WQ0038841_Complete File - Historical_20171231

IILEORY
Governor
Water Resources
ENVIRONMENTAL QUALITY
Crystal O. Panico, New Development
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
November 4, 2016
Program Manager
Subject: Permit No. WQ0038841
Union County Public Works
Courtyards at Emerald Lake Phase 3
,Wastewater Collection System Extension Permit
Union County
In accordance with your application received October 27, 2016, we are forwarding herewith Permit No.
WQ0038841 dated November4, 2016, to Union County Public Works (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 1SA 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 resultin 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 1501 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 I Environmental Quality.' Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office) 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Frank Cantrell, P.E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

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
Union County Public Works
Union County
for the construction and operation of approximately 546 linear feet of 8-inch gravity sewer to serve as
part of the Courtyards at Emerald Lake Phase 3 project, and the discharge of 6,840 gallons per day of
collected domestic wastewater into the Union County Public Works existing sewerage system, pursuant
to the application received October 27, 2016, 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 Iimitations.contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038841
Permit Issued: November 4, 2016
Page 3 of 8

SUPPL�U�����U����U�l������������ ���������
EMENT m.u~nmum~o� v " �� PERMIT " ~°���n�nw SHEET
Union
Count. �PubU` -- ' �����vauthorized to:
'
Construct, and then operate upon certificationthe aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Union County Twelve Mile Creek
Wastewater Treatment Plant in accordance with Permit Number NCO085359.
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 K1ininlunn Design Criteria adopted February lZ, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 20�0, 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 projectmmeets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
L SPECIAL CONDITIONS
1. Noflow inexcess of the quantity permitted herein, 6,840 gallons per day, shall bemade tributary to
the subject sewer system until anapplication for permit modification for aUincrease inflow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b))
|U,STANDARD CONDITIONS
1. This permit is not transferable. |nthe event there ismdesire for the wastewater collection facilities
to change ownership, or there is n name change of the Pcrnlh1ee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting mnate�ria|sasmay beappropriate. The approval Vfthis request shall beconsidered omits
merits and may ormay not beapproved. ll5ANCAC0Il[O1O4;G.S143-325.1(d3)l
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 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
Pmrmittee shall maintain compliance with an individual systenn'videcoUec1ion system permit for the
operation and maintenance of these facilities as required by 15A NCAC ZT .0403. If an individual
permit is not required, the following performance criteria shall be met: [15AN[A[02T.0108(b)):
Page 4 of 8

I
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency,' preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall 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 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,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

s. Any process unit failure, due toknown orunknown reasons, that renders the f8d|hyincapable
of adequate wastewater transport, such an mechanical or electrical failures of pumps, line
blockage orbreakage, etc.;or
h. Any SSOand/or spill over 1,O0Jga||nns,-nr
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also b8reported tm
the Division ofEmergency Management at telephone number [phone] or (919) 733'3300�
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-S6K] (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken bz
ensure that the problem does not recur. Part iiofForm CS-SSO(or the most current Division approved
form) can also becompleted tVshow that the S5(Jwas beyond control, [G.S.143'215.1[(al)]
6. Construction of the gravity Jrxvrrs, pump stations, and force mains shall be scheduled am as not to
interrupt service by the existing utilities nor result in on overflow orbypass discharge of wastewater
to the surface waters mfthe State. |lSANCACO2T.O1U8/bQ
7. Upon completion ofconstruction and priortooperatinnofthesepemmit1edfodhties, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tVthe address provided outhe form. Acomplete certification isone where the form iu
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 amOperational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws thahave been appropriately
filed with the applicable County's Register of * eeds office shall be submitted with the certification.
Acomplete certification bone where the form isfully executed and the supporting documents are
provided asapplicable, Supporting documentation shall include the following:
a . One copy of the project, construction record drawings (plan & profile views of sewer lines & force
mains) nfthe wastewater collection system extension. Final record drawings should beclear on
the plans ormndigital media (CD nrDVDdisk) 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 po,in1s in
force mains with a pump cycle, and downstream sewer capacity analysis. if portable pmvve,
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
dmeframes,shall beprovided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design [ritehashnu\dbec1eodyidentifiedontherecurddrmwings,on1heoertHfication
imthe space provided, orinwritten summary form.
Page 6m*8

I
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 Des.ign 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 027.0105(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 J., 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
Union County Public Works
\NOQO38841
Courtyards at Emerald Lake Phase 3
November 4,ZD16
This project shaUnotbeconsideredcomp\etenoraUovvedtOopenateinaccomdancevvith[nndkkJn7of
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 tothe 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 Permit\ee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
|, the undersigned agentforthePermhtee,herebystatethat this project hasbeemcnnstructedpurouant
tothe applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information tothe Permittee,and the Permittee |oprepared tooperate &maintaiu
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
|, ,axa duly registered Professional En ineeriothe State of North Carolina,
having been a ' h. �md to observe (F-1 periodically, F—1 weekly, \ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due 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 Venni1: 15A NCACO2T; the
Division ofWater 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 vv/signuture8cdate:
EFinal E] Partial (include description)
Certification llfiens if necessary):
^
State nx*w*h C=ebw)Fa^irum"eoWV"a*|Water nes,mncea|Water o�unu=�m�V»=�n�
Mo°resviHe Regima/officeluoEast Center x=ut.Suitt 301|w~nresville.North carolinamzo

Division of Water Resourtes
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
riA 0,4-16 & SUPPORTING DOCUMENTATION
Application Number
(k) be eompleled by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
Applicant's name: ijrijor"oinity_rptflic work.,,,: (company. municipality, IIOA, utility, etc)
2, Applicant vpe IndiIndividual LJ Corporation El General Partnership
EIJ Federal
El Pn itely-Oned Publte
State/County Other
3, Signature authority's name: Ctystal O. Panico PI per ISA \C 02'T „0106(b)
Nkw.„,Pe.slqaplerilSrqgram....Malinq
4, Applicant's mailing .a.ddress: 500 N, Main StreeL,Suite 400
City: Monroe State: NC Zip: 28112-
5: Applicant's ,contact information:
Phone number: (704) 2,96-4239 Email Address: crystal,panicoAimio
IL PROJEC r INFORMATION:
1. Project .name: Courvardsat Emerald Lake Phase 3
2. Applicationy'Project status:
Proposed (New Permit) LJ Existing Permit Project
If a m.odification, provide the existing permit number: WQ00 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, 14j"' Longitude: -80,6
5„1'arcel ID (iCapplicable): 0$.2„324003
(or Parcel ID to closest downstream sewer)
M. CONSULTANT. INFORMATION:
1, Professional Engineer: Frank CAnttell 1 Number:
Firm EMIAT
Mailing address: 30jL ieCulloy& Drive. Spjtejt)9,
City Charlotte State. Nc Zip: 28262-
Phone number: (2. 04)
Email Address. fetintrellfenalitconi
IV. WASTEWATER TREATMENT FA( [LILA OA WTI.) INFORMATION:
1. Facility Name: T‘t.elvii MilecrecY Permit Number: NC0085359
Owner Name: Union Coutny Public Works
V, RECEIVING DOWNSTREAM SEWER INFORMATION (if -different than WWTF):
1. Permit Number(',): WQ0938188 Downstream (Receiving) Sewer Size' 8 inch
System Wide Collection System Permit Numberts) (napplicable): WQCS______
Owner Name(s): Union ContitlPuhlic_Works
FORM: FTA 04- 6 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
0 Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
O Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/FiIter Backwash
O Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under lSA NCAC 02T .0114(f)? ❑ Yes ® No
If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t1)
Daily Design Flow „
No. of Units
Flow
Single Family Residential
285 gallday
24
6,840 GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
Total
6,840 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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 east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6,840 GPD (per 15A NCAC 02T .0114)
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 flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
546
PVC
➢ Section lI & III 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 (It -Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. 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 pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ 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 - I5A 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 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
> 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water Iines (horizontal - reclaimed over sewe)
2 feet
**My private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(:) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. 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 Iocation of areas effected
®Yes El No
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ 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 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), 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 02T.0402, "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
➢ 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 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

•
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCA(.." 02T, the Minimum. Design, Criteria for the Penn of Pump, Stations
and Force Mains klatest version), and the Gravity Sewer Minimum 1)esigji iteriallittest version) as applicable?
Yes 0 No
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. P ofessional Engineer's Certification:
1,
(Professional Engineer's name from Application [tem LILL)
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. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (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, inclusionof these materials under my signature and seal signifies that 1 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 143-2156B, 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 fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1 CSTA c. DE ee*.f,v-r Pgo
(Signature Audio t r's name & title from Application
610
s.t that this application for
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 riot included, this.
application package is subject to being returned as incomplete. 1. 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, andfor 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 143-215:6A and 143-,215.6B, any person who knowingly makes any faise
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation:
Signature:
Date:
FORM: FTA 04-16 Page 5 of 5

MI
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: Courtyards at Emerald Lake, Phase 3
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 * Does not include
3MGD diversion to 6 Mile
d. Estimated obligated flow not yet tributary to the WWTP 1.7769
e. WWTP facility's actual avg. flow 4.158
f. Total flow for this specific request 0.0068
g. Total actual and obligated flows to the facility 5.9417
h. Percent of permitted flow used 99.03
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:
Pump
Station
(Name or
Number)
Hunley
r, vt,
Poplin
Firm
Capacity, *
MGD
0.789
(A)
Design
Average Daily
Flow**
(Firm 1 pf),
MGD
0.316
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated
MGD MGD Flow
0.294 0.0399
2.887 1.155 0.763 0.2143
Available
Capacity***
0.3339 -0.0179
0.9773
0.1777
* 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 (pi) 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: WQ0038188
Page 1 of 6
FTSE 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.
veal A44.40
Signa)g'Offi al Signature
7
Date
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
-Fa AS4' -s cdrif? ?403-6cr. SGy+?t/i ALy oL
4 HuNte y G, x PvenP s-tAtio re / 8 /L try sru0/ ;
�A P4 6ez IS?, 9er fQ sS 6v/A s
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
SignhOff dal Signature ate
Page 3 of 6
FTSE 04-16

Peel Mary Engineering Feasibility Repor
for
Hunley Creek Pump Station
Uni©n County, North Carolina
Date: April 7, 2015
Client:
EMH&T
301 McCu➢ough Drive, Suite 109
Charlotte, North Carolina 28262
E gij eer:

Hunley Creek Pump Station Feasibility Study
Union County, NC
November 14, 2014
Project Summary
Project Summary
For
Hunley Creek Pump Station Feasibility Study
INTRODUCTION
R. Joe Harris and Associates, PLLC has completed a feasibility study of the existing
Hunley Creek pump station located in the Town of Hemby Bridge, in Union County, NC.
The purpose of this feasibility study was to determine if there is sufficient capacity in the
pump station for two proposed developments upstream of the station. The two
developments combined propose to add an additional 325 homes and a club house to
the pump station that have not been contracted for use of the pump station.
EXISTING CONDITIONS
Two forms of data collection were used to determine the existing conditions of the pump
station. The first was an onsite visit to collect pump timings, dimensions and elevations
of pump components. This data was then used to calculate the approximate flows of
both the inflow and out flow of the station. From the pump on times and the rate the
water levels were lowered, a pump flow rate was determined for each pump and the
lower of the two flow rates was then used in subsequent calculations. A pumping rate of
590 gallons per minute was calculated for the smaller of the two pumps.
Existing pump data was also provided from Union County Public Works. The data
provided included pump run times over a two year period of time and approximate times
of maintenance completed. Ths data was then analyzed and averages were taken to
determine the available capacity of the station. From the data provided by Union County
Public Works it was determined that a one month period of time had and excessively
high reading. Charlie O'Cain of Union County Public works agreed that we would be
able to eliminate the reading from the analysis.
The remaining data was then averaged together to calculate an approximate average
daily flow. The average daily flow was calculated by multiplying the average daily pump
run times by the corresponding pum flow rate that was determined with the onsite data
collected. The flow rate was then converted to Gallons per Day to show the flow rate
based on the peak flow of the pump station. The Peak Flow was then divided by 2.5 to
R. .1.(v. Harris L PI— LC
EafinemiAg Sur,tyi r,t,Aftnt MACI'Af =04
Ivraw ZO
Page, 1

Hunley Creek Pump Station Feasibility Study November 14, 2014
Union County, NC Project Summary
determine the pump station's average daily flow for the month in gallons per day. The
average daily flow value calculated is listed below:
Average Daily Flow = 133,729 GPD
CAPACITY
Once the average daily flows were calculated the pump station and force main were
analyzed to calculate the available capacity. The data collected at the pump station was
also used to calculate the static head and pump station characteristics. An additional
101335 GPD were added to the average daily flow from proposed or previously
permitted projects to the pump station. The approximate maximum and available
capacity of daily flow with the addition flow are listed below:
Maximum Daily Flow Capacity = 339,840 GPD
Average Daily Flow Capacity= 90,475 GPD
A recommended daily flow rate of 360 GPD for a single family home was then used to
calculate the available capacity of the pump station. The approximate capacity is listed
below:
Available Capacity= 251 homes
Based on the analysis of the pump station, with the purnp stations current configuration
there is not sufficient capacity for the proposed developments. The approximate
capacity that would still be needed for the developments is listed below:
Build Out Capacity Needed = 94 homes or 33840 GPD
loc. Harris & Assmiareas FLLC
array:ring ssrsayistc, xtrining 4 MatiAT,tot.01
Hwy 1MR mote ro
raft Mil), Sk: 297P$
Page 2

Huniey Creek Pump Station Feasibility Study November 14, 2014
Union County, NC Project Summary
CONCLUSION
Our recommendation, from discussions with Clearwater, Inc., is to upgrade the impeller
size to the maximum size for the existing pumps and then measure the flow rate that is
achieved. If it is determined that the flow rate is excessive then the impellers can be
modified to achieve the desired results..
To obtain the additional capacity that would be needed for the developments, the
minimum flow rate for either of the pumps would need to be increased to 690 GPM. This
increase in the flow rate would add an additional 57600 GPD. The approximate average
daily flow is listed below.
Possible Capacity . 411 homes or 148,075 GPD
Capacity with Development = 72 homes or 26,075 GPD
The additional capacity for the station was reviewed by Clearwater, Inc. and did not see
any immediate concerns with the change of the impeller and the additional load to the
pumps.
cu2, Harris & iSCtLRLLC.
PIA,Eriq. •
T GO. 1119
F791 MI1(1,1:7 797113
Page 3

Hanley Creek Pump Station - Existing Conditions
590 GPM @ 107.58' TDH (12" DIP Foreemain)
Pumo4l
Month
MONTHLY
Start Read
End Road
Avg Hrs./Day
DAILY
Pump Flow
Rate (GPM)
Reek Flaw
(GPD)
Average How
(GPD)
December-12
792.15
905.09
3.64
590.00
128956.77
51583.51
January-13
505.08
1010.34
3.40
590.00
120200.13
48080.05
February-13
1010.34
1129.56
426
590.00
150726.14
60291.26
March-13
1129.56
1272.54
4.61
590.00
163273.94
65339.57
Anrl-13
1272.54
1404.40
4.40
590.00
155594.80
61237.92
May-13
June-13
1404.40
1537.03
1537.03
1637.53
428
3.35
590.00
590.00
151454.90
118590.00
605111.96
47436.00
July-13
August-13
Septenther-13
1637.53
1782.03
192025
1762.03
1920.25
205724
4.66
4.46
4.57
590.00
590.00
590.00
165009.58
1678313.32
16164820
65003.137
63135.33
64659.28
October-13
2057.24
2161.32
3.36
590.00
118652.65
47541.05
November-13
2161.32
2273.29
3.73
690.00
132124.63
52849.84
December-13
February-14
2273.29
. 2456.94
2880.09
2466.01
2680417
3053.77
6.22
4a,35
6.20
550.00
590.00
220073.81
472852.65
219581.14
88029.52
-189444:85
67532.45
March-14
3053.77
80.16
3.01
590.00
105554.00
42621.60
ApdF14
May-14
Juns 14
96.16
215.15
323.52
215,15
323.52
4.17
3.50
516.33 6.43
590.00
590.00
590.00
147488.20
123751.55
227515.80
58995.28
49500.62
9100622
Average Gallons Per Day fo Pump #1 = 61,539
Pump 62
By: Chris Bridges
Date; November 14, 2014
MONTHLY -
DAILY
Month
Start Read
End Read
Avg Hrs/Day
Pump Flow
Rata (GPM]
Peak Flow
(GPD)
Average Flow
(GPD)
December-12
116206
1319.21
5.07
637.06
193750.74
77506.30
January-13
February-13
1319.21
1471.02
1471.02
1615.30
4.90
5.15
637.00
637.00
187167.04
196942.20
74E166.82
78776.86
March-13
1615.30
1908.56
6.23
637.00
238270.88
55308.35
April-13
1808.55
198239
5.79
637.00
221459A2
88583.77
May-13
198229
2107.16
4.02
637.00
153329.34
61531.73
June-13
2107,18
2312.16
6.83
637.00
261170.00
104468.00
July-13
2312.16
2443.12
4.22
637.06
161461.01
64584A0
August-13
2443.12
2567.35
4.01
637.03
15316357
61265.43
September-13
2567.35
2676.04
3-62
637.00
138471.06
55388.2
October-13
November-13
2676.134
2795.01
2795.01
2864.19
3.84
5.64
637.00
637.00
14567850
216535.32
58671.40
86214.13
Deoamber-13
2964.19
a259Aa
3258.46
. 2696,54.
9.49
• 9.,951
637.00
352806.43
342908.34
145122.57
February-14
3536.51
3838.72
10.79
637.00
412516.65
165006.66
March-14
3838.72
381.25
12.71
637.00
485776.20
194310.48
April-14
May-14
361.25
496.18
496.18
592.33
2.63
3.10
637.00
637.013
146420.82
118543.55
535613.33
47417.46
June-14
59233
669.35
257
637.00
98136.22
39254.49
Average Gallons Per Day fa Pump 112 4 86,491
Average Monthly Total Combined = 148,030 GPD
Total Peak
Flow (GPD)
Total Average
Flow (GPD)
322709.52
129083.81
307367.17
122946.87
347670.34
139068.14
401544.81
160617.93
377064.22
150821.69
305294.24
122113.70
379760.00
325470.68
151564.00
13056827
311001.89
124400.76
300119.26
120047.70
265531.14
106212.46
34765992
139063.97
582880.24
233152.10
@15661.58
_ 326264555
632097.79
252839.12
552330 20
23693208
283909.02
117553.61
242293.15
95918.08
925652.02
130230.81
'Note: Per conversation with Charre O'C31n the highlighted rani was eliminated from the study due to en excessively high peak
Data was provided by Urtlon County Public Works

Comparison of Average Daily Flows
RdTotal Peak flow (GPO)
gTotaP Average Flow (GPM.

•
Hunlev Creek Pump Station
590 GPM {ui 107.68' TDH (12" DIP Forcemaini
PUIVIPSTATION CAPACITY CALCULATIONS
OBSERVED PUMPING RATE
AVERAGE DAILY FLOW
EXISTING
AVERAGE DAILY FLOW
PROPOSED/PERMITTED
= 590gpm
By:
Date:
Chris Bridges
November 14, 2014
• Average of recorded data from the pump station
= 148,030 GPD
• Additional Flow provided by UCPW
101,335 GPD
AVERAGE DAILY FLOW = Calculated from observed pumping rate of the station
MAXIMUM CAPACITY = 339,840 GPD
AVAILABLE DAILY FLOW = 90,475 GPD
DAILY FLOW PER HOUSE = 360 GPD
CURRENT REMAINING CAPACITY = 251 Houses
AVERAGE DAILY FLOW = Additional Flow estimated from the proposed development
PROPOSED DEVELOPMENT _ 122,000 GPD
PROPOSED DAILY FLOW NEEDED = 31,525 GPD
CAPACITY WOULD BE EXCEEDED BY = 87 Houses
ti

Hunlev Creek Pump Station - Existing Conditions
590 GPM @ 107.68' TDH (12" DIP Forcemain)
PUMP STATION SPECIFICATIONS
AVERAGE DAILY FLOW
PEAK INFLOW RATE
PUMPING RATE
PUMPS
FORCE MAIN =
WET WELL DIAMETER
Average of recorded data from the pump station
249,365 GPD (With additional proposed tow from UCPW
173.17 gpm
2.5 Peak Factor • ADF
432.92 gpm
590.00 arm
(Based on 24 Hcur'Day)
Two (2) Fairbanks Morse 4° x 6" Figure 5433MV submersible
sewage pumps. 40 HP, 1770 RPM
WET WELL LEVELS AT FULL DEVELOPMENT
RIM
FINISH GRADE
INFLUENT IN
HIGH WATER ALARM
LAG PUMP ON
LEAD PUMP ON
LAG OFF
LEAD PUMP OFF
LOW LEVEL ALARM SHUT OFF
WET WELL INVERT
BOTTOM ELEVATION'
CYCLE 11ME GIVEN VOLUME AND FLOW
Average Daily Flow
T V!((Q(PUMP) - Q(IN)) + M(IN)
VOLUME
Q (PUMP)
Q (IN)
FILL TIME
EMPTY TIME
CYCLE TIME
CYCLES PER HOUR
CYCLES PER HOUR PER PUMP
12 in.
1011.
596.64
596.47 (2" below RIM elevation)
581.78
581.78
578.06
577.34
575.29
575.29
574.79
571.11
571.11
1204.41 GALLONS
590.00 GPM
173.17 GPM
6.96 MINUTES
2.89 MINUTES
9.84 MINUTES
6.09
3.05
EQUIVALENT LENGTH OF PIPE (Cameron Hydraulic Data - 18th Edition)
PUMP STATION -VALVE VAULT:
12" 90 DEGREE
12" SWING CHECK (Fully Open)
12" GATE VALVE (Fully Open)
12" Tee (Branch)
FORCEMAIN:
12" 90 DEGREE
12' 45 DEGREE
12" 22.5 DEGREE
12° 11.25 DEGREE
12" GATE VALVE
NUM. EQ. LENGTH TOTAL
4 32 128
1 80 80
1 - 7 7
1 58 68
TOTAL EQUIVALENT LENGTH:
283 ft.
NUM. EQ.LENGTH TOTAL
0 32 0
12 15 180
1 8 8
2 4 8
3 7 21
TOTAL EQUIVALENT LENGTH:
217 It.
By: Chris Bridges
Date: November 14, 2014
Assume Uniform Elevation at Bottom (no depth)
Peak Daily Flow
T = V!((Q(PUMP) - Q(INI) + V'Q(IN)
VOLUME
Q (PUMP)
Q (IN)
FILL TIME
EMPTY TIME
CYCLE TIME
CYCLES PER HOUR
CYCLES PER HOUR PER PUMP
= 1204.41 GALLONS
590.00 GPM
= 432.92 GPM
2.78 MINUTES
7.67 MINUTES
10.45 MINUTES
5.74
2.87

At1 r',ALDLkt ��T1
SLID« o t STATIC HEAD
DISCHARGE STATIC HEAD
RUMP STATION 5 VAULT PIPE
FORGE MAIN
LENGTH
tt ft.
95.3'2 [6i t t"vt 7E. ,
12 In,
45 EG. iA 'TSAI&+2 a 1FC1"JiVALE8T).
FT. (AU"C(1AL) +21? EL 4J1VALENT)
125 (SIP Ecr rrna4 j
125 (DIP Through Wetwell & `S sfva Vault)
FLOP 590,00 GPM
12'- HEAD LC 9,10 FT1100 FL
VELOCITY 1,67 ETISEE,
121.. HEAD LOSS 0.10 FL/109 Ft.
VELODBVY 1.57 k=T,ISE .
U. AND DISC., HEAD LOSS 9.5 ft,
TOTAL DYNAMIC HEAD (96.32•::0.33+10,03+0.59+9,501
f51559LIVANDY
DIAMEGETELQF"
sr) x Area 01 Diameter(nominal d[
2004,11 all (t.
Vraiurnn
(Pad) 123.r�9
VVi 1fh c1 Danc. Pads nth, of Dnnc. Pad"
Elostallo [Volt ne o wa11p a Vo9uo- P j x SpecG4Gr Veig t)wales)
LJYANS"1'
Veluad) x Unit 11 exj,
4' x 1,5') x 1 8 bold
19,200.t9 la
Total 19,2Gff.9b Ibs
Pad Dlrroeo-rs no = 5,t1' V 9,D" x 2 3"
chi 1 Cou rater
trrtp Off
Vaud)
9,792 1t. )'1 " force rrie n - Util"ozes Rowat+vay Condiiietx)
Actea9 9ength ct "12°° tnrcei afn is 2,340 LE
FlaawawrayAnalvsu
0,33 ff. Eta. 95 75
1a. 395a22
Difference
Distance
Average Slop
ft,
671
6S2.5t
39,11 1a 1
1247 feel
0 1:1314 11.114
n1 ea# aalatd

1
SYSTEM CURVE (12' Fcreemaln)
Segment 01 (12' Piping Through Valve Vault):
LENGTH FLOW HEAD LOSS VEL. HEAD LOSS STATIC SUCTION TOTAL
PER 100 L.F. HEAD
A 323.00 1 0.00 0.00 0.00 0 0 0.00
B 323.00 100 0.00 0.28 0.01 0 0 0.01
0 323.00 200 0.01 0.57 0.04 0 0 0.04
D 323.00 300 0.03 0.85 0.09 0 0 0.09
E 323.00 400 0.05 1.13 0.16 0 0 0.16
F 323.00 500 0.08 1.42 0.24 0 0 0.24
G 323.00 590 0.10 1.67 0.33 0 0 0.33
H 323.00 700 0.14 1.99 0.45 0 0 0.45
1 323.00 900 0.22 255 0.72 0 0 0.72
J 323.00 1100 0.32 3.12 1.05 0 0 1.05
K 323.00 1300 0.44 3.69 1.43 0 0 1.43
L 323.00 1500 0.58 4.26 1.86 0 0 1.86
Segment #2 (12" Fcrcemain):
LENGTH FLOW HEAD LOSS VEL. HEAD LOSS STATIC SUCTION TOTAL
PER 100 L.F. HEAD
A 9,792.00 1 0.00 0.00 0.00 96.32 1 97.32
8 9.792.00 100 0.00 0.28 0.37 96.32 1 97.69
C 9,792.00 200 0.01 0.57 1.35 95.32 1 98.67
D 9,792.00 300 0.03 0.85 2.86 96.32 1 100.18
E 9,792.00 400 0.05 1.13 4.88 96.32 1 102.20
F 9,792.00 500 0.08 1.42 7.38 96.32 1 104.70
G 9.792.00 590 0.10 1.67 10.03 96.32 1 107.35
H 9,792.00 700 0.14 1.99 13.76 96.32 1 111.08
1 9,792.00 900 0.22 2.55 21.91 96.32 1 119.23
J 9,792.00 1100 0.32 3.12 31.78 95.32 1 129.10
K 9,792.00 1300 0.44 3.69 43.30 96.32 1 140.62
L 9.792.00 1500 0.58 4.26 56.44 96.32 1 153.76
Total Dynamic Head (Segment 1 + Segment 2)
TDH Flow
A 97.32 1
B 97.71 100
C 98.72 200
D 100.28 300
E 102.36 400
F 104.94 500
G 107.68 590
H 111.53 700
1 119.96 900
J 130.15 1100
K 142.05 1300
L 155.62 1500

Hunlev Creek Pump Station
690 GPM (car 111.16' TDH (12" DIP Forcemain)
PUMP STATION CAPACITY CALCULATIONS
OBSERVED PUMPING RATE
AVERAGE DAILY FLOW
EXISTING
AVERAGE DAILY FLOW
PROPOSED/PERMITTED
= 690 dpm
By:
Date:
Chris Bridges
November 14, 2014
Average of recorded data from the pump station
= 148,030 GPD
= Additional Flow provided by UCPW
= 101,335 GPD
AVERAGE DAILY FLOW = Calculated from observed pumping rate of the station
MAXIMUM CAPACITY = 397,440 GPD
AVAILABLE DAILY FLOW = 148,075 GPD
DAILY FLOW PER HOUSE = 360 GPD
CURRENT REMAINING CAPACITY = 411 Houses
AVERAGE DAILY FLOW = Additional Flow estimated from the proposed develoopment
PROPOSED DEVELOPMENT = 122,000 GPD
PROPOSED DAILY FLOW REMAINING = 26,075 GPD
CURRENT REMAINING CAPACITY = 72 Houses
1.

Hunlev Creek Pump Station - Proposed Conditions
690 GPM @ 111.16' TDH (12" DIP Forcemaln)
PUMP STATION SPECIFICATIONS
AVERAGE DAILY FLOW
PEAK INFLOW RATE
PUMPING RATE
PUMPS
Average of recorded data from the pump station
249,365 GPD (With additional proposed flow from UCPW
173.17 gpm
= 2.5 Peak Factor • ADF
432.92 gpm
• 690.00 qom
(Based on 24 Hour/Day)
• Two (2) Fairbanks Morse 4' x 6' Figure 5433MV submersible
sewage pumps, 40 HP, 1770 RPM
FORCE MAIN =
WET WELL DIAMETER
WET WELL LEVELS AT FULL DEVELOPMENT
RIM
FINISH GRADE
INFLUENT IN
HIGH WATER ALARM
LAG PUMP ON
LEAD PUMP ON
LAG OFF
LEAD PUMP OFF
LOW LEVEL ALARM SHUT OFF
WET WELL INVERT
BOTTOM ELEVATION*
CYCLE TIME GIVEN VOLUME AND FLOW
Average Daily Flow
T = V/((Q{PUMP) - Q(CN)) + V/Q(1N)
VOLUME
Q {PUMP)
Q {IN)
FILL TIME
EMPTY TIME
CYCLE TIME
CYCLES PER HOUR
CYCLES PER HOUR PER PUMP
12 in.
10 H.
595.64
595.47 {2" below RIM elevation)
581.78
581.78
578.06
577.34
575.29
575.29
574.79
571.11
571.11
1204.41 GALLONS
690.00 GPM
173.17 GPM
6.96 MINUTES
2.33 MINUTES
9.29 MINUTES
6.46
3.23
EQUIVALENT LENGTH OF PIPE (Cameron Hydraulic Data - 18th Edition)
PUMP STATION -VALVE VAULT: NUM. EO. LENGTH TOTAL
12' 90 DEGREE 4 32 128
12' SWING CHECK (Fully Open) 1 80 80
12' GATE VALVE (Fully Open) 1 7 7
12" Tee (Branch) 1 68 68
FORCEMAIN;
12" 90 DEGREE
12' 45 DEGREE
12' 22.5 DEGREE
12' 11.25 DEGREE
12" GATE VALVE
TOTAL EQUIVALENT LENGTH:
283 ft.
NUM. EQ.LENGTH TOTAL
0
12
1
2
3
32
15
8
4
7
TOTAL EQUIVALENT LENGTH:
0
180
8
8
21
217 ft.
By: Chris Bridges
Date: November 14, 2014
`Assume Uniform Elevation at Bottom {no depthl
Peak Daily Flow
T V/((Q(PUMP) - Q{IN)) + V/Q(IN)
VOLUME
Q (PUMP)
Q (IN)
FILL TIME
EMPTY TIME
CYCLE TIME
CYCLES PER HOUR
CYCLES PER HOUR PER PUMP
= 1204.41 GALLONS
690.00 GPM
= 432.92 GPM
2.78 MINUTES
4.69 MINUTES
7.47 MINUTES
• 8.04
4.02

HEAD CAIL 9 ATION4S
SUCTION N2 STATIC HEAD
DISCHARGE STATIC HEAD 05.32 w(671
PUMP STA°11N?N3 4, VAUNT PIPE 92 wn
FORCE MMAp1 12 in.
LENGTH 40 FT: (ACTUAL) + 233 (EQUIVALENT)
FLOW
12" . HEAD LOSS
VPELJCIIY
12,; m HEAD LOSS
VELOCII Y
UCT, AIND DISC, DEAD 20
TOTAL DYNAMIC HEAD
1.OF F 6.iSEC
0.14 FT/100 Ft.
1.30 FUSED.
0,5 tt
(96,32+0.14+13.40=0.51+p,r
R',LlYAh9(7`+''
44,
LNIAMET . a( L" ETV PL .; O;00 Gt. If,NSIL3E
Volume I piat(risLrN x Area of
32etiaeid) = 23C4,1 a cu. rt..
Vos naf Length pf C1 . Pad x
(Pa.d),, 128,00 £:au,,11.
P.) F VEIL�
the
CURTER EL UYA NCY
Weight
Mal diameter)
&Eh of Con
a. G
. Vote ragerioncrete Pat3(x S3rtr! 4 Jc13tat(Ccnrarate) "NG
3 2IV x 1,53 x 150 lbstet A`6.,.
19,200.00 lbs.
Chum'
2..0'
9,575-FT. (ACTUAL) + 211 (EQUIVALENT)
UIVALENT)
125 (DIP Fnrcernairi?
125 (SNIP Through Wetweit A Valve
00 GPM
323 II. (12" Piping f aro Value Vault)
3,792 it, (12;" Forcernai a - L14iNiaos Floweway Condition)
Actual length of 2" feite main is 2(34E1 LF
FNantaway Analysis:
0,14 FAN 50 AL 0 44 A, Sea, 90=75 671.61
Staa„ 1 LNE3 w22 a22.50
Dist
Avesta( SEp0
1247 feat
0,9514 1 1
a s to1 cuEcttl 4tnd

(
SYSTEM CURVE (12" Forcemain)
Segment #1 (12" Piping Through Valve Vault):
LENGTH FLOW HEAD LOSS VEL. HEAD LOSS STATIC SUCTION TOTAL
PER 100 L.F. HEAD
A 323.00 1 0.00 0.00 0.00 0 0 0.00
B 323.00 100 0.00 0.28 0.01 0 0 0.01
C 323.00 200 0.01 0.57 0.04 0 0 0.04
❑ 323.00 300 0.03 0.85 0.09 0 0 0.09
E 323.00 400 0.05 1.13 0.16 0 0 0.16
F 323.00 500 0.08 1.42 0.24 0 0 0.24
G 323.00 590 0.10 1.67 0.33 0 0 0.33
H 323.00 700 0.14 1.99 0.45 0 0 0.45
I 323.00 900 0.22 2.55 0.72 0 0 0.72
J 323.00 1100 0.32 3.12 1.05 0 0 1.05
K 323.00 1300 0.44 3.69 1,43 0 0 1.43
L 323.00 1500 0.58 4.26 1.86 0 0 1.86
Segment #2 (12" Forcemaln):
LENGTH FLOW HEAD LOSS VEL. HEAD LOSS STATIC SUCTION TOTAL
PER 100 L.F. HEAD
A 9,792.00 1 0.00 0.00 0.00 96.32 1 97.32
B 9.792.00 10D 0.00 0.28 0.37 96.32 1 97.69
C 9,792.00 200 0.01 0.57 1.35 96.32 1 98.67
D 9,792.00 300 0.03 0.85 2.86 96.32 1 100.18
E 9,792.00 400 0.05 1.13 4.88 96.32 1 102.20
F 9,792.00 500 0.08 1.42 7.38 96.32 1 104.70
G 9,792.00 590 0.10 1.67 10.03 96.32 1 107.35
H 9,792.00 700 0.14 1.99 13.76 96.32 1 111.08
I 9.792.00 900 0.22 2.55 21.91 96.32 1 119.23
J 9,792.00 1100 0.32 3.12 31.78 96.32 1 129.10
K 9,792.00 1300 0.44 3.69 43.30 96.32 1 140.62
L 9,792.00 1500 0.58 4.26 56.44 96.32 1 153.76
Total Dynamic Head (Segment 1 4 Segment 2)
TDH Flow
A 97.32 1
B 97.71 100
C 98.72 200
D 100.28 300
E 102.36 400
F 104.94 500
G 107.68 590
H 111.53 700
I 119.96 900
J 130.15 1100
K 142.05 1300
L 155.62 1500

5430 fit„'1
Performance
TOTAL AL HEAD
8/1197
75 I7'2 125 150 17
'15
4'° 5433
MVK
SUBMERSIBLE
1770 RPM
TYPE K
3LADELESS
SUCTION SIZE
IMPELLER
INLET AREA.
23,77 SO IN,
MAX. SPHERE
3"
4' 5433
MV
SUBMERSIBLE
1770 RPM
NO, OFVANES
SUCTION SIZE
IMPELLER
INLET AREA
25,22 StO.IN.
MAX, SPHERE
r" it bf.r< 5 ,Morse Pump

•
Cernpany: ClearWafer. inc.
Name: David Grose
r 10/23/2014
Pump:
Size4"5433MV (A)
Type: 5430-SOLIDS HANDLING
Synth speed: '1800 rpm
Curve: 33M404A
Specific Speeds:
Dimensions:
Pump Limits:
Temperature: 104 "F
Pressure: 85 psi g
Sphere size: 3 in
Flow
Head.
Power:
NPSHr:
Data Point --
735 US gpm
132 ft
71%
34,7 hp
11 6 ft
Design Curve —
Shutoff head: 173 ft
utoff dP: 74,9 psi
flow: 140 US gpm
P: 73% 950 US gpm
NOL power,
48.5 hp c 1500 US gpm
— Max Curve --
Maxp ver:
48.6 hp @ 1500 US giern
um 1Th.,0;1010041113jiiir;Iro
Union County NC
Hunley Creek PS
Speed: 1770 rpm
Dia: 12 in
lrnpeHer'T4C1A
Ns: 1505
Nss: 7538
Suction: 4 in
Discharge: 4 in
Power --
Eye area: ---
175
25
z
'n
250
Search Criteria:
Flow, 690 US gpm
Fluid:
Water
Density. 62.32 Ibife
Viscosity. 0.9946 cP
NPSHa:
14,
PENTAIR
FA B A NI KS N H
Head: 128 ft
Temperature: 68 °F
Vapor pressure: 0.3391 psi e
Atm pressure: 14,7 psi a
Motor:
Consult Fairbanks Morse Pump, 60 Hz to select a motor for this pump,
500
750
1000
30 hp
25 hp
20 hp
1250
750 1000 1250
US gpm
Curve efficiencies are typical, For guaranteed values, contact Fairbanks Morse or your local distributor: Las eficiencias en
curvas son tipicas. Para valores garantizados contacte a Fairbanks Morse o a su distribuidor local
50 hp
40 hp
1500
Per -romance Evaluation:
Flow Speed
US gpm rpm
828 1770
690 1770
552 1770
414 1770
276 1770
0
Head
ft
128
134
140
146
153
250
500
Efficiency
72
70
66
59
51
Power
hp
37
33„5
29,5
25 6
20 6
NPSI-ir
ft
12.7
11
101
10
10
1500
H2Optimize - 'Fairbanks -Morse 9
Selected from catalog: Fairbanks Morse Submersible.50 Vers: 3

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name:
Project Name for which flow is being requested:
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:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
All flows are in MGD
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-FC) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow PIus
(Name or Capacity,* (Firm /pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Hunley Creek 0.849600 0.339840 0.148030 0.101335 0.249365 0.090475
'31 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.
0 Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
-j 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.
Page 1 of 6
FTSE 08-I3

Central Files: APS — SWP
11/4/2016
Permit Number WQ0038841 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
bany.love
Coastal SWRuIe
Permitted Flow
6,840
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Courtyards at Emerald Lake Phase 3
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government,- County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
11/4/2016
App Received Draft initiated
.10/27/2016
Scheduled
Issuance Pubilc Notice issue Effective Expiration
11/4/2016 11/412016
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional Information requested
Additional information received
Waterbody Name
Streamlndex Number Current Class Subbasln

•Vfltt'l ' ••, i i•%,, ,:• ,YI 11 .& iv., •ii, '
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t.
.0 ) 4..,3,,i4 , : k ict
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4 ' rtV ."4 •V \ 7 'i.
4 ) i ?, t
v a,..,,I
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14- A'It.3-1, %.,Dri-,‘ 10:2* •
!11,,; - ?.' .101 ...6::'
1 1(A9..i. i'L. \7,N,44\'* 1
hk
Vi.
i.:1tri, 0'41
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: ' \ t • izi‘ ,
(14 p, j ,4 0) i
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4574
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"7:1, ,12:‘t
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15._ -6 • • 4 1

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environmental Qua
Division of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Sewer to serve Courtyards at Emerald Lake, Phase 3 Subdivision
y
TRANSMITTAL
Date: 10/24/16
We are sending you: [ 1 Copy of letter I 1 Plans 7 Prints I 1 Shop Drawings
] Other
Copies No.
1 9/29/16
1 10/17/16
0/17/16
1 10/17/16
1 10/4/16 1610
1 4/7/15
Date
Description
Cover Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
$480.00 Check (Application Fee)
Preliminary Engineering Feasibility Report
These are transmitted as checked below:
I
For approval For your use As requested 1 For review and comments
Remarks:
Signed:
Received by: Date:

September 29, 2016
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
Subject. Courtyards at Emerald Lake Phase 3 Fast Track Application Cover Sheet
Dear UCPW,
This document is written to provide information describing the final phase 3 build -out design of
the sanitary sewer system for the Courtyards at Emerald Lake Phase 3 project.
The final phase 3 build -out design will consist of 546 linear feet of 8" sanitary sewer gravity
main including 4 manholes. A total of 24 sanitary sewer laterals to serve the lots that will be
installed.
Sincerely,
Frank Cantrell, PE
Project Manager

PAT MCCRORY
Governor
'MC
DONALD R. VAN DER VAART
Secretory
S. JAY ZIMMERMAN
Water Resources Lhrecror
ENVIRONMENTAL QUALITY
As built check list (reference 2T .0300)
Reviewed By: Barry Love
Review Date: 07/07/2017
Project Name: Courtyards at Emerald Lake Phase 3
WQ#: WQ0038841
County: Union
1) As -built has been signed, sealed, and dated by an N.C. PE ® Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes n No n N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ❑ Yes ❑ No ® N/A
4) Is Project design is in accordance with (see section B.13 of PTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). ® Yes ❑ No n N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
❑ Applicant must submit TWO copies of the plans, specifications, and calculations
0 Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance Letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe — As built length I / Original length) < 10%. ® Yes ❑ No
If no application need to be modified
State of North Carolina 1 Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

pr,c9PPER
(: ov roor
MICHAEI., S. REGAN
,lei r"e itw7
S. JAY ZIMMERMAN
Dire/ /0/
July 7, 2017
Crystal O. Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Cent ftc ation Ackn.owledgetnen.t
Project: Courtyards at . nterald Lake Phase 3
Permit No. WQ003 8841
Pertnittee: Union County Public Works
County: Union
Dear Ms. Panico:
The Division of Water Resource's Mooresville Regional C)ffic e received the final engineering
certification with record drawings for the subject sewer extension project on June 27, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt, of this certification indicates compliance with.
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy oftlte final record drawings
for the life of the project. If you have not received such copy from your, eon.sultant, 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:/t/portal.ncdenr org/ e f'yyc stivp,'ps/We_s pnoc frond the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at (704)
Sincerely,
Barry 1 ove
Environmental Specialist
cc: Frank Cantrell, P.E (1 .M I3.&T., 301 McCullough. Drive, Suite 109, Charlotte, NC
Central Files
MRt)
-> -Nothing Com
•Lirnisn,aWUftf ur;;esI Wr./C 1 Q>uaCre� ReOuiwl Clper:fuons
North Giro ;rra `. I ! .5
70.. 0O, w 100 0

Illir
FAST TRACK SE
R ENGINEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT #: WQ0038841
PROJECT: Courtyards at Emerald Lake Phase 3
ISSUE DATE: November4, 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 e 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.
PER +IOTTEE'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 c liection system permitted ein or portions of,
C12ys1r"1.„ O.- f A✓1 c-o e
E mere':✓ Plea "to F
Printed Name, Title nlfANA4Et L r Signature
ENGINEER'S CERTIFICATION
FWlftri
, V rIelas a dui registered Professional En loser in the State of North Carolina,
having been authorized to observe (periodically, L] weekly, Li 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; 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 Engine Seal w/signature & date:
al IPartial (include description)
Certification Comments/Qualifiers (attach if necessary)::
Sta¢e. ()f NonCarol i'1 Enviroomwcnul Qu ty I akev e
Mc,oresnille'Refpunal Office! 610 Exist Center Aventae,
1c, S