WQ0036693_Regional Office Historical File Pre 2018

NCDENR
North Caa Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
August 21, 2013
Mr. David H Nance, Manager
Royal Orleans IV, LLC
215 Queens Road, Suite 100
Charlotte, NC 28204
Subject: Permit No. WQ0036693
Royal Orleans IV
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Nance:
John E. Skvarla, III
Secretary
In accordance with your application received August, 15, 2013, we are forwarding herewith Permit No.
WQ0036693, dated August 21, 2013, to Royal Orleans IV 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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 the Royal Orleans IV 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 15013 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-671.4. Unless such demands are made, this permit shall be final and binding.
Mooresville Regional Office
Location: 610 East Center Ave„Suote'301 Mooresville, PIG 28115
Phone` (r 04t 663-1 b99 \ Fax . y r 04) 663-6040 \ Customer Service: 1 7 7 623-6748
lnternet ww.ricwaler4ual tYg_�
An. Aqua r Opporlmityl. Atliirrnallve Ac,t'iox Employer
One
NorthC'at tna
�Vaiii lI/

I
Royal Orleans IV, LLC
WQ0036693
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (704)
235-2143 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Mooresville Region Surface Water Protection Supervisor
Cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (electronic copy)

ATA
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 herebygranted to the
Royal Orleans IV, LLC
Mecklenburg County
for the construction and operation of approximately 399 linear feet of 8-inch gravity sewer; as part of
the Royal Orleans IV project, and the discharge of 2,700 gallons per day of collected
domestic/commercial wastewater into the Charlotte -Mecklenburg Utilities WWTF existing sewerage
system, pursuant to the application received August 15, 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 21st day of the August, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036693

SUPPLEMENT TO PERMIT COVER SHEET
Royal Orleans IV, 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 Irwin Creek Wastewater
Treatment Facility (NC0024945) prior to being discharged into the receiving stream.
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 Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 2,700 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 of Water Resources.
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 Permittee, a formai 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.
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.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.

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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
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at feast 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.

Notification -
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number 704663 -I699' as soon as possible, but in nwcase more than 24hours vrnmthe not
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a� Any process unit failure, due toknown or unknown reasons, that renders the facility incapable cf
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etz.;or
b. Any SGOand/or spill over, z'00n#aUun�nr
c Any SSOand/or spill, regardless ofvolume, 'that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the ^n|tb| verbal
report. Overflows and spi|& occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or(9I9) 733'3308. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part | of Earn) [5-SJ0 (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 betaken to ensure that the problem does not recur. Part U of Farm
2-SSO (or the most current Division approved form) on also be completed toshow that the SS0 was beyond
6, Construction of the gravity sewers, pump stadmns, and bxoe mains shall be scheduled so as not no interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters pfthe State,
7, per 13A 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 bosubmitted w/th the required
supporting documents tuthe address provided onthe form. Acomplete certification ,sone where the form is
fully executed and the supporting documents are provided asappficable. Any wastewater Umw made tributary
to the wmsiowmms collection system extension prior to completion of this Engineer's Certification sha|l be
considered aviolation ofthe permit and shall subject the Permitteetoappropriate enforcement actions -
If the permit is issued to a private entity with an Operational Agreement, then a copy cfthe Articles of
Incorporation, oec|aradwns/Cnxemants/Keori#ions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification bone where the form isfully executed and the supporting documents are provided uo
applicable. Supporting documentation shall include the hoUoving-
a. One copy ofthe project construction record drawings (plan & profile views ofsewer lines & force mains)
of the wastewater collection system extension, Final record drawings should be clear on the plans or on
digital media ([D 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 ofthe supporting pump station design calculations (selected purrims system curve, operating
point, buoyancy ca|cu|a1iwn5, 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 ofthis project

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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 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.
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 maybe 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 CERTIFICATION
Permittee: Royal Orleans IV, LLC
Project: Royal Orleans IV
Permit No. WQ0036693
Issue Date: 08/21/2013
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
Lil Partial E Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically, El weekly, E 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'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 materiais.
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.
L)WR Use Only:
How from this proji2rt is tributar.; to:

USE THE TAB KEY TOMOVE FROM FIELD TDFiELD| Application Number:
(to be completed by DWO)
.
Y. Oxunmr/Penn�tee�
! - - '
/ 1/� Royal Orleans IV, LLC
/
FuULega|meme�ompony,mumi�paHty.HDA.uh|dy.�o)
|��' -'
1b David HNance, Manager
|
�
` 0 1d,
l U.
~~ 1C
� 0 ��
�.
| 2, Project ��mna�m:
|
/ 2a. Royal Orleans '|V _
Brief Project Name (permit will refer Vothis name)
| CL ~ ~ .__._____
� �on�ccr��pn:
' - -- -'
3e. JofferyCLOmbom.PE-projectanginee,Name and Affiliation of Someone Who Can Answer
Signing 0fficm| Name and Title (Please review 15A NCAC 2T D1U0 (b) for authorized signingoffin
1c, The legal entity who will own this system is:
F1 Individual El Federal El Municipality El State/County F] Private Partnership 6 Corporation El Other (specify):
215 Queens Road, Suite 100
Mailing Address
NC
1i 704-372-0404
~
State
704-372-6814
Telephone
3b. 704-7491432
Facsimile
1e. Charlotte
City
1g 28204
Zip Code
1i. dnance@howardnancecozorn
2h,y��lenbu
County Where Project is Located
uembonsAbout this Application
Phone Number ! 1� Project is New Fj Mmdificmtion(m
E-mail
anexisting permit) If Modification, Permit No.�
2, Owner is El Public (skip to ItemB(3))
i �2o� |fprivate, applicant will be:
| 0Retaining Ownership �.e. store, church, single office, etcjor
LJ Leasing onbn 8ots, townhmmom, etc. skip toItem B(3))
-1 F Selling units (lots, townhomes, etc. - go to Item B(2b))
Private (go to Item2(a�)
2b. |fsold, facilities owned byo(must choose one,
Public Utility (instruction C)
J.
_ DwnenofVVas�we�rTea8nen Fm��y(mVVTF)_T�m�n��VVao�wo$*From Th� Project
! 4� hminCreek VVVVTP 41b�NC0024945
! Name ofVVVVTF VVVVTF Permit No.
| -~ -----------' -'-- ' --'�-�-'-� -�-� Owner 0 IX
ofQnwnn�oamSewer ReoekdngSewer S�e[]Foom ��n '
� 0 -
LL_ The origin of this wastewater is (checklall that apply):
|
|
F`~ .. .....�� |
Apartments/Condominiums
!El Mobile Home Park
�0 8uhmd
URootaurant (
-- 0ffio* '
'
� ~
1
'
Permit #ofDownstream Sewer (instruction E) �
Retail ;Sto/oo.shopping centers)
Institution
Hospital
El Church
LJNursing Home
[I Other (specify):
18D%Domestic/Commercial
' Y6Industrial (attach
description.)
(RQ:contact your Regional Office
Pretreatment staff)
% Other (specify):
7, Volume ofwastewater to beallocated orpermitted for this particular project: 2700 gallons per day
*Do not include future flows orpreviously permitted allocations
8, If the permitted flow is zero, indicate why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits thatconnect 0nthis line
LJFlow has already been allocated inPermit No.
El Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T �0303 to determine if a
permit is required)

•
0
9. 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).
20 units x 135 gpd/unit = 2700 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional Force Main
gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w1ATS; ' Force Main Size Force Main Length
1 2 - portable generator w/MTS
1
1Pump Station Location ID
Design Flow
Ct (MGD)
0
z
(self chosen - as shown on plans/map for reference)
1 Power Reliability Option
;Operational Point; 1
1 - permanent generator w!ATS; ! Force Main Size
GPM @TDH 2 - portable generator w/MTS f
Force Main Length
ce;Pump Station Location ID
LLI
a
E
1
Design Flow
(MGD)
(self chosen as shown on planslmap for reference)
Power Reliability Option
Operational Point;'
GPM @TDH 1 - permanent generator w/ATS; 1.
2 - portable generator wlMTS
Force Main Size 1 Force Main Length
i
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
ElYes ElNo If Yes, permit number of 2nd treatment facility NC0024970
(RO — if "yes" to B,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?
® Yes ❑ 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
FTA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
Ej Yes El No N/A
El Yes El No El WA
El N/A
Yes LINo
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 high priority and must be checked once every six months
Check if Yes: El and provide details
la.
Signin
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, David H Nance attest that this application for Royal Orleans IV 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 weJLas civil penalties up to $25,000 per violation.
fY1 f4. e
-1 /
Date
Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY,
w TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
0
I-- 2. Professional Engineers Certification: (Signature of Design Engineer and Project
0
itt
Name)
1, Jeffery C. Orsbom. PE , attest that this application for Royal Orleans IV 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. 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 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 materials
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC 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,
2a. Je eryOrsborn
Professional Engineer Name
2b, Orsborn Engjjn rou, PA
Engineering Fimi
2c, 610 E. Morehead Street, Suite 106
Mailing Address
2d. Charlotte
City
2g, 704-749-1432
Telephone
2e, NC 2i, 28202
State Zip
2h, 704-749-1433 21, [e-mail]
Facsimile E-mail
NC PE Seal, Signature & Dale
FIA I 2/07

July 25, 2013
Mr. Jeff Orsborn
Orsborn Engineering Group, PA
610 East Morehead Street
Suite 106
Charlotte, NC 28202
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
ROYAL ORLEANS PHASE IV
TAX PARCEL# 039-143-15, -16, -19
C-MU TRACKING# 600-13-585
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 2,700 gallons per
day (20 apartment units x 135 gpd/unit) from this project for transmission to the Irwin Creek Wastewater
Treatment Plant; NPDES permit number NC0024945, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatment works. Please see attached FTSE form.
Charlotte -Mecklenburg Utility Department agrees to furnish water to the subject project. The water quality
to the subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water
Supply Management Plan, dated October 2005,.(WSMP # 05-01702 & PWS ID # 0160010), on file with
the Public Water Supply Section of NCDENR. However, C-MUD cannot guarantee a constant pressure or
quality of flow.
Charlotte -Mecklenburg Utility Department does not expect any of the above conditions to preclude water
or sewer service to the subject site, However, the applicant should understand that due to the
involvement of other agencies and continuing growth of the water and sewer system, the ability to provide
service for future projects cannot be guaranteed nor reserved, Connection to the Charlotte -Mecklenburg
Utility Department system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water and sewer
systems, as the appropriate local or State permits are required prior to construction. !f the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance letter, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this flow acceptance approval shall be rescinded
and a new flow acceptance study must be made. If you have any questions, you may contact me at (704)
432-5801.
Sincerely,
t
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.cmutilities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(VISE —10/07)
Project Applicant. Name: Orsborn Engineering Group f PA
Project Name for which flow is being requested: Royal Orleans Apartments, Phase IV
More than one F SE-iO O7 may he required, for a single project ,t"the owner ofthe WWTP is not responsible for all
pump stations along the route of the proposed wastewater j,ow.
I. Complete this section only if you are the owner of the wastewater treatment pliant.
a. WWTP Facility Name: McAlpine Creek, in Creek, Sugar Creek WWTP
b. WWTP Facility Perrnit #: NC0024970, NC0024945 NC0024937
All flows are in MGD
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
99.0
11.066
66.8
0.0027
74.489
75.20
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 A.pprox. Current Avg.
(Firm/Design) Daily Flow, MGD
Certification Statement:
1,
it 'G'r , certify that, to the best of my knowledge, the addition of the
volume of astewater 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 stationen route to the receiving
treatment plant under normal circumstances. 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 1 and 11 for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow. /2y
Signing 0al Signature Date

JOB # 1300
DRAWN BY:
APPROVED BY:
SITE BOUNDARY
ROPOSE
EWER
XTENSI f'
USGS QUAD MAP EXHIBIT
FOR
ROYAL ORLEANS IV
CHARLO I I E, NORTH CAROLINA
DERITA QUADRANGLE
ORSB©RN ENGINEERING GROUP
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NC 28202
PJ 704-74'9-1432 F) 704749-1433

North Carolina Secretary of State
Page I of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919;807-2000
Date: 8/15/2013
Click Isere to:
View Document Filings I File an Annual Report l
�J Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC ROYAL ORLEANS IV, LLC LEGAL
Limited Liability Company Information
SOSOD: 1292920
Status: Current -Active
Effective Date: 12/20/2012
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
NANCE, DAVID H.
215 QUEENS ROAD SUITE 100
CHARLOTTE NC 28204
Mailing Address: 215 QUEENS ROAD SUITE 100
CHARLOTTE NC 28204
Principal Office
Office Address: 215 QUEENS ROAD SUITE 100
CHARLOTTE NC 28204
Mailing Address: 215 QUEENS ROAD SUITE 100
CHARLOTTE NC 28204
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1264
http://www.secretary.state.nc.usfcorporations/Corp.aspx?PitemId=10136367 8/15/2013

Permit Number WQ0036693
Central Files: APS SWP
08/21/13
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
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
2700
Facility
Facility Name
Royal Orleans IV
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Royal Orleans IV LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
David H. Nance
215 Queens Rd
Charlotte
NC 28204
Orig Issue App Received
08/21/13 08/15/13
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
08/21/13 08/21/13
Regulated Activities Requested/Received Events
Expiration
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

©RSBDRN ENGINEERING GROUP
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NORTH CAROLINA 28202
PHONE 704,749:1432
FAx [phone]
TRANSMITTAL
Project: 13008
Royal Orleans
To: NCDENR Date: 8/12/2013
Mooresville Regional Office
610 E Center Ave
Mooresville, NC 28115
For Approval
E For Your Use
❑ As Requested
Sent Via:
Applications
Fee Check
Partial Quad Map
Flow Acceptance Letter - FTSE 1.t7/07
Call if you need anything else.
Copied To:
❑ For Review and Comment
Approved as Submitted
❑ Approved as Noted
Courier
Description
E Returned for Corrections
❑ Returned After Review
❑ Resubmit for Approval