191.90 CrPD
Multi -family Residential (2 BR' Unit)
Multi-faamily Residential (3 BR Unit)
190 gal/day
285 gal/day
108
36
20520 GPD
10260 GPD
Office Employees
25 gal/day
4
100 GPD
gal:`
gal/
GPD
GPD
Total 50,070 GPD
a See 15A \4.;','\( 02T .01 1 F(b), (i , ( )} 11 And (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or cast of the Atlantic Intracoastal. Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per I5.A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 1 55.A NCA,C 02T.0I 14] shall
be determined using available flow data, water using fixtu.res, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 50070 GPD (per N(AC° ()2"I" ,01 14)
D Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why;
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new Clow expected
❑ Other (Explain).
FORM: FTA 04-1.6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable) - 02T .0305 & MDC (Gravitv Sewe :
1. Summarize gravity sewer to be permitted:
Size (inches)
"3-1 I if:1
Length (feet) Material
542 PVC
176 DIP
217 PVC
• Section Il & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section III 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 MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NIDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump 'station number or name:
2, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the punrip(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
feet total dynamic; head (TDH)
Material.
6. Power reliability in accordance with 1 SA NCAC 02T M305(11111:
El Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T ,0305(h)(1)(B):
>%. Required for all pump stations with an average daily flow greater than or equal to 1.5,000 gallonsper day
• Must be permanent to facility
Or if the pump station has an average daily flow less than 1.5,000 gallons per day:
El 'Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
Or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX.. SETBACKS & SEPARATIONS — (02B .0200 & 1.5A NCAC 02T .0305(.0):
1. Does the project comply with all separations found On I 5A NCAC 02T ,030.5(1).Algi
15A NCACO2T.0305(0contains minimum separations that shall beprovided for sewers-s ems:
Setback Parameter*
sewers and other utilities not listed below (vertical)
s (vertical -water over sewer includino in benched trenchcs
iains (horizontal)
,d water lines (vertical - reclaimed over sewer)
R laimed water lines orizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
'lass 11 impounded reservoirs used as a source of drinking water
aters classified WS (except WS-1 or WS-V), B, SA, ORW, UQW, or SB from nortrul
ighwater(or tide elevation) and wetlands(see item 1X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 fee or more vertical height
ina systems and interceptor drains
swimmingpools
al earth grade (vertical)
E Yes E] No
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 NCAC (TLO„3050z) contains alternatives v.here separations in 02/1.030511) cannot be achieved,
• **Stream classifications can be identified using the Division's NC: Surface Water Classifications wetprige
• noncompliance with 02 1 0311510 0, see Section X of this application
uired___
Does the project comply with separation requirements for wetlan.ds? (50 feet of separation) El Yes r] No N/A
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 ofareas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 020 ,0200? No N/A
• This would include Trout Buffered Streams per AN(15ACMQA
Does the project require coverage/authorization under a. 404 Nationwide or
individual permits or 401 Water Quality Certifications?
• Information can be obtained from the .401 & Iliiffer/Perniiiiing_Brauch
Ei Yes E No
5. Does project comply with 15A,_.11(,'ACJIZLIIII,I5jsX6) (additional permits/certifications)? Yes D No
Per 15A NCAC 021.0 05100), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained.. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc:).
6. .Does this project include any sewer collection lines that are deemed. "high -priority?"
Per 15A NCAC 02:1,.0,402,, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that -undermines or deteriorates the sewer.
Yes No LJNA
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per I5i NCAC 02T.0403(a)(5) or the perrnitee's individual System -Wide Collection permit.
FORM: ETA 04-1 Page 4 of 5

X. . ' CERTIFICATIONS:
1, Does .the .submitted system comply with j5ANcAcp2T, the Minimum Desim Criteria for the 1?erinittioi,2 of Pump Stat4ons
phc1„Fgree Wins (latest versjpn), and the Grayt! Sewer Minimum .1)esie.0 ( iterialhitest versioil) as applicable?
Yes ri No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents,
2. Professional Engineer's Certification:
(Professional Engiieer's narne from Application Item 111.
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 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 Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and se& signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — in accordance with General Statutes 143-215.6A and I43-215,6B, 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 $1.0,000, as well as civil penalties up to 525,000 per vi91.o .
\\ •
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
R A e
PY1 AN. A 4,(P1/4„.
(Signature Authority's name & title from Application Item L3.
30469
attest that this application for
has been reviewed by rne and is accurate and complete to the best ofmy knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 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. 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete,
NOTE — In accordance with General Statutes 43-2 1 5 6A and J.41.--J15(fru, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which tnay
include a fine not to exceed $10,000 as well as civil penalties up to S25,000 per violation.
Signature:
Date: (
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
iron►ncntal Quality
of Water Resources
Tracking/Acceptance for Sewer Extension Applications
(VISE 04-16)
Requesting Al!
Project Name Cor which flow
,t/o/`c /han one Mir 111(0)
stations along the route ()Pile flr oposet'/ raga'tewate
1. Compete this section only if
a. WWII' Facility Narne:
tlt.e ctwrtr r caf` the wastewater treatment plant.
Mile Creek WWT.P
h. \V W'i'P Facility Permit /1: N(
c, WW TP 1. e.ilit a°'s pc rrnitted flow
ohligated flow not yet tributary to the W Wl
c, WW TP Eraa;rlrty's actual uvg. flow
f`. Total flow ftbr- this specific request.
g, 'Total actual and obligated flows to the facility
h. Percent of permitted flow used
plc
propose(
List pun?
Pump
Station Finn
(Nance or C`apneity,
Number) G1)
N/A
p
p station you are responsi
oint n(f the WW"TP;
(C)
Obligated,
Approve. Not Yet
Current, Avg, Tributary
1laily, Flow, Flow,
tv1G1) MOI)
te of this
(I))=(1t+aC)
Total Current
Flew Plus
Obligated
Flow
n 'apacity of any pump station is defined as the masi nrn punt
achieved with tl
np taken out of service.
gn Average Daily Flow is the firm capacity of the pump station rlivid.et
pft 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 < O.
Available
h a
Pc
ty Name: (Sewer•): 'l* c.l e lilt "rcck WW°f"I'
N/A
a peaking
1 of6
04-16

III. 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.
A.4.4.40 K2
n2%Uffrcial Signature D V
Page 2 of 6
FTSE 04-16

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xhaw Animal
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NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
ARDMORE WAXHAW, LLC
the original of which was filed in this office on the 13th day of February, 2017.
Scan to verify online.
Certification# 100736755-1 Reference# 13885237-ACH Page: 1 of 3
Verify this certificate online at http://www.sosnc.gov/verification
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 5th day of June, 2017.
Secretary of State

SOSID: 1573442
Date Filed: 2/13/2017 10:54:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2017 037 00595
- ARTICLES OF ORGANIZATION
OF-
ARDMORE WAXHAW, LLC
Pursuant to Article 2 of Chapter 57D of the North Carolina General Statutes, the
undersigned natural person of the age of eighteen (18) years or more does hereby make and.
acknowledge these Articles of Organization for the purpose of establishing a limited liability
company (the "Company") under and by virtue of .the laws of the State of North Carolina, and to
that end does hereby set forth the following:
ARTICLE I
The name of the Company is Ardmore Waxhaw, LLC.
ARTICLE II
No date for the dissolution of the Company is herein specified.
ARTICLE III
The Company shall have the purpose of engaging in any lawful business and shall have
all of the powers set forth in Section 57D-2-03 of the North Carolina General Statutes.
ARTICLE IV
The Company address of the principal office of the Company is 1400 W; Northwood
Street, Greensboro, Guilford County, North Carolina 27408.
ARTICLE V
The address of the initial registered office of the Company is 1400 W. Northwood Street,
Greensboro, Guilford County, North Carolina 27408, and the name of the initial registered agent
of the Company at such address is Ricky L. Hopkins.
ARTICLE VI
The members of the Company shall not be mariagers by virtue of their status as members.
Except as expressly provided otherwise in the ,written operating agreement of the Company, the
business of the Company shall be conducted under the exclusive management of those persons,
entities, firms or corporations who shall be designated from, time to time in accordance with the
operating agreement of the Company as a manager.
reswtinn../-.,.# 1 A117247CC_1 Doi wo....o!# 1249C'127_ A !''II D....o. 'f ..s 1

ARTICLE VII
The name and address of the person executing these articles of organization as the
organizer of the Company are:
Name Address
Brantley E. White 1400 W. Northwood Street
Greensboro, NC 27408
ARTICLE VIII
Pursuant to Section 57D-2-20(c) of the North Carolina General Statutes, the organizer
shall identify those persons, firms or corporations who shall be the initial members of the
Company.
ARTICLE IX
To the fullest extent permitted by the North Carolina Limited Liability Company Act, as
it exists or may hereafter be amended, the Company shall indemnify all persons who are
members or managers of the Company against any of the matters described in Section 57D-3-
31(a) of the North Carolina General Statutes. Notwithstanding the foregoing, the members shall
have the express authority, purstiant to a written operating agreement, to extend, restrict, or
otherwise modify the limitation of liability and indemnity provided hereunder or the terms and
conditions whereby such limitation of liability and indemnity will be provided. No amendment
or repeal of this article, nor the adoption of any provision of these articles of organization
inconsistent with this article, shall eliminate or reduce the protection granted herein with respect
to any matter which occurred prior to such amendment, repeal or adoption..
ARTICLE X
These articles shall become effective upon filing in the Office of the North Carolina
Secretary of State.
IN WITNESS WHEREOF, the undersigned has hereunto set his hand and seal on this the
6`h day of February, 2017.
B y.E White, Organizer'
(SEAL)
0..1.4i4:nnHn.nii 1AA714.7CC_1 D.ftwoonnnii 1le2t, T_A!'11 D...... 1 nil

3859 Battleground Ave, Suite 300 Phone: [phone]
Greensboro, NC 27410 tshaw@hagen-eng„cam
Building Code Enforcement
500 N Main Street Room 47
Monroe, NC 28112.
704-296-4210
RE: Ardmore at Price
Union County Submission
Private Sewer Permit
Cover Letter
February 8, 2018
The purpose of this cover letter is to outline the contents of this Private Sewer Permit
application package as well as to provide of a summary of the project to which is pertains. This
Ardmore at. Price development is a 6 unit multifamily complex with 101 one bedroom units, 108
two bedroom units, and 36 three bedroom units which will require an estimated peak flow of
50,070 GPD for utility consumption, The project will be comprised of both private and public
sewer, both of which will be gravity sewer. in terms of private sewer, this project will be
comprised of 542 LF of 8" PVC, 176 LF of 8" DIP, and 217 LF of 6" PVC. Within this submittal
package you will find the following items:
1) $480 check for the Private Sewer Permit
2) One copy of the North Carolina Secretary of State documentation
3) one completed DWR Fast Track Sewer System Extension application
4) One 8.5" x 11" USGS Topo Map
5) One street level map (aerial)
6) Flow Tracking Form
Thank you,
Tim Shaw, Elf
Hagen Engineering, PA.
434-566-8037

Union County
84
Transmittal
To:
Attention:
Union County Public
500 North Main Street
Suite 400
Monroe NC 28112
T. 704-296-4210
orka
www.unioncountync.gov
NC Departnter t of Environmental Quaky
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 281'15
Regarding: Sanitary Sewer to serve Ardmore at Price (Private))
We are sending you:
Copies
1/22/18
119/18
Copy of letter
Plans
D€tte: February 2, 2018
Print
Shop Fora
No, Description
Cover Letter
Fast Track Application
Copy of Fast Track Application
USGS Topo Map
Street Level Map
Documentation from NC Secretary of State
Flow Tracking Form
159 [ $480 00 Check (Application Fee)
These are transmitted and checked below:
For approvav
Re
Signed:
Received by:
car your
use
As requested
Peter W, Brown
Date:
Other
For review and comment

Central Files: APS _ SWP
2/9/2018
Permit Number WQ0039794 Permit Tracking Stip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A
Primary Reviewer
oriltuvia
Coastal SWRuIe
Permitted Flow
• 50,070
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Ardmore at Price Minor Mooresville
Location Address County
Price St Union
Facility Contact Affiliation
Waxhaw NC 28173 Brantley White
Manager
1400 W Northwood St
Owner Greensboro NC 27408
Owner Name
Ardmore Waxhaw LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Brantley White
Manager
1400 W Northwood St
Greensboro
NC 27408
Orig Issue
2/12/2018
App Received
217/2018
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective
2/12/2018 2/12/2018
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Expiration
Additional information requested 2/8118
Additional information received 219/18
Waterbody Name Stream Index Number
Current Class
Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: ARDMORE WAX! IAW, LLC
PERMIT #: WQ0O39794
PROJECT: ARDMORE AT PRICE
ISSUE DATE: FEBRUARY 12, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor. Water Quality Regional Operations Section at the
address noted in the page tooter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall he considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shrill be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERM ITTEE'S CERTIFICATION
I. the undersigned agent for the Pertnitice, 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 Permittce. and the Perrnittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name. 'title 04115-"A
•
Signature Date
ENGINEER'S CERTIFICATION
1. Ok- - A-.1 . as a duly registered Professional Engineer in the State otNorth Carolina.
having been authoruc.d to observe periodically. ❑ weekly. 0 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 I.2000. as applicable: and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
yFinal ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
30469
GI
P
IG DWR•—Water Quality Regional Operations Section
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] FAX: [phone]