WQ0038067_Regional Office Historical File Pre 2018

North Carolina Depa
Pat McCrory
Governor
Albert James — Project Manager
PRSC Holdings (EDENS), LLC
1221 Main Street, Suite 1000
Columbia, SC 29201
o Environmental Quality
October 13, 2015
Subject: Permit No.WQ0038067
PRSC MI Redev 1615 E. Woodlawn - Sanitary Sewer Laterals
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. James:
Donald R. van dervaart
Secretary
In accordance with your application received October 5, 2015, we are forwarding herewith Permit
No.WQ0038067 dated October 13, 2015, to PRSC Holdings (EDENS), 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be effective from the date of issuance until rescinded, and shall be subject to the conditions and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 I1.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 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 §143-215.6C, 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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterqualitv.org
An. Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

PRSC Holdings (EVENS), LLC
Permit No.WQ0038067
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail],
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jay O. Banks, P.E. (electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

I
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
PRSC Holdings (EDENS), LLC
Mecklenburg County
for the construction and operation of approximately 114 linear feet of 6-inch gravity sewer to serve 240
restaurant seats at 40 gpd/seat as part of the PRSC MJ Redev 1615 E. Woodlawn - Sanitary Sewer Laterals
project, and the discharge of 9,600 GPD of collected domestic wastewater into the Charlotte Water
existing sewerage system, pursuant to the application received October 5, 2015, and in conformity with
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted March 4, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
ditions and limitations contained t - -in.
Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038067
Permit Issued: October 13, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
PRSC Holdings (EVENS), 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 Charlotte Water Sugar Creek
Wastewater Treatment Facility in accordance with Permit Number NC0024937.
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 March 4, 1996 as applicable;
and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is based
on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the
application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets the
appropriate design criteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
This permit shall become voidable unless the agreement between PRSC Holdings (EDENS), LLC and.
Charlotte Water for the collection and final treatment of wastewater, is in full force and effect. [15A
NCAC 02T.0304(h)]
2. No flow in excess of the quantity permitted herein, 9,600 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. 115A NCAC 02T.0304(b))
Ii. STANDARD CONDITIONS
This permit i not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted March 4, 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
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .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
Page 4of8

I
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)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due tnknown nrunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage mrbreakage, etc;or
b. Any SSDand/or spill over 1,UQOgallons; or
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages orfaxed information is permissible, but this shall not beconsidered onthe initial
verbal report. Overflows and spills occurring outside normal business hours may also bereported to
the Division of Emergency Management at telephone number [phone] o/(919) 733-33W
Persons reporting, any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken to
ensure that the problem does not recur, Part |(ofForm CS-3SO(orthemost current Division approved
form) can also, be completed to show that the SSQ was beyond control. [G'S. I43'I15.1[(a1)]
G. 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
tuthe surface waters, mfthe State. [l5ANCACOIT.0108(b)l
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. Aconmpl*<e 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 u violation of the permit and shall subject the Permnittee to
appropriate enforcement actions.
if the permit |missued toaprivate entity with anOperational Agreement, then acopy 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.
Acump|ete certification isone where the form isfully executed and the supporting documents are
provided asapplicable, Supporting documentation shall include the following:
a. one copy ofthe project construction record drawings (plan &profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be dear on
the plans orom digital media (CD or 0VD 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 copyofthe supporting applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, vve\ well storage, surge
protection, detention time in the wet well, and force main, ability to flush |0w points in force
mains with apump cycle, and downstream sewer capacity analysis. |faportable 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.

v
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. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 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 March 4, 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 be imposed by the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: PRSC Holdings (EDENS), LLC
PERMIT #: WQ0038067
PROJECT: PRSC MJ Redev 1615 E. Woodlawn -Sanitary Sewer Laterals
ISSUE DATE: October 13, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
to the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered 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. 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
ENGINEER'S CERTIFICATION
Date
I, , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe ( periodically, fl weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial cornpliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted March 4, 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 & date:
0 Final Q Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC28115
Phone: (704'i 663-1699 FAX: [phone]
Mnnrpcvilla RPspir, r I r]ffira

0
USE THE TAB KEY TO MOVE FROM FIELD TO FiELD
1. Owner/Permittee:
la. PRSC Holdings {EDENS), LLG
Full Legal Name (company, municipality, HOA, utility, etc.
1b. Albert James - Project Manager
Signing Official Name and Title (Please review 15A NCA
Application Number:
(to be completed by DWR)
uthorized signing officials)
lc, The legal entity who will own this system is:
0 Individual LI Federal 0 Municipality D State/County 0 Private Partnership Corp9ration 0 Other (specify):
d Main Street, Suite 1000
Mailing
Address
f South Carolina
State
1 h. 803.744 2475 803.765.0684
Teiephone Facsimile
2. Protect (Facility) Inform n:
2aPRSC MJ Redev 1615 E. W dtawn-� Sanitay, Se
Brief Project Name (permit will refer to this name)
3. Contact Persona
a. Jay Banks, PE - Banks Engineering
Name and Affiliation of Someone Who Can Answer Questions About thls Application
le. Columbia
City
lg. 29201
Zip Code
1j. ADamestgeden
E-mall
s 2b. Mecklenburg
County Where Project is Located
3b. 704,780,4972
Phone Number
Project is New 0 Modi
Owner is 0 Public (skip to 1
n existing perm'
3c. jbanks@civilbank
E-mail
edification, Permit No,:
Private (go to Item 2(a))
,com
2a, If private, applicant will be: 2b. If p©Id, facilities fawned by a (must choose one)
0 Retaining Ownership (Le, store, church, single office,etc.) or 0 Public Utility (instruction ©)
0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction E)
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlo
lities
© 3 OwnerofWastewater Treatment Facility (WWTF) Treating Wastewater From This —
Project
4a. Sugar Creek WWTP 4b. NC0024937
Name of WWTF WWTFPermit No.
5a. Charlotte -Mecklenburg Utility :fib. 8
Gravity c. 1 ©
Owner of Downstream Sewer IReceiving Seaver Size 0 Force Main j Permit of Downstream Se
6. The origin of this wastewater is (check all that apply):
© Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
Restaurant
0 Office
] Retail (Stores, shopping centers
0 Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitter{ for this particular project: 9,600
'Do not Include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or interceptor Line where
c Flow has already been allocated in Permit No. mm
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15AN A T .J3113 to determine if a permit is required)
Instruction F)
100 % QomesticlCommercial
°A, Industrial
(Attach Description)
% Other
(Attach Description)
gallons per day
ill be permitted in subsequent permits that connect to this line
FTA 10-14 APPLICATION
Page 4 of 6

9. Provide the wastewater flow calculations used in determining the perrnitted flow in accordance with iN ALLQ114 for
the value in Item B(7) ANDIOR 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).
Restaurant w/ 240 seats @ 40 gpd/seat = 9.600 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (Inches)
6"
ow*
Length (feet)
114
New Gravity or Additional ,1
Force Main
Z
1.. 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additrnriai sheetsnece
Z
0 Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
0
Longitude; Latitude:
0
Design Flow Power Reliability Option
Opera Point
(MGD) GPM H 1 - permanent generator WATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
Longitude:
Latitude:
Design Flow ° rational Power Reliability Option
(MGD) PePc"" 1 - permanent generator w/ATS;
GPM @TDH Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes If Yes, permit number of 2nd treatment facility :
(RO — if 'yesto B.12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump $tations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes El No
If No, complete and submit the Varianc.e/Altemafve Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request Is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION
Page 5 of 6

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?
Trout Buffer Waiver?
Stormwater?
C3 Yes ENo iil NiA
Yes DNo NA
Yes C3 No N/A
Yes EJNo El N/A
15. Does this project include any high priority lines (15A NCAC 02T .04 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: ID and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
Aibert James, attest that this application for PRSC M4 Redev- Sewer laterals 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 Vas demeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per violation.
Signing Offic one
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR. TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
!, Jay D. Banks, PE ,attest that this application for PRSC MJ Redev — Sewer laterals 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 I 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. Jay D. Banks, PE
Professional Engineer Name
2b. Banks Engineering
Engineering Firm
2c. 1919 South Blvd. Ste. 2 0
Mailing Address
2d. Charlotte
City
2e. NC
State
2f. 28203
Zip
2g. 704.760.4972 2h. 2i. jbanksAcivilbanks.com
Telephone
Facsimile E-mail
Ng §0.1014r.#
FTA 10-14 APPLICATION
Page 6 of 6

1 119 South Boulevard, Suite 200
Charlotte. North Carolina 28203
rill 704.9905,0530 4' D 704.780.4972
Ibanks civilbanks.com vvww,civi banks.com
October 1, 2015
Re: Park Road Shopping Center MJ Redev— Fast Track Application for Gravity Sewers
project narrative,
PROJECT NARRATIVE
The proposed project is a redevelopment of a +/- 1 acre Land area within Park Road Shopping Center
with an 8,800 sf building that will have two restaurant tenants. Building is located at 1615 E. Woodlawn.
Each tenant will have an independent 6" sanitary sewer lateral that will combine to a single 6" 'sewer
lateral just outside of the E. Woodlawn Public Right-of-way. From this point, connection will be made to
the public sanitary sewer system via a manhole 115' downstream and located within E. Woodlawn,
Laterals will combine approximately 18' from the building face which will render the connection a
"system" per the NCDENR guidelines. Referenced public manhole is owned by Charlotte -Mecklenburg
Utilities Department.
Sincerely,
Banks Engineering, PLLC

T©PO! map printed on 10/01/15 from "Untitled.tpo"
0O(Y W 80°51,000' W 5C.

1"
8
PARK ROAD SHOPPING CENTER ENHANCEMENTS
MJ REDEVELOPMENT
iisFENER8 FLR
, /1•.33, -.,
„ • e
.„ t, F .....:- ,„.............. „ ....
, , I, ' , • • ''',„,,,,f, - '-'''''1,
. .
.. .
. ,
„.„„.
, \''''''• EXiSTING P,IJBLI, \ '''''''.„
. ,
''—
..
FARA ;Wad
FEE R
Park FFEHFIFI
Sh,or,0,9
CR,rki:R(
PROPO,SED Road
VOW
PROJECT
PRSC MJ REDEV
VICINITY MAP
NOT TO SCALE
TITLE
6" &S. LATERALS
14%itAttel
CO-1
1190215
sim DOM WV, TOLUHER WITH THE CONCERTS AND 0.E,SIGNS PRESENTED H.EREJ R As AN Itis•TR ACV OE SEW1E, 6' I fiTEFIDE D ONLY FOR iFtE JCF PURPOSE AND ("1,1E NT FOR WHi 1 INAS PR FEAR ED REUSE F ND NPR °PER RNTNCE ON Tois. P

CHARLOTTE
WLTER
September 29, 2015
Mr. Jay Banks
Banks Engineering
1919 South By
Suite 200
Charlotte, NC 28203
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
PARK ROAD SHOPPING CENTER REDEVELOPMENT
1615 E WOODLAWN ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20151053
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 9,600 gallons per day (240
restaurant seats x 40 gpdfseat) from this project for transmission to the Sugar Creek Wastewater
Treatment Plant; NPDES permit number NC0024937, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments works. Please see attached NC DENR
flow tracking form.
CLTWater 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, PWS ID # 0160010 on file with the Public Water Supply Section of NC DENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
CLTWater 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 CL TWater and sewer system is accepted on a first come,
first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance: and payment for antes
within t ear of issuance of this now acre fence this f
a new flour acceptance request must be made. If you have any questions, plea
contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assis
ve not been received
t shaft e rescinded and
se do not hesitate to
Page 1 of 1
Charlotte Water 7 tv_"fryon St_, Charlotte, NC 28202 cf arlottewatet.org
parted by the City of Charlotte

vision of Water ly+,scotircels
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Banks Enaineerincr
Project Name for which flow is being requested:
Park Road Shopping Center MJ Redevelopment
More than one 1,18E 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 wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. TotaI flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in .1V1'GD
99.0
9.944
67.430
0.0096
77.383
78.2k
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+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 / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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 Jess 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
{ W
ea 15Acertify 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 fo indicates acceptance of this wastewater flow.
Signing Official a; nature Date
Page 2 of 6
FTSE 08-13

Corporations Division Page 1 of 1
Elaine F Marshall
Secretary
Click Here To:
North Carolina
DEF R 9 M ENT OF THE
E CRETARY OF STATE
PO Box 2i'2322 Ralei€Eft, NC 27&25-8622 +(9t9st 7-2€:00
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: PRSC Holdings (Edens), LLC
Prev Legal: PRSC Holdings, LLC
Limited Liability Company Information
SosId:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1206363
Current -Active
Current
Domestic
611/2011
December
NC
CT Corporation System
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
1221 Main Street, Suite 1000
Columbia, SC 29201-3255
1221 Main Street, Suite 1000
Columbia, SC 29201-3255
150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 570-3-20.
Member: DeAnne C Dunn
1221 Main Street Suite 1000
Columbia SC 29201
http://www.secretary.state.nc.usiSearch/profcorp/9770050
10/6/2015

Central Files: APS _ SWP
10/13/2015
Permit Number WQ0038067 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
9,600
Facility
Version Permit Classification
1.00 individual
Permit Contact Affiliation
Facility Name
PRSC MJ Redev 1615 E. Woodlawn Sanitary Sewer laterals
Location Address
Owner
MajorlM[nor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Prsc Holdings Edens LLC
0ateslEvents
Owner Type
Non-Govemment
Owner Affiliation
Albert James
1221 Main St
Columbia
SC 29201
Orig Issue
10/13/2015
App Received Draft initiated
10/5/2015
Scheduled
Issuance Public Notice Issue Effective
10/13/2015 10/13/2015
Regulated Activities Requested /Received Events
Restaurant Additional information requested
Wastewater collection
Outfall
Additional information received
Expiration
Waterbody Name Streamindex Number Current Class Subbasin