WQ0039769_Regional Office Historical File Pre 2018

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA C LPEPPER
terun .0treL/Of
February19, 2018
Maria Stroupe, Town Manager
Town of Dallas
210 North Holland Street
Dallas, NC 28304
Subject: Permit No. WQ0039769
To wn of Dallas
Long Creek Apartments Phase 2
Wastewater Collection System Extension Permit
Gaston County
Dear Ms, Stroup::
In accordance with your application received January 26, 20-18, and additional infonriation received
February 15, 2018, we are forwarding herewith Permit No. WQ0039769 dated February 19, 2018 to the
-fown of Dallas (PenDittee) 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 This permit shall be effective from the date of issuance until rescinded and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 he 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 he made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance With 15A NCAC 21 .0403 or any individual system -wide collection system
permit issued to the Pertnittee,
It shall be the responsibility of the Perminee 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 §14.3-215.6C, 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 adjudicator), hearing upon written request within 30 days following receipt of this permit. This
request inust he in the form of a written petition, conforming to Chapter 15013 of North Carolina General
Statutes, and filed with the Oilice of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Slate of S'agth Caroli,na El -corm -mental 1a1I Wilier Resources ; Water Qualify Regional Operintoris
Moocesville Regional Office j 61.0 'East Center Avenue, Sttil.0 301 1 Moresville, North CarJr.,lina 281. 15
70.4 663 1699

If you need additional intbnnation concerning this matter, please contact Ori Tuvia at [phone] or
yia email at ortjuvixliEnedenr. toy)
Sincerely,
by W. Core) Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDFQ
cc: Jim Chandler (RE„) (E-cop))
Mooresville Regional (Mae Files
Water Resources Central Files
PLR( S (E.-copy)
Page 2 of 8

EnVIr-Ornnenl'alQuth
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTNIENT OF ENVIRONMEN'TAL 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
Town of Dallas
Gaston County
for the construction and operation of approximately 83.5 linear feet of 8-inch gravity sewer to serve
8 one bedrooms units, 48 two 'bedroom units, 24 three bedroom units and an office as part of
Long Creek Apartments Phase 2. Development, and the discharge of 22,130 gallons per day of
collected wastewater into the City of Gastonia existing sewerage system, pursuant to the application
received January 26, 2018, and additional information received February 15, 2018„ and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer .Minimum Design Criteria adopted
February 12, 19.96, 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 limitationscontained therein.
Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
authority the Environmental Management Commission
Permit Number: WQ0039769
Permit Issued: February 19, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Town of Dallas is hereby authorized to:
-11
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Long Creek Regional Wastewater
Treatment Facility in accordance with Permit Number NC0020184.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
1.5A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable,. unless specifically mentioned herein, Division
approval is based on acceptance of the certification provided by a North .Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 22,130 GPD, shall be made tributary to
the subject sewer system until an application for permit modification tbr an increase in flow
has been submitted to and approved by the Division. [I.5A NCAC 02T.0304 (b)1
II. STANDARD CONDITIONS
1. This permit is not transferable, In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. 'the approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 021.0104; G.S 143-215.1(3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A„ NCAC .2T th Divisin s ,Gravityer
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.01 10]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .011.0]
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 m.et: [15A NCAC 02T .0108(b)i:
a. The sewer system shall be effectively maintained and operated at alt times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
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 inventor and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every dal,/ (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 the entire sewer system shall be conducted at least oncc per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with I5A NCAC 2R .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.
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 maintainedin 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 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. An' process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wa.stewater transport, such as mechanical or electrical failures of
pumps, line blockageor breakage, etc.; or
b. Any SSO andlor 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],
Page 5 of 8

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 1,1 of Form CS-SSO (or the most current Division
approved form) can .also be completed to show that the SSO was beyond control. [G,S, 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall he scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.. [15A NCAC 021,01.08(b)1
Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall he considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions..
;If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification,
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined, as the design drawings
that are marked up or annotated with after construction information and show required buffers,.
separation distances, material changes, etc.
h. 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 pimp stations' storage.
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c, Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary -form,
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacit) 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 he 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
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 .01. 16]
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,0•105(01
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection. facilities. [1.5A NCAC 02T .01161
10. Failure to abide by the conditions and limitations contained in this permit; 1.5A NCAC 2T; the
Division's Gra.vity Sewer Design Criteria adopted February 12., 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-21 5.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,.
andlor referral of the North Carolina -licensed Professional 1:.ngineer to the licensing hoard. [15.A
NCAC 02'1 .0104; 15.A. NCAC 02T .0108(h-0]
11 n the event that the wastewater collection facilities fail to pertbrm 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 .011.0; 15A NCAC 02"I .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. 143-21.5..1(b)1
Page 7 of 8

FAST TRACTTRACKSEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF DALLAS
PERMIT #: WQ0039769
PROJECT: LONG CREEK APARTMENTS PHASE 2
ISSUE DATE: FEBRUARY 19, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition '7of 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 shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERM TFEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name. Titic Signature
ENGINEER'S CERTIFICATION'
Date
.as a duly- registered Professional Enaineer in the State of North Carolina,
having been authorized to observe periodically, 0 weekly, j 11111 time) the construction of the
project mune 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 tobe 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
applicahle; 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'sSeal w/signature & date:
Final Partial (include description)
Certification Continents/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division. of Water Resources
15A NCAC 02T .0300 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number rIC,9 110 be completed M DWit
itern must be completed or the pplicating will be returned
1. APPLICANT INFORMATION:
1, Appl.ic.ant's name: Town of Dallas (company, munici -HOA, uttlay etc)
2.Applicant tpc Jndividual LI Corporation 0 General Partnership
Federal fJ State County El Municipal
Signature authority's name: Maria Stroupc per
Title:. Town Manager
4, Applicant's mailing ,address: 210 N. Holland Street
City, Dallas State: NC Zip 28304-
.5.. ,Applicants contact information:
Phone number: [phone] Email ,Address: mstroupe@dallasne,net
Ej Privately -Owned Public Uttht
El Other
V), C OSNIRIVOM
2,0
II. PROJECT INFORMATION:
Project name: Long Creek Apartments Phase 2
2„Application/Project status: S Proposed New Permit) 0 Existing 'Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date
If new construction but part of a master plan, provide the existing permit number WON
3, County where project is located: Gaston
4, :Approximate Coordinates (Decimal Degrees): Latitude:, 35,321-ongitude:
5. Parcel ID (if applicable): 223655
(or Parcel ID to closest downstream sewer)
111, CONSULTANT INFORMATION:
1 Professional Engineer: Iim Chandler License Number: 026466
Finn: Timmons Crow
Mailing address: 5410 Trinity Rd, Suite 102
City: Raleigh State: NC: Zip: 27607-
Phone number: [phone] Entail Address: iim.chandier@timmons,com
IV. WASTEWATER TREATMENT FACIISIN (WWTF) INFORMATION:
1 Facility Name: Long, Creek WWIP Permit 'Number: NC00201 84
Owner Name: City.of Gastonia
RECEIVING DOWNSTREAM SEWER INFORRTR»I (if different than WWII):
Permit Number(s): WQ Downstream (Receiving) Sewer Size: S inch
ide Collection Sy,„$iem Perno WQ(S0001 7
Owner Name(s): Gastonia
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL_ RFQL°IRF..N1EN
lathe Applicant is a Privately -Owned Public t:tilit
If the Applicant is wr Developer of lilts t
w,. If the .Applicant is to 1191r1L, l'inp ,i,t} t)wner ° r
Crian of w,crr,tecciter. (c.he,e.
n Residential Owned
0 ReSidenti:rl Leased
r1 Sche.11._ preschool
Food ,and drink tac°ilities
liusi
Nature of wastewater : 1 Qt) ". ; Domes
[J Retail (..
11 Retail with
Medical ,` dent
Church
D Nillrsin%t. Horne
Has a now reductikrtl hccn approved ander 1,
5 Ufl1111d1"I ZC w4":;1S. ter Owatel" generated h\ t}r+„;)f let:
[ stnblishrnent "Type (sec 11 °I',._t11 1-1(1)1
h
n;Sinas,.
if Public Convenience rtw.e drld Neeessdy twit lfached?
A
z=.
he+d?
Ala- le114)
Flow "n t1, of L.i1)atsl Flow
1,91u GPI)
f S.E,:ft) GPI)
GPI)
r;i+'l)
Itr si,g1steb.yatcr &sign
dwelling:, proposed unknown non-residential deweit"Ipale._`ril uses; .„?IahItc access t iciInles
Ind residrnat:nil property located south or east of the AtIaritic Intracoastal 'Waterway to he aced waeati:on repttafs as defined
genera
It include fur.
P1.) (pc1 I \
sly permitted
se
Connect to t1'IYr°r line

IL GRAVITY SEWER ,DESIGN CRITERIA Of Applicable) - 92T .,0305 & MI)( ((ravitv Sewersit
Summarize gravity sewer to he permitted
Size (inches) Length (feet) Material
8 835 C900 PVC
Section It & Untie WC for Permitting of Gravity Sewers contains information related to design criteria
Section 111 contains information related to minimum ,slopes (or gravity sewer(s)
Oversizing lines to meet minimum stupe requirement is not allowed and a violation of the MDC
STA.'110N DEstcNi CRITERIA (If Applicable) --,02T ,0,305 & MDC (Puy StrE.,nsiforee Nlainslz
COMPLETE FOR EACH PUMP STATION INCLUDEP IN THIS PROJECT
imp station number c)r name:
2. Approximate 'rites (Decimal Degrees): Latitude: liongitude:
3, Design flow of the pump station: milliOnS gallons per day (firm capacity)
,4. Operational point(s) or the pump(s): gallons per minute 1l et total dynam c had
Summarize the force inain to he permitted rtOr tins Pomp StarUini
Size (inches) 1 Length (feet) 1
Material ,••
'-..
.•
1 i
1 $
6. Power reditibility In accordance wdri 115i\ SiCAC 1I1,030,501.111r,
,tanooy pcorver source or pump with aulomatic rict1v3tiiin and telemetry - 15A NC AC 02T M30501)(1:031:
:Jo Recrised (dr all pump stations with an average daily (low grQater than eqUal tO 15,000 grii Ions per (.1ay
Ntust be. permanent .to
r...tr if the pump station has an average daily flow ihan 15,000 gallon per day:
[1.i Portable powcr otrree with rnanual quick-eunnection reccotacie and teleirietry - 15.A NCAC 02-1
,030.5(Ira 1)W)
Or
Portable pumping unit with Flogged emorgency pump connecCon and telemetry- - 15A. NC:AC 02T .0305(11)(11
s.tuill he demonstrated to the Dividon that the portable source is owned or corniIicted by the applicant (draft agreement)
and is compatible with the station,
lithe portznile power source or pump is dedicated to iple pump stations, an CValuation of ail the pump stations' storage
capacities and the rotation sche.dule of the portable power source or punip, including, iravel tiireframes, shall be provided
in the L%_,,Ise of a ITIUltipk: Station power01
1ORM: PTA Oct- 1h Page ,3 of

IX. SETBACKS & SEPARATIONS— (0213 .0200 & 15A NCAC 02T .0305(fl);
Does the project comply with all separations found in LC Q:L9t1:4_o)
• 5A NCAC 02T.0305(t) contains minimum separations that shall beprovided for
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benche
h ntal)
Z Yes DNo
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimeds (horizontal - recla' ed over sew
Any private or public water supply source, including any wells, WS-i waters of Class I or
ass 11 unded rese v .rs used as a source of drinking water
**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)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundatlo
Any basement
Final earth grade (vertical)
1.8 inches
2 feet
eet
0 feet
10 feet
5 feet
10 feet
36 inches
(52eNtLAi',..`0...3,030; contains alternatives where separations in 02.T 030.1.) cannot be achieved,
**Stream classifications can be identified using the Division's St Siirfatx Water CI,assiticationwehpAgg
.> If noncompliance with 0IJ)3051ti,kir,i,o, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Ej Yes D No NIA
• 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
;i.'• As built documents should reference the location of areas effected
Does the project comply with setbacks found in the river basin rules per l,,5A !L!Q Ves No Ej NIA
• This would include 'Trout Buffered Streams per :15AN(IA c 2E3,0202
4. Does the project require covera.gelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
' Information can be obtained from the IUI&t3ffliereemitting,_qrailch
Z Yes {-,:j No
Does project comply with cif2„1 a) 0,5iclk) (additional permitsicenficaons)? Z Yes D No
Per I 5A NCAC 021 j)i 9,5:1Khrfq, directly related environmental permits or certification applications are being prepared, have
been applied foror have been obtained. Issuance of this permit is contingent on issuance of dependent perinits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per ISA. NCAC Q27"040.2, "high-prioritysewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strea.mban.ks that is subject to erosion that undermines or deteriorates the sewer.
Yes IjNo N/A
If yes. mctude an attachment with details for each line, including type (aenal 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: FT A 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Monintim,acjga CI-J(A11,1911J11,,: 1,sapliunIt411ftuml:511;*mp.
(1,41,Y111_99)„,.1uld the ciraY1tYSeWer„Mintlitlito Ye..,t„fnt„) as applicable?
Z 'Y'es No
f No, CO mplete and submit the Vartance/A ternative Design Request application (VADC 10-14) and supporting documents for
review, A oprovaI of MK:request is. required prior to submittal oldie Fast Track Application and supoorting,documents
Professional Engineer's Ceititkanon
James (Jim) Chandler micm that this app
{Professional Engineer's name from Application Item 111 1
has been reviewed1„)y Inc and is accurate„ complete and consistent with the information supplied in the plans„ specifications,
engineering calculations,. and all her 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 ud Porte Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that have reviewed this material and
have judged it to be consistent with the proposed design.
NO11E1 hi ccordance_ with CrCIICVAI Statutes 14,3-215,6A and I.43-215,6B, any person who knowingly makes any fake
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $1,0,000, as well .as cavil penalties up to $25,000 per violation..
North Carolina Professional Cngineer's seal, signature, and date:
SEAL.
x, 026486
ip
Applicant's Cern tauon per 1 SA NCAC 02T ,0106(15),
Maria Stroupe, Town of Dallas, Town Manager
ISignature Authority's name & title from Application Iteni 1.3.)
attest tha,, this „:_mplication for
has been re V -wed by me and is iiiectirz'ile and complete to the best of rny k 1ede 1 nderstaud thai 11 equired parts of
this application iire not completed and that if all required supporting documentation and tittaehments are not included, this
application package is subject in being returned as incomplete, I understand, that any discharge ,ofwastoc iter from this non -
discharge system to surface ‘Ailters or tlie land will result in nt inunediate enforcement i,iction that may include civil penalties,
injunctive (the', crr iit prosecution, I will rnake no claim against the Division LAW,iiter Resources should a condition
of das permit be violated. 1 zilso understand that if all required, parts of this application package are not completed and that if
iill required supposing 1116)ra-wit-NI and attachments are not included, this application package Will be returned to me as
incomplete,
NOI F — In aceordance with General Statures 1.43-215,6A and 143:21,5„6173,, any person who knowingly makes any false
statement, representation, or certification in any application package .shall be guilty or a Class 2 misdemeanor, which may
include a (Inc iwt to cxcced $1!0,000a: well as civil pettal(ies up to $25,000 per vOolatiory
Signature- 1r - Dale
FORM FTA 04-'16 Page 5 of 5

PROJECT A TI
Project Name Long :, Phase 2
Location: 1478 Lower Dallas 1iWy, Dallas, NC
Owner,
L ielopere
Co
Med Group, L.1.1
P.O. Box 2494
Gastonia, NC 2053
Long' 'reek Apartments, 1
Fred Mills, J.,
P.C. Box 6171
Raleigh, NC 27628
1'1rct�re. 1 -755- 155
TimmonsCiroup
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: 1 - 66-4 51
PROJECT DESCRIPTION AND NARRATIVE
e proposed project i inside Dallas low jurisdictional litttit and
. The scope of th
project will include 6 apartment buildings and
The proposed public sewer extensionex ension provide dornesuic service
subdivision on a .731-acre tract of land in Dallas, NC.
Development Flow date, "3 ,1 0 gpd
bedroom houses 1u .. dunit
bedroom houses r,240 ,earls unit
(24) 3 bedroom houses ( 360 gpd.°'unit
Cienetwal Business and Office Facilities E
pd unit
located along Lower Dallas
community building,
ong Creek P1ias

USGS MAP — Gastonia North Quadrangle
North Carolina — Gaston Co.

- VICINITY MAP NOT TO SCALE -

3, 2918
Stroupe, Town Manager
town of Dallas
210 N. Holland Street.
Dallas, North Carolina 2; t)34
Subject: Sewer Flow Acceptanee — Long Creek Apartments Phase 2 Revised
Dear Ms. Stroupe:
Two Rivers Utilities has existing sewer tines in the vicinity of the proposed Long Creek
Apartments Phase 2, The proposed development includes the construction of 80 apartments with.
an average daily flow of 22,130 gallons per day. Two Rivers Utilities does have the willingness
and capability to provide sewer service to the Long Creek Apartments Phase 2,
`l''he wastewater from this project will be treated at the Long Creek. WWTP, NPDES Pert it
Number NC0020184. The permitted capacity of the Long Creek WWTP is 16 MOD. The
Average Daily Flow for .2017 is 6."7 MGE). There is capacity available to provide wastewater
treatment for the Long Creek Apartments Phase 2.
i'hc commitment to serve is contingent upon the project complying with all local and state
regulations.
[phone] if you have any qu
Director
'Two Rivers Utilities
ns car need additional information.
C: Bill Trudnak, Public Works Direettr, Town of Dallas
Michael Bynum, Division Manager, TRU Engineering
Stephanie Scheringer, Division Manager, Wastewater Treatment
Jim Chandler, Timmons Group
P. 0, Box 1748
Gastonia, N.C. 28053

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Trackit Acceptance for Sewer Extension Applications
WISE 04-16)
Entity Requesting Allocation: Town of Dallas
Project Name for which flow is being requested: Long Creek Apartments Phase 2
Mare than one FTSE may be reqteiredfor a single project Ole owner the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
• Complete this section only if you are the owner of the wastewate
a. WWTP Facility Name: Long Creek WWTP
b. WWTP Facility Permit #: NC0020184
e, WWTP facility's permitted flow
t plant.
All are in MGD
16.0
d. Estimated obligated flow not yet tributary to the WWTP 1.656
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
6.5
11. 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) (3) (C) (D)—(B+C) (E)-(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Finn Flow** CUrrell t Avg. Tributary Flow Plus
(Name or Capacity, * (Firm I pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MOD Flow Capacity***
* The Firm Capacity ofauy pump station is defined as the maximum pumped flow that
can he 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 (pf.) not less than Z.S.
*** A 'Planning Assessment Addendum shall be attach d. for each pump station located
between the project connection point and th.e WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewer): Long Creek Outfall
,Downstream Permit Number: Unknown
Page 1 °fa
04-1 6

t ttilaticatStaten
the volumevi tie of gas
tceiving wastewatet
cause any capacity r it
a r aute to the tic-cub/in
tat:
der ti f) tra the, "hest of my kncissici that the addition of
project has been evaluated along the route to the
ad that the flow from this project is not anticipated to
nitaary sc e t° overflows rat° overburden any downstream pump station
Herat plant taratl r trrarrraaal itccrrrrstati.e s, given the implementation
planned tinprovera arts identified in the plaimmg assessment where applicable, "1"Isis
ysis 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 If
attached planning assessment aadd ndums for which 'he responsible party.
s form it di ates aecept9nre of dale wags at e` tfar ,
Page '' rat

•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDENR-Mooresville Regional Office Date: 01/23/18 Job #:39509
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
EJ ENCLOSED PLEASE FIND:
WE ARE SENDING UNDER SEPARATE COVER:
COPIES f DATE
2
NUMBER
2
6
Project: Long Creek Phase 2
Reference:
Copies Sent To:
n N RIDWR
DESCRIPTION
Fast Track Sewer Application
Project Narrative
USGS map
Vicinity Map
Flow Acceptance Form
Check for $480
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once,
2 1 1
PylCORTA-;,\P,
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 ordexterhoweijmmonscorn.
Thank you,
Dexter Howell
Project Manager
SIGNED:
orrt
Trinity Road, Suite l
co
c7)
|Infrastructure

Perm Number W00039769
Cent& Files APS
Permit Tracking Shp
SWP
2/19/2018
Program Category
Non -discharge
Status Pretend. TYPe
Active New Project
Parana Type Version Permit Classification
Gravity Sewer Extension, Pump Stations., & Pressure Sewer Extensions 1,00Individual
Primary Reviewer
barry,love
Coastal Sl'Hull'
Pero-atter:I Flow
22,130
Eratelbrer
Permit Contact Affiliation
Papally Name
Long Creek Apartments Phase 2
Location Address
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
'County
Gaston
Owner Name
Town of Dallas
OofesiEverds
Owner Type
Government - Municipal
Owner Affiliation
Rick Coleman
Mayor
210 N Ho and St
Dallas
NC 28034274
Ong Marie
2/1912018
Apo Received
1/26/2018
„GedirellatieCitAbtertridia
„fg . . •
Draft diatalea
Scheduled
issuance
Earwig Notice issue
2119/2018
.itltairipteratedirRiercerverd Etereartat. ••
Effective
21190018
Expiration
Apartment coniplex Adaltional information requested 1,29/18
Condominium Addittunal information received 2t15118
Subdivision
Sifamming pool backwash
bleasteLveler collection
tidatereedY Name
Strearnlede111umber
Current Class Subbasin