WQ0033282_Regional Office Historical File Pre 2018

Ir.
o\-\ wA 7 ,946
July 30, 2008
Mr. William Allen, Manager
Shopton Square Retail Investors 1, LLC
3735 Beam Road, Suite B
Charlotte, NC 28217
• --(Yd)--
(LA ,6ko p_fia-t;
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0033282
Shopton Square Retail
Tax Parcel #199-591-06
C-MU Tracking # 600-08-562
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Allen,
In accordance with your application received on July 25, 2008, we are forwarding herewith Permit No.
WQ0033282, dated July 30, 2008, to Shopton Square Retail investors 1, LLC 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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 shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet 1)
15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; 3) 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. 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.
Mooresville Regional Office - 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper
No a Carolina
turrr!!y

Mr. Allen
Page 2
July 30, 2008
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 for the construction
and operation of approximately 525 linear feet of 6-inch gravity sewer and the discharge of 8,752 gallons per day
of collected domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system 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.
The sewage and wastewater collected by this system shall be treated in the Charlotte Mecklenburg
Utilities WVVTP (McAlpine Creek NPDES No. NC0024970) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the complete
responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize whatever tracking
tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP permitted
limits and the WQCS00001 permit requirements.
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 150B 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.
If you need additional information concerning this matter, please contact Dee Browder at [phone].
Sincerely,
/l1 4
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Carlton Burton, Burton Engineering Associates
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
1. This pemiit 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.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required,
the following performance criteria shall be met 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 any contravention of the groundwater standards in 15A NCAC 2L .0200 or the
surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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 §143-215.1 C.
1

r4. 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 Perrnittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request shall be considered on its merits and may or
may not be approved.
5. 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.
6. 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 fowl. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable.
7. A copy of the construction record drawings shall be maintained on file by the Perrnittee for the lifer of the
wastewater collection facilities.
8. 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.
9. 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.
10. The issuance of this permit shall not exempt the Pemiittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other govemment 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.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee 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 raxons, 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without
treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but 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 Part I of Form CS-SSO (or the most
2

current Division approved form), within five days following first knowledge of the occurrence. This
report shall outline the actions taken or proposed 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.
Permit issued this the 30th day of July, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033282
3

rJuly
Fast Track Engineering Certification
Permit No. WQ0033282
30, 2008
OwnerIWQCS PE
William Allen, Manager Carlton Burton
Shopton Square Retail Investors 1, LLC Burton Engineering Associates
3735 Beam Road, Suite B 5950 Fairview Rd, Suite 100
Charlotte, NC 28217 Charlotte, NC 28210
WQCSNVWTP
Steven Miller
Charlotte Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• 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.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ 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 Shopton Square Retail, a
Mecklenburg County 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 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.
crif
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
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.

USE THE TAB KEY TO MOVE FROM FIELD TO HELD! Application Number:
(to be completed by OWQ) 6;00:33.Daa_
OwneriPermittee:
1 a 4gj6,1
Full Legal Name (company, rnurcipahty, HOA, utility, etc.)
1 b
0
z
0
Signing Official Name and Ti (P
ew 5A N C 2T .0 b) fo
j signing official
lc The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County D Private Partnership Corporation El Other (specify):
1 d 3
Mailing Address
f t:
State
1 h,
TeIepWore
2. Prolect (Facility) Information:
2a, '--...t1of:"1104-4 IJ&, ,o
Facsimile
Brief Project Name (permit will refer to this name)
3. Corttoct Perm?:
3a. CAR-L.-Ter-A TTtSugel'or,3
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b eg7t) 3c, c rh (r,›Jr4-or-liZir
le,
City
1g,
Zip Code
E-
2b,
County \Mere Project is Located
Phone Number E-mail
1, Project isYji New 0 Modification (of an existing permit) If Modification, Perrhit No.:
2. Owner is 0 Public (skip to Item 8(3)) Private (go to Item 2(a))
2a. If private, applicant will be,
Retaining Ownership (i.e. store, church, single office, o
Leasing units (lots, townhomes, etc, - skip to item 8(3))
O Selling units (lots, townhomes, etc. - go to item 8(2b))
3.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. ML21ftt.4b. C
Name of VWVTF Miff Permit ,
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction C)
EI Homeowner Assoc./Developer (Instruction D)
5a, C-'11) b, " Gravity 5c.
Owner of Downstream Sewer eceiving Sewer Size Force Main
0 6, The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
El Restaurant
0 Office
Permit # of Downstream Sewer (Instruction E)
Retail (Stores, shopping centers)
O institution
o Hospital
0 Church
0 Nursing Home
o Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
% Domestic/Commercial
% Industrial (attach
description.)
(PO: contact your Regional Office
Pretreatment staff)
% Other (specify):
6„-1,7>ci, gallons per day
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
El Rehabilitation or replacement of existing sewer with no new !Tow expected (see 15A NCAC 02T .0303 to determine if
permit is required)
FTA 12/07

rProd.
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 (t).
z
z
0
0
z
cWi a<< l*r� Cat" 1rax�,.y
10. Summary of Sewer Lines to be Permitted (attach additional sheets i
Size (inches)
n
Length (feet)
b25
New Gravity or Additional
Force Main
C- r `1'
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location iD (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
Z
Pump Station Location ID (self chosen - as shown on plans/loop for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TDH 1 - permanent enerator w/ATS; 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 0 No If Yes, permit number of 2"d treatment facility
(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?
0 Yes 0 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

FI/Prr
14. Have the foiiowing perrrtlts/certifications been submitted far approves for the system or project to be served?
Wetland/Stream Crossings _ General Permit or 401 Certification? a Yes 0 No Q N/A
Sedimentation and Erosion Control Plan? 17 Yes 0 No 0 N/A
Stormwater?
Yes 0 No Q NIA
15. Does this project include any high priority tines, [see 15A NCAC 02T .0402 (2)1 involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority nd must be checkegt once evory r►tonthe
Check if Yes: and provide details
OwnerlPe/rjmittee`s Certification: (Signature of Signing Official and Project Name)
( t+ + 1! �,R.11 tJ►..., attest that thisapplication
besttof my knowledge, 1 u� t a f
pp 5 has
reviewed reviewed by me and is accurate and complete tounderstand if all required parts o�rar
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.143-215.68, 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 $1 d, 000
as weas civil .;Itis up to $25,000 per violation,
Signing
ENGINEERING DESIGN DOCUMENTS MUST SE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
f,/p TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
Z
0
Q2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Date
, attest that this cation
reviewed byme and acccurrate, complete and consistentwiththe information inr L7 the engineering plant, a ulatfonso4 has , and
arid
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 Purnp
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 a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 p
2a, A RL:Torsa�
Professional Engineer Name 2b. aUr % a ta.
4
Engineering Firm
2cr.ra4r:4 t
Mailing Address
2d. Clc,a
City
2g. cps"" “
Telephone
2e. f �"° 2f.
2h. .10q/WS
Facsimile
State
2i.
E-mail
mp
NC PE Seal,Signature mate
FTA 12//fl7

nburg County, NC P LA l a Page 1 of 1
llec�klenburg County, North Carolina
POLARIS
Property Ownership Land Records Information System
Date Printed: Wed Sep 19 16.17,02 EST 2007
This map is prepared for the inventory of real property within. Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surveys,
pianimetric maps, and other public records and data. Users of this map are hereby notified that the aformentioned public primary information
sources should be consulted for verification, Mecklenburg County and its mapping contractors assume no legal responsibility for the information.
contained herein,
http://polaris.mecklenburgcountync.gov/servlet/cor.esri.esrir tap.Esrirttap?ServiceName=.._ 9/1,9/2007

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
April 15, 2008
Mr, Carlton Burton
Burton Engineering Associates
5950 Fairview Road
Suite 100
Charlotte, NC 28210
SUBJECT; WATER AND SEWER FLOW ACCEPTANCE
SHOPTON SQUARE RETAIL
TAX PARCEL# 199-591-06
C-MU TRACKING# 600-08-562
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 8,752 gallons per day (67,324
ft2 retail; with food service x 130 gpd/1,000 ft2) from this project for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow
is based on the existing capacity of the designated publicly owned treatments works, Please see attached
basin map and flow tracking form,
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject protect 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, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow,
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 Utilities 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 arenot obtained and construction has net started within one 1 ear of
Issuance of this flow acre Lance, this lolls acre Lance a roval shall be rescinded and a new flow
acceptance request mast be made, If you have any questions, you may contact me at (704) 391-512.9.
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UT!
Customer Service Ciaion *New Sei
ces per
ww.cmuttll com
trookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

2 '•nsr, 40f•
Charlotte ecdklenburg Utilltes
�P Service Areas with Basins

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
tceeptance for Sewer Extension Permit Applications
(F`fSE --i 0/'07)
Project Applicant Name:
Project Name for which flow i
More than one !u'7tiE-t0f`07may be
plump stations iPlong the route cif the
requested:
ne n As^so sate
:o Square e Retail
ofthe FVJVTP is not resnr fawn
I. (Cc rnp.lete this section
a.'TP Facility Nang
h WWTP Facility Perm
rou are the owner of the wastewater treatment plant.
rrc0024970,
c. W+"TP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWII' facility's actual avg. flow
f. Total flow for this specific request
. Total actual and obligated flows to the facility
h. Percent ofpermitted flow used
ek, Suaar CreekWWTP
All flows are in 'MGD
99.0
13.08
e
0.0087
79.94
s0. t%
l._ 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 5MIT
Pump Station. Name
Bears erdam
related sa
cat
ente
Approx. Calaacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MC)
064
that, tew t:ltc best of my knowledge,. the addition of the
rastecwFater to be permitted in this project has been evaluated along the route to the receiving
facility itt d tlrat the this project is not anticipated to cause any capacity
�erflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, This analysis has been performed in accordance wiith local
established policies and procedures using the pest available data, This certification applies to those items
listed above in Sections I and it for which I am the responsible party, Signature of this form indicates
acceptance of this ter flow,
Wzr
Signing te'ietl Sig
attire
Date

4

emer-14; S A

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 7/28/2008
Click here to:
View Document Filings I Sign Up for E-Notifications I
an Annual Report 1
Corporation Names
Name
Print apre-populated Annual Report Form I Annual Report Count 1 File
Name Type
NC Shopton Square Retail Legal
Investors I, LLC
NC Byrum's Corner Retail
Investors, LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of inc.:
Duration:
Registered Agent
Prev Legal
0868612
Current -Active
9/26/2006
Domestic
NC
Perpetual
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
JDH Capital, LLC
3735-B Beam Road
Charlotte NC 28217
3735-B Beam Road
Charlotte NC 28217
No Address
No Address
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8066I 37
7/28/2008

rPermit Number WQ0033282 Permit Tracking Slip
Central Files: APS SWP
07/30/08
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
dee.browder
Permitted Flow
8752
Facility
.Facility Name
Shopton Square Retail
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Shopton Square Retail Investors I LLC Non -Government
Owner Affiliation
William Allen
3735 Beam Rd
Charlotte
Dates/Events
NC 28217
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
07/30/08 07/25/08 07/30/08 07/30/08
Regulated Activities
Retail
Wastewater collection
Outfall NULL
e ue a Recei E e s
Additional Information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin