WQ0036542_Regional Office Historical File Pre 2018

ATA
NCDENR
North Carolina Department of .Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John Skvarla, III
Govemor Director Secretary
May 23, 2013
Mr. Mark Erwin, President
Erwin Capital, Inc.
501 East Morehead Street, Suite 3
Charlotte, NC 28202
ALE
Subject: Permit No. WQ0036542
Beaver Farms
Wastewater Collection System Extension
Mecklenburg County, NC
Dear Mr. Erwip:
In accordance with your complete application received May 21, 2013, we are forwarding herewith
Permit No. WQ0036542, dated May22, 2013, to Erwin Capital, Inc. for the construction and operation 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 and supplement shall be considered a part of this permit and are therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4:
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 responsibility of Erwin Capital, Inc. to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E 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.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www.ncwaterouality.org
An Equal Opportunity % Affirmative Action Employer
NorthCarolina
Naturally

Mr. Mark Erwin, President
May 23, 2013
Page Two
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via e-mail at [e-mail].
Sincerely,
}
.. i17.
for Charles Wakild, P.E., Director
Division of Water Quality
by Michael Parker
Surface Water Protection Supervisor
Mooresville Regional Office
Electronic copy: Jamey Baysinger, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Quality Central Files
PERCS (electronic copy)

I
ArrA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Erwin Capital, Inc.
for the construction and operation of approximately 911 linear feet of 8-inch gravity sewer to serve the
Beaver Farms development, and the discharge of 10,840 gallons per day of collected domestic
wastewater into the Bradfield Farms existing sewerage system, pursuant to the complete application
received May 21, 2013, 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.
Permit issued this the 23rd day of May, 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036542

SUPPLEMENT PERMIT COVER SHEET
Erwin Capital, Inc. is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected bythis system shall be treated in Bradfield Farms Wastewater
Treatment Facility prior to being discharged into the receiving streann.
Pemnkdn8 of this project does not constitute an acceptance of any part of the project that does not
meet 15A N[AC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996as applicable; and the Division's K4inirnurn Design Criteria for the Past -Track
Permitting ofPump Stations and Force Mains adopted June 1, 2[00as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by o North
Carolina -licensed Professional Engineer }nthe application. It shall be the Permitte*~sresponsibility 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.
1. SPECIAL CONDITIONS
L If, atany time, the additional wastewater flow volume made tributary tothis sewer extension ix believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Quality to properly allocate the subject wastewater flow,
. Nuflow mexcess of the quantity permitted herein, 10,840 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

II. STANDARD CONDITIONS
1. This permit shall not be 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.
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 of Water Quality's (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 unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
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 27 .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
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
1SA 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.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum o
with exception of the map, which shall be maintained for the
5, Noncompliance Notification:
of the system.
hre
years
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on the next
working day, 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
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control,
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.
Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting docur
applicable. Supporting documentation shall include the following:
nts are provided as

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 pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
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 capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 27; 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.
10. 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.
11. 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 other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTII$1C'ATION
Permittee: Erwin Capital, Inc. Permit No. WQ0036542
Project: Beaver Farms Issue Date: 05/2312013
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, 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
Q Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (© periodically, © weekly, © full time) the construction of the subject project
for the 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 Quality's (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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WiTH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.
1)WQ Use Only:
Flow from this piwj:t l r:ritruttc:

0
LL.
Z
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
ner/Perms tee:
la Erwin Capital, Inc...
Full Legal Name (company, municipality HOA, utility, etc)
1b, Mark Erwin, President
Application Number:
(to be completes by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc„ The legal entity who will own this system is:
C3 Individual © Federal I Municipality © State/County El Private Partnership
Id. 501 East Morehead Street, Suite 3
Mailing Address
NC
State
1 h. 704-335-9579 1 i. 704-335-9578
Telephone Facsimile
2, Prgject (Facility) lnforma#ion,:
2a, Beaver Farms
Brief Project Name (permit
3. Contact Person:
3a, Jamey Baysinger, Stewart, Inc.
refer to this name)
le. Charlotte
Corporation f Other (specify):
City
lg. 28202
Zip Code
mark@Erwinceeltat:tom
E-mail
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-334-7925
Phone Number
1. Project is
2. Owner is 0 Public (skip to Item B(3,
3c. [e-mail]
E-mail
an existing permit) If Modification, Permit No.:
Private (go to Item 2(a))
2a. If private, applicant will be:
El Retaining Ownership (i.e, store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to item B(3))
Selling units (lots, townhomes, etc. - go to item 8(2b))
3. Bradfield F
Owner o
4a. Bradfield Farms Water Company
2b. If sold, facilities owned by a (mu
l Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
Treatment Facility (WWTF) Treating Wastewater From This Project
4b, NC0064734
Name of WWTF
5a, Aqua North Ca
rolina, Inc 5b ® Gravity
Owner of Downstream Sewer Receiving Sewer Size © Force Main
6, The origin of this wastewater is (check all that apply):
© Residential Subdivision
© Apartments/Condominiums
© Mobile Home Park
School
Restaurant
Q Office
WVVfF Permit No.
Permit # of Downstream Sewer
Retail (Stores, shopping centers)
Institution
0 Hospital
0 Church
( Nursing Home
E Other (specify):
in
uction E
100 % Domestic/Commercial
0 % Industrial (attach
description.)
(RO, contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or o muted for this particular project 10840 _ _ gallons per day
"Do not include future flows or previously permitted allocations
8. If the permitted flow is zero„ indicate why.
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this
0 Flow has already been allocated in Permit No,
© Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

z
0
z
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for'
the value in Item B(7) AND/OR. the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use!
data in accordance with 15A NCAC 2T .0114 (f).
514. ,' i c A 4' r Ca. cc��C` rl p�c / ter
24.0 Er - ?c C© qC"➢,5p.i
10, Summary of Sewer Lines to be Per¢
Size (Inches)
S
Ce
h additional sheetsnecessary)
Length (feet)
911
Summary of Pump Stations wl associated Force Mains to be Per
Pump Station Location ID
Design Flow
(MGD)
Not Applicable
NONE
Operational Point 1
GPM @TDH
New Gravity or Additional
Force Main
Gravity
d (attach additional sheets as necessa
(self chosen -
Power Reliability Option
- permanent generator wIATS;
2 - portable generator wIMTS
as shown on plans/map for reference)
Force Main Size Force Main Length
Pump Station Location ID
Design Flow
(MGD)
Operational Poin
GPM @TDH
(self chosen - as shown on planslmap for reference)
Power Reliability Option.
permanent generator w1ATS; Force Main Size Force Main Length
2 portable generator w!MTS
Pump Station Location ID _ (self chosen - as shown on planslmap for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
sign Flow
(MGD)
12, Will the wastewater flow in the proposed sewer Hines or pump stations be able to be directed to another treatment facility?
Q Yes No If Yes„ permit number of 2" treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
�i Yes [Ti No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTAI2,t}7

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A
Sedimentation and Erosion Control Plan? l Yes D No 0 N/A
Stormwater? Yes Ej No 0 N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered huh priority and ,gust be checked once every six months
Check if Yes: j and provide details
la.
Owner/Permittee's Certification: (Signature of Signing Offiiciial and Project Name)
1, Marie Erwin attest that this application for Beaver Farms has been
reviewed by me and is accurate and complete to the best of my 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, Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application 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.
Signing Official Sig'iure
5%54to'
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI 11AL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY'
y TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T ,0305
2. Professional Engineer's Certification, (Signature of Design Engineer and Project Name)
1, _. ,lames BaySincter „ attest that this application for Beaver Farms has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these matenals
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 NC General Statutes 143-215.6A and 143-215.68, any person who knowingly!
makes any false statement, representation, or certification in any application 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.
2a, James Baysinger
Professional Engineer Name
2b Stewart, Inc,
Engineering Firm
2c. 200 South College Street, Suite 720
Mailing Address
2d. Charlotte
City
2g, 704-334-7925 2h. 704-334-7926
Telephone Facsimi
2e. NC 2f. 28202
State Zip
2i, [e-mail]
E-mail
NC PE Seal„ aienature 8 Date
2/07

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
How Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Erwin Capital, Inc.
Project Name for which flow is being requested: Beaver Famis Commercial Development
More than one FTSE-10/07 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
1. Complete this section only if you are the owner of the wa.stewate.
a. WWTP Facility Name: Bradfield Farms .TP
b. WWTP Facility Permit #: NC004734
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
atment plant.
All flows are in MGD
0.460 (plant installedi
0.107640 (299 connections)
0,282 (3/12-2/13)
0.010840
0.40048
87% of built plant
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. Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Bradfield Farms LS @WWTP 2.60Mjrddown 0.320 MGD
(Utilities, Inc, itesponsib)e)
*Bradfield Farms WWTP permitted capacity is 0.700 MGD but only 0.46 MGD has been
constructed, to date. We have .no plans to exceed capacity of facility in place at this time.
111, Certification Statement:
.1, , certify that, to the best of my knowledge, 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 nor circumstances. This analysis has been performed in accordance with local
established po s using the best available data. This certification applies to those items
listed aboveir1$ectis,f 1 t I which 1 am the responsible party. Signature of this form indicates
acceptance
Bradfield Farms Water Company 9 j
az
Signing O37kial Signature
Date

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NORTH CAROLINA
PUBLIC STAB'
UTILITIES COMMISSION
May 10, 2013
Mr. Rudy Shaw
Aqua North Carolina, inc.
202 MacKenan Court
Cary, NC 275011
RE: Aqua North Carolina, Inc.
Docket No. W-218, Sub 357
Notification of Intention to Begin Operations in Area Contiguous to Present
Service Area — Beaver Farm, Mecklenburg County
TO WHOM IT MAY CONCERN:
The North Carolina utilities Commission has received a Notification of Intention
to Begin Operations in Area Contiguous to Present Service Area to provide sewer utility
service in Beaver Farm in Mecklenburg County, North Carolina. The service area is
contiguous to Aqua's Hawthorn on the Green Apartments service area. The Public Staff
anticipates that approval will be granted upon investigation and review of the submitted
notification.
Please feet free to call if you have any questions or if I can be of further
assistance.
Sincerely,
a1/4/61
David C. Furr, Director
Public Staff - Water Division
c: Chief Clerk
Ron Brown
Executive Director communications Economic Research Legal Transportation
733.2435 733.2610 733.2902 733-6110 733-7766
Accounting Consumer Servlces Electric Natural Gas Water
733-4279 733-9277 733-2267 733-4326 733-6610
4325 NIaII Service Center' Raleigh, North Carolina 27699-4326 • Fax [phone]
An Equal Opportunity Affirmation Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E. John E. Skvarla, 111
Governor Director Secretary
r-L..il 1461.1, at_ ..
a —
Dear Mr./I. W n .
ftf ,20I3
Subject:
Fast Track App!cation Retu.rg
rojectName: ddife k rros
et,t(- County, North Carolina
The Division of Water Quality, Mooresville Regional Office received your Fast Track sewer application
on .6111,rf 13 . During an initial review of your application, your application was determined to be incomplete for
the reasons listed below. Therefore, your application is being returned. (Please include a copy of this letter with
your resubmittal). For a listing of the correct forms and instructions please visit:
-http://h2o.enr.state.nc.us/peres/CollectionSystems/Collection SvstemApplications.html.
Please complete/correct the following deficiencies:
❑ Application submitted on wrong or outdated forms. Form(s):
❑ Application was submitted without a processing fee or with an incon-ect processing fee.
❑ Application did not contain a Flow Tracking Form (FTSE I0/07).
❑ Application did not contain the Developer's/Homeowner's Operational Agreement.
Application did not contain the correct number of copies.
❑ Application failed to include project map.
❑ Application (line A.1b) was not signed by an authorized representative in accordance with l5A
NCAC 2T .0I06(b). (see http://h2o.enr.state.nc.us/admin/rules/codes statutes.htm)
- 4r,1 t-cd
.4 t S CI at- 1. i 5 d_ r - f a.Y1 Si-o.4e. cot b p ct .
Fol owing submission of a complete application, the Mooresville Regional Office will begin achnical
review of your application. If your application is technically deficient additional information may be required or
the package may be returned again.
Mooresville Regional Office
Location: 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer —.50% Recycledll O Post Consumer paper
One
NorthCaroiina
2atUref

If you have any questions regarding this matter, please contact tie at 704-663-1699.
Michael L. Parker
Regional Supervisor
Surface Water Protection
Enclosure; Fast Track Sewer Extension Application
cc: RO File

North Carolina Secretary of State Page 1 of 1
v/}O 7 - North Carolina
}^,r,, Elaine F. Marshall DEPARTMENT OF THE
4 Secretary SECRETARY of STATE
`.�
ham.
Account Login Register
Date: 5/20/2013
PO Box 29622 Ralei ,, NC 27626-0622 [phone]
Click here to:
View Document Filings I File an Annual Report j
Print a pre -populated Annual Report Form I Amended A Previous Annual Report
Corporation Names
Name Name Type
NC ERWIN CAPITAL, INC. LEGAL
Business Corporation Information
SOSID: 0300094
Status: Current -Active
Effective Date: 1/21/1992
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
ERWIN, MARK W
501 EAST MOREHEAD STREET, SUITE 3
CHARLOTTE NC 28202
Mailing Address: 501 E MOREHEAD ST
CHARLOTTE NC 28202
Principal Office
Office Address: 501 E MOREHEAD STREET
CHARLOTTE NC 28202
Mailing Address:
Officers
501 E MOREHEAD ST
CHARLOTTE NC 28202
Title: ASSISTANT SECRETARY
Name: MYRA F HEAFNER
Business Address: 501 EAST MOREHEAD STREET, SUITE 3
CHARLOTTE NC 28202
Title: PRESIDENT
Name: MARK W ERWIN
Business Address: 501 EAST MOREHEAD STREET, SUITE 3
CHARLOTTE NC 28202
Title: VICE PRESIDENT
Name: MELISSA E HIGHSMITH
Business Address: 501 EAST MOREHEAD STREET, SUITE
#3
CHARLOTTE NC 28202
Stock
Class Shares No Par Value Par Value
COMMON 100000 0
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 604
http:l/www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4989267 5/20/2013

STEWART
May 20, 2013
NCDENR - DWQ
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, NC 28115
Re: Fast Track Application Return
Beaver Farms
Mecklenburg County
X12042.00
To whom it may concern,
Stewart, Inc. has received a copy of Fast Track Application Return form for the
referenced project, dated May 16, 2013. The form included the following
comments;
1. Application did not contain the correct number of copies.
Response: Instruction "A" states that one original and one copy are required.
The original submittal included the correct number of copies. They are being
returned with this response.
2. Section B #9 not filled in,
Response: Section B#9 has been revised to include the requested information.
3. Permittee is not listed on the Secretary of State website.
Response: The permittee is listed. A print out from the website is included
with this response.
Please process this application, as soon as possible.
Sincerely,
Jamey Baysinger
Project Manager
CC: Jay Priester, Cambridge Properties
Mark Erwin, Erwin Capital
STkONGER 8Y DESIGN
200 S. COLLEGE ST. CHARLOTTE, NC T 704.334.2925
SUITE 720 28202 F 704:334,7925

LETTER OF TRANSMITTAL
S EWART
STRONGER BY DESIGN
TO
Patrick Grogan
NCDENR DWQ, MOORESVILLE
610 EAST CENTER AVE.
MOORESVILLE, NC 28115
DATE
SENT VIA
FROM
Jamey Baysinger
704.909.3503
[e-mail]
PROJECT NUMBER
PROJECT NAME
X12042,00
Beaver Farms
COPIES DATE DESCRIPTION
Fast -Track Application for Gravity Sewers
4,22.2013 FTSE 10/07 for Bradfield Farms WWTP
5,10,2013 NC Public Utilities Commission Staff Letter
USGS Quad Map
5,10,2013 Street Level Map (C600 Utility_Dan)
A Ilcation Fee Check ,-dk I 14
For approval
For your use
As requested
COM ME N TS:
To whom rt may concern:
For review & comment
Approved as submitted
Approved as noted
Returned for corrections
Returned after review
Resubmit copies for approval
The attached application is for a gravity sewer extension to serve a 16,23 acre
commercial subdivision with a total of seven (7) parcels,
200 5, COLLEGE SI.
SUITE 770
CHARL011 L, NC T 704.334.7925
28202 F 704.334 7926

Permit Number WQ0036542
Central Files: APS SWP
05/22/13
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
michael.parker
Coastal SW Rule
Permitted Flow
10840
Facility
Facility Name Major/Minor Region
Beaver Farms Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Erwin Capital Inc
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Mark Erwin
501 E Morehead St
Charlotte
NC 28202
Orig Issue App Received Draft Initiated
05/22/13 05/21/13
Scheduled
Issuance
Public Notice Issue Effective Expiration
05/22/13 05/22/13
Regulated Activities Requested/Received Events
Restaurant
Retail
Wastewater collection
Outfall NULL
Additional information received
Additional information requested
Waterbody Name ' Stream Index Number Current Class Subbasin

FAST TRACK ENGINEERING CERTIF1CA'tTION
PerrnIttee: Enein Capital, Inc.
Project. Beaver Farms
Complete and submit Its form to the permit issuing regional office with the folio
• One copy of the project record drawinge (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction,.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater then longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearty identified on the record drawings or in written summary form. permit
Permit No, WQ00 6642
Issue Date: 06123/2013
This project shall not be considered complete nor allowed to operate unlit the Division has rec_
Certifica Ion and all required supporting documentation, high
Pa
Ilv
CERTIFICATIQN
Enol
e undersigned agent for the Permittee, hereby state that this project has
constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
vided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
intain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Nt
Signature
IR'S CERTIFtCATIN
Date
Partial Final
James R, Bays(noer II as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (' periodically, weekly, 0 full time) the construction of the subject project
for the Permittee hereby state than 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 Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1998 as applicable; the Division's Minimum Design Critria 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
I and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
ry MOORESVILLE, NC 28115
The Per a is responsible for tracking all partial certifications up until a final certification is received. 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.
DWQ tlsc Only:
Flow From this project i
ilau'ry ace.

ST
LETTER OF TRANSMITTAL
TO
FROM
Surface Water Protection Supervisor James Baysinger
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
DATE
SENT VIA
Engineer
704.334.7925 x(Extension
1.7.I 4
US Postal Service
PROJECT NUMBE
X12042
COPIES
DATE
or approval
your use
As requested
COMMENTS
PROJECT NAME
Beaver Farms
DESCRIPTION
t1eTrack Engineering Certification F©rm.
NCDENRPgrrx ter
Sheet C6©0
For review & comment
Approved as submitted
Approved as noted
Returned for corrections
Returned after review
Resubmit copies for approva
SIGNED COPIED TO
James Baysinger, PE
200 S. COLLEGE ST,
SUITE 720
CHARLOTTE, NC T 704,334,7925
28202 F 704,334,7926