WQ0038926_Regional Office Historical File Pre 2018

Water Re
ENVtRONM ENT AL lie A.r„pTY
PAT MCCRORY
Goveroor
Dt NAL R, A DER VAART
Seeretwy
S JAY ZIMMERM.AN
TPA veror
December 14, 2016
Mr. Rodney Howard, Owner
Roadra, LLC
137 Cross Center Road, Suite 325
Denver, NC 28037
Subject: Permit No. WQ0038926
Roadra, LLC
Cowans Ford Storage Facility
Wastewater Collection System Extension Permit
Lincoln County
Dear Mr. Howard:
In accordance with your application received December 12, 2016, we are forwarding herewith Permit No.
WQ0038926 dated December 14, 2016 to Roadra, LLC (Permittee) for the construction and operation upon
certification of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition II.I : This permit shall not be automatically transferable; a request must be made and approved.
Condition II.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute § 143-215.6A through § 143-21.5.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
State of North Ca Environmental d Wider Resources 1 Water Quality Regional operations
s+n11c lda$6 i }i ce 610 East Center Avenue, Suite 301 1 Mooresvilk, North Carolina 28115
1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have
request an adjudicatory hearing upon written request within 30 days following receipt of this pe n t; Thus
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filedwith the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at [e-mail].
Sincerely,
F by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Patrick Murphy (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quality '
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
in accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations,permission is hereby granted to the
Roadra, LLC
Lincoln County
for the construction and operation of approximately 9401inear feet of 8-inch PVC gravity sewer; to
serve Cowans Ford Storage Facility, and the discharge of 1,250 gallons per day of collected
wastewater into the Water and Sewer Authority of Lincoln County existing sewerage system, pursuant
to the application received December 12,.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
Environment and Natural Resources and considered a part of this permit. . .
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: _ WQ0038926
Permit Issued: . December 14, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Roadra, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the East Lincoln Sewer District Killian
Creek Regional Wastewater Treatment Facility in accordance with Permit Number NC0088722.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Purnp 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 Perrnittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is ntingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
L SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 1,250 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)].
II. STANDARD CONDITIONS
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 Perrnittee, 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
rnerits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum 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.01101
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water -standards. -
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump' station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (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 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 Iegal 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 staffmember 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. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or -
b. Any SSO and/or spill over 1,000 gallons; or
-c. - Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8 -

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]E
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form. CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G,S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0148(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall he submitted
with the certification.
A complete certification. is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
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%0 or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

r
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 he requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's .
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer -to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations; or ordinances that May 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)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: ROADRA, LLC
PERMIT #: WQ0038926
PROJECT: COWANS FORD STORAGE FACILITY
ISSUE DATE: DECEMBER 14, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ( periodically, © weekly, (j full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted. February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of :Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final LI Partial (include description)
Certification Comments/ usrlitfe.rs (attach if necessa
NC DWR — W ate r Ctuallt + Region at Operations Section 610 East Center Avenue, Suite 301, rvlooresvilte, NC 28115
Mooresville_flegLslnaLS?lfice...:::.. ..... , Phone;:_(7-Q 6z6.3-1699 —FAX: [phone]a40

State of North Carolina
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 0I� JQ 4.^ (to be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1,. Applicant's name: Roadra. LLC (company, municipality, HOA, utility, etc)
2, Applicant type: fJ Individual Corporation © General Partnership D Privately -Owned Public> Utility
Federal © State/County © Municipal © Other
3. Signature authority's name: Rodney Howard per i 5A NCAC 02T .0106(b)
Title: Owner
4. Applicant's marling address: 137 Cross Center Road, Suite 325
City: Denver State: NC Zip: 28037-
5. Applicant's contact information:
Phone number: (704) 361-91 19 Email Address: N/A
PROJECT INFORMATION:
I. Project name: Coy/arts Ford Storage Facility
2. Application/Project status: Proposed (New Permit) © 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: WQ00.
3. County where project is located: Lincoln.
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4367' Longitude:-81.9708'
5. Parcel ID (if applicable): 02101, 34492
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L Professional Engineer: Patrick. Murphy, License Number: 036836
Firm: R. Joe Harris & Associates.,lnc.
Mailing address: 127 Ben Casey Drive, Suite 101
City: Fort Mill State: SC Zip: 29708-
Phone number: [phone] Email Address: pmurphy ?rioeltarris,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Killian. Creek WWTP Permit Number: NC0088722
Owner Name: Lincoln. County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQCS 00149 Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): East Lincoln Sewer System
FORM: FTA 04-.16 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?
QNo N/A
lithe Applicant is a Developer of lots to be sold, has a Develuoper's Operational Agree nt 'FORM: DEV°) been attached?
Yes QNo QN/A
If the Applicant is a %iorsre'f ropel'ly Owners` oelation, has an Operational eA.�cemen
Q Yes ©No t'N/A
4. Origin of wastewater. (check all that apply):
Q Residential Owned
Q Residential Leased
Q School / preschool / day care
Q Food and drink facilities
Businesses / offices / factories
Nature of was
© Retail (stores, centers, malls)
0 Retail with food preparation/setvice
© Medical / dental / veterinary facilitie
Q Church
Q Nursing ,Horne
raters '100 % Domestic/Conan
a' Industrial See ► 1CAC 02T .010.3
IS there a Pretreatment Program in effect?
b. Has a'I3caw reduction been approved under I5A NCAC 02T .01 14(f)'r
f yc , provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
cial
Yes
OR l` l; H Abeen attached?
Q Car Wash
■ Hotel and/or Motels
Q Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
EjYes QNo
No
Establishment Type (,see 02T.0114(f)
Commercial Storage Facility
ily Design Flow
gal/employee/shift
No. of Units
Flow
1,250 CiPD
Total
a See A NCAC 02'T .0114 d e "1 atY 1e for caveats to wastewater design flow rates (i.e., niimmurn 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 Ci,S. 42A-=t).
b Per 15A NCAC 02T .0114(c),, design flow rates for establishments not identified [in table 15 A NCAC 02 .0l 1414J shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other, measured data.
i. Wastewater generated by project: 1,250 GPD (per 1 NCAC 02T .0114)
Y Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why
Q Pump Station or Gravity Sewer where flow will be perm' tte d in subsequent permits that connect to this line
Q Flow has already been allocated in Permit Number:
© Rehabilitation or replacement of exisimg sewer with no new flow expected.
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
(Gravity Sewe
Material
940 PVC
Section II & III of the MDC for 'Pero itt n,g of Gravity Sewers contains information related to design criteria
Section II1 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
VI:II. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .03Q5 & MDC (Pttnnp Stations/Foree Mai
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
t, Pump station number or name:
2Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design flow of the pump station: millions gallons per day (firm capacity)
4, Operational points) of the pump(~); gallons per minute at feet total dynamic head (TDI-1)
5, Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet) Material
6, Power reliability in accordance with 5A lit C 02T ,Q3Q h)(I):
Standby power source or pump with automatic activation and telertaetry - 15,A NCAC 02T :0305(h)(l)(`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 - IS., NCAC 02T
.0305(h)(1)(C)
or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T ,0305(h)(l)(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.
Y If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the purnp 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 A1200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in I.5A NCAC 02T .030510
5A NCAC 02T.0305(f) contains minimunrse arations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed waterwater_hnkcaIreciamed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
Any private or public water supply source, including any wells, WS-1 waters of Class 1 o
Class 11 impounded reservoirs used as a so ce of • inkin. water
*Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HOW, or SB from normal
hh water (or tide elevation) and wetlands (see item IX.2)
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
y other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more verticalheoi1i
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
10 feet
5 feet
10 feet
0 fe
e
10 feet
36 inches
• I 5A NCAC 0.271.0305(g) contains alternatives where separations in 02T,031)5(11 cannot be achieved,
'Jo **Stream classifications can be identified using the Division's N S rfa-e.Water Cla.ssifications we
If noncompliance with 021.0305 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 ifthe alternative design criteria specified is utilized in design and construction
)'•' As built documents should reference the location of areas effected
Yes
No
3. Does the project comply with all setbacks found in the river basin rules per I5A NC.AC7 02B .0200? Yes [J No
This would include Trout ButTered Streams per 1.5.ANCACI213.0202
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,0105(c)(6) (additional permitsleertifications)? Yes D No
Per SA 'NCAC 92T.01.05(c)(6), directly related environmental permits or certitication applications are being prepared, have
been applied for, or have been obtained. Issuance of this pemlit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
.Per 15A. NCAC 02'r,0402,., "hig.h-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.
ED Yes No
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and locauon)
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

CERTIFICATIONS:
I, Does the submitted system comply with 15,= .NCAC 02T, the Mi.niinusn Design. Crit ri for the Permitting of t'ttcttt tabors~
and Force Mains(latest version) and the jravit ° SeMinimum Design Criteria (latestversion) as applicable'?
Icl Yes Q No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review, Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
Professional Engineer's Certification:
(Professiorlal Engineer's name from Applicatio
attest that this applicatio
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 havedeveloped certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that l have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-2.I5.6A and 143-215,6F3, 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
0411ft/tt
include a fine not to exceed S 10,000, as well as civil penalties up to S25,000 per violation, _ CAI
North Carolina Professional Engineer's seal, signature, and date:
arui�tln�ru,
ssi0.1`
SEAL
C-4168
Applicant's Certification tier I SA NCAC 02T .0106(b):
hoftty's na
title from Appl.i.ctttio
that thi
tion for
has been reviewed by me and is accurate and complete to the best of stay knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated, 1 also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE— In accordance with General Statutes ,143-215.6A and a4'3, 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.
Signature:
Date;
FORM: FTA04- 1 6
Page 5 of 5

Cowans Ford Storage Facility
Sanitary Sewer System Project Summary
A. PROJECT DESCRIPTION
The Cowans Ford Storage Facility is a commercial storage facility located east of highway 16 and
northeast of highway 73 and Club Drive intersection in Lincolnton County, North Carolina. This
development consists of approximately 9.685 acres and 0.464 acres within the existing public Right of
Way. This project will be featuring 5 self -storage buildings along with an existing office building.
This development site consisted of 2 Tax Parcel Numbers; 4611-29-6194 for the existing commercial
office and 4611-38-0977 for the proposed self -storage building.
The sewer infrastructure for the site will consist of approximately 940 linear feet of 8" PVC gravity
sewer. There will also be 3 new manholes. At the time of completion, the system will be turned over and
will be owned, maintained and operated by Lincoln County Public Works.

SANITARY SEWER SYSTEM CALCULATIONS
for
Cowans Ford Storage Facility
Lincoln County, North Carolina
Prepared for:
Roadra, LLC
137 Cross Center Road, Suite 325
Charlotte, North Carolina 28037
September 16, 2016
Prepared by:
R. JOE HARRIS & ASSOCIATES, INC.
127 Ben Casey Drive, Suite 101
Fort Mill, South Carolina 29708
Phone: [phone]

Sewer Calculations
for
Cowans Ford Storage Facility
Lincoln County, North Carolina
September 16, 2016
Average Daily Flow (ADF) for Cowans Ford Storage Facility Contribution:
ADF = employee/shift x 25 gal/employee/shift/day
= 50 employee/shift x 25 gal/employee/shift/day
= 1,250 GPD (0.87 GPM)
Peak Flow (PF) for Phase Cowans Ford Storage Facility Contribution:
PF = ADF x 2.5 Peak Factor
= 1,250 GPD x 2.5
= 3,125 GPD (2.17 GPM)

PF71-,q13,
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: Roadra, LLC
Project Name for which flow is being requested: Cowans Ford Storage Facility
More than one FTSE may be required for a single project lithe 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: Killian Creek WWTP
b. WWTP Facility Permit #: NC0084573
All flows are in MGD
c. WWTP facility's permitted flow 3.35
d. Estimated obligated flow not yet tributary to the WWTP 0.828
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
1.047
0.001
1.875
55.9 %
II. Complete this section for each pump station you are responsible for along the route ofthis
proposed wastewater flow.
List pump stations Iocated between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average.Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
#37 6.62 2.648 1.576 0.828 2.404 0.244
#15 5.40 2.160 1.390 0.638 2.028 0.132
#10 0.54 0.216 0.114 0.017 0.131 0.085
#20 0.259 0.103 0.028 0.009 0.037 0.066
* 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 (pf) 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): East Lincoln Water and Sewer District
Downstream Permit Number: WQCS00149
Page 1 of 6
FTSE 04-16
l

. Certification Statement:
I Donald V. Chamblee, Jr. 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.
i Qg------x
013. lzpt
Signing Official Signature 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:
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.
I43-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of 6
FTSE 04-16

Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section Y
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
£ = 0.015 MGD
g. = 3.215 MGD
h. = 53.6%
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h.=55.8%
Each subsequent FTSE form will be updated in the same manner.
Page4of6
FTSE 04-16

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pi) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS 0.800 0.320
Valley Road PS
Approx.
Current Avg.
Daily Flow,
MGD
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.252 0.080 0.332 -0.012
1.895 0.758 0.472
0.135
0.607 0.15I
Page 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
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:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section 11 above.
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.
Page 6 of 6
FTSE 04-16

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT of THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: ROADRA, LLC
Limited Liability Company Information
Sosid:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1479049
Current -Active
Current
Domestic
11 /3/20 15
January
Howard, April D
Reg Office:
Reg Mailing:
Principal Office:
Mailing:
137 Cross Center Dr Ste 325
Denver, NC 28037-5009
137 Cross Center Dr Ste 325
Denver, NC 28037-5009
137 Cross Center Rd. Ste 325
Denver, NC 28037-5009
137 Cross Center Rd. Ste 325
Denver, NC 28037-5009
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member: Rodney Howard
137 Cross Center Road
Denver NC 28037
https://www.sosne.gov/Search/profeorp/11859960
12/13/2016

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
WWW. LI NCOLNCOU NTY.ORG
October 17, 2016 •
Roadra, LLC
Attn: Rodney Howard - Owner
137 Cross Center Road, Suite 325
Denver, NC 28037
RE: Cowans Ford Storage Facility
Mr. Howard,
This letter is provided in response to your request, dated October 03, 2016, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Cowans Ford Storage Facility Development
(the "Project"). Lincoln County (the "County") has the actual average daily flow capacity at its Killian
Creek Wastewater Treatment Plant to treat the domestic wastewater as requested, and does conditionally
grant approval for the Project, subject, however, to the terms and conditions below:
1. The amount of flow requested for the Project is for 2 parcels with a total flow of 1,250 gallons
per day of additional flow at the NCDENR approved flow rate of 25 gallons per day for 50
employees into LS-20; and
2. For the NCDENR Permits, the receiving sewer treatment facility is the Killian Creek WWTP,
Permit #NC 0088722. The sewer collections facility is the East Lincoln County Water and Sewer
District, Permit #WQCS 00149; and
3. The County shall not be named as the Permittee on NCDENR system applications. You must
make the application to NCDENR in your own name for the System; and
4. Acceptance of the System and transferal of the System to the County is subject to the
following:
a. A complete final inspection and approval of the System by the County, and receipt of other
applicable documentation requested by the County; and
b. Approval of the System by NCDENR, and proof provided to the County of a valid permit
issued by NCDENR with an Authorization to Construct (ATC); and
c. Initiating construction of the Project within two years of the date of this conditional approval.
You must notify the Lincoln County Public Works Department in writing when construction of
the Project is initiated; and
d. The County continuing to have actual average daily flow capacity to treat the domestic
wastewater as requested at the time all other conditions precedent have been satisfied.

pPIPP-
This acceptance and allocation of flow shall only be effective upon your compliance with all of
the above terms and conditions and the County providing an acknowledgment that you have complied
with all of the above terms and conditions.
Included in this mailing is the Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE - 04/16) with the County's portion completed.
If you have any questions, please do not hesitate to call me at 704-736-8497.
Sincerel ,
Chris Henderson
Engineering Associate
Cc: File

R.
oe Harris & Associates, Inc.
127 Hen Casey Drive. Suite I 0 I, Fort Mill, S_C, 29708
(3) 802-1799
December 8, 2016
North Carolina DEQ
Mooresville (MRO)
Division of Water Quality
610 E, Center Avenue
Mooresville, North Carolina 28115
Re: Cowan's Ford Storage Facility
Sewer Fast -Track Application — 1 Submittal
RJH Project No.: 2272
To Whom It May Concern:
We have enclosed the following items for the State's review and approval for the above
referenced project:
1 1 original and 1 copy of the completed Fast -Track Application — dated 9/30/16
2, 1 Project Summary for Cowan's Ford Storage Facility
3, 1 check for the application fee in the amount of $480 made payable to NCDEQ
4 1 signed Flow Tracking/Acceptance Application — dated 11/30/16
5, 1 Sewer Flow Acceptance letter from Lincoln County Public Works
6, 1 copy of the Lincoln County Approved Cowans Ford Sewer plans
If you should have any questions or require any additional information, please feel free to contact
me at 803-802-1799 or via email at dgatesPrjoeharris,com
Sincerely,
R. JOE HARRIS & ASSOCIATES, INC
Daniel Gates
Project Manager

Central Files: APS SWP _
12/13/2016
Permit Number WQ0038926 Permit Tracking Slip
Program Category W Status Project Type
Non -discharge in review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
1,250
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Cowans Ford Storage Faciiity
Location Address
Owner
MajorliViinor Region
Minor Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name Owner Type
Roadra LLC Non -Government
Owner Affiliation
Rodney Howard
Dates/Events
137 Cross Center Rd
Denver
NC 28037
Orlg Issue
12/14/2016
App Received
12/12/2016
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective
12/14/2016 12/14/2016
Regulated Activities Requested /Received Events
Office
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

r
ROADRA LLC
137.CROSS CENTER RD'STE 325
DENVER,NO 28037-5009

May 3; 2018
Attn. Ori Tuvia
Environmental Engineer
North Carolina DEQ
Division of Water Quay
610 E Center Avenue
Mooresville, North Carolina
Re: Cowan's Ford Storage Faciiity
Request for Release of Wastewater Flow Allocation
RJH Project 2272
NCDEQ Permit No,' W00038926 (December 1/4, 016
Mr. Tuvia.
On behalf of Roadra.. LLC, we wish to relingi4 h the wastewater flow aflocatiora caf' l,2y0
per day that was approved for the Cowan's Ford Storage Facility under the approved
collection system extension permit #W0003892 issued on December. 14, 2016. The exte
of approximately 940LF of 8' PVC gravity sewer is no longer necessary
During construction it was determined that thr; e< strn sewer i t ptic y
active would be sufficient to handle the needs arol ty a rat th«at the
gravity sewer line would no longer be necessary in order to service the site.
If you should have any cfc.+estions tar require any additional information, please feel free to contact
me at [phone] or via entail at _rttr kt, rfi ceaz, f arar r fir.
Sincerely,
R. Joe Harris & Assoc;
Patrick Murphy, P.E.
Engineering Director
ey Howard
rt' Owner
was alre, iv
n of the new

Tuvia, Ori A
From:
Sent:
To:
Cc:
Subject:
Attachments:
Patrick Murphy <[e-mail]>
Wednesday, May 09, 2018 11:49 AM
Tuvia, Ori A
'[e-mail]'; Chris Henderson ([e-mail]); Daniel
Gates
[External] Cowan's Ford wastewater extension - request for release
NCDEQ Wastewater Extension Permit.pdf; Cowans Ford_Release of sewer flow request_
05.08.18.pdf
CAUTION: Externalemail, Do; not click links oraopen attachments unless=verified. Send a suspiciaus email as'an attachment to •
Ori,
Per our phone conversation the other day, please find attached a letter officially requesting for our approved
wastewater flow allocation to be relinquished for the Cowan's Ford Storage Facility project in Lincoln County. I have also
attached a copy of the approved permit. Please let me know if this is everything you need to process this request.
Thanks
1