WQ0035131_Regional Office Historical File Pre 2018

Beverly Eaves Perdue
Governor
Mr, Richard Wilson
CATO Corporation
8100 Denmark. Road
Charlotte, North Carolina 28273
Dear Mr. Wilson:
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
December 2, 2010
Subject: Permit No. WQ0035131
CATO Distribution Center
Wastewater Collection System Extension
Mecklenburg County, North Carolina
In accordance with your complete application received on November 30, 2010, we are
forwarding herewith Permit No. WQ0035131, dated December 2, 2010, to CATO Corporation 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 TrackPermittingof- Pump -Stations -and_Force_Maias_ a epted June 1,_2000-,as applicable, _ rr
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
Location: 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service: 1-877-6523-6748
Internet: http://portal,ncdenr.org/web/wq
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled/l O Post Consumer paper
One
NC7t`thCaro1ina
�VRturally

Mr, Rbabard Wlecn
December 2, 2010
Page TNC
In accordance with the provisions of Article 21 cf Chapter 143, General Statutes of North
Caroiina as amended,. and other applicable LaWs, Rules, and Regulations, permission is hereby:
granted for the construction and operation of approximately 159 linear feet of 6-inch gravity sewer, and
the discharge cf 0 gallons per day cf collected domestic wastewater into the City of Charlotte 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 June1, 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 n the McAlpine Creek
V\ir‘J P (NPDES No. NC0024970) prior to being discharged into the receiving stream.
If any parts,requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatcry 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 nfor n concerning this matter, please contact Mr. Michael Parker at
[phone],
Electronic cope :
Cc:
Sincerely,
;for Coleen H. Sullins
Erin Hall, Mecklenburg County Development of Water Quality
Philip Edwards, Mecklenburg County
Robert M. Baysden, P,E LEED AP, ColeJenest & Stone, PA
Barbara Gross, CM
Mooresville Regional Office, Collect on Sy
Surface Water Protection Central Files
PERCS
Perm'1' File

I
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 permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adapted 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 §143-215.1C.

4. 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 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 art 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 form. 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 drawings shall be maintained on file by the Permittee for the life 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 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.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresvilie
Regional Office, telephone number (704.) 663-1699, as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
7.

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 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 2nd day of December, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-1-6f2)",
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035131

Permit No. WQ0035131
December 2, 2010
Owner/WQCS
Richard Wilson
CATO Corporation
8100 Denmark Road
Charlotte, NC 28273
PE
Robert M Baysden, P.E., LEEO A.P
ColeJenest & Stone. PA
200 Scut Tryon Street, Suite 1400
Charlotte, NC 28202
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.
ENGINEERS CERTIFICATION
D 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 a CATO
Distribution Center, 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.
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.
4

0
z
0
z
0
z
1 b. Richard Olson
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD?
Owner/Permittee:
CATO Corporation
Full Legal Name (company, municipality: HOA, utility, etc.)
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized signing o
Application Number:
(to be completed by DWQ)
c. The legal entity who will own this system is.
Z Individual El Federal Z Municipality © State/County Private Partnership
1d, 8100 Denmark Road
Mailing Address
1f. North Carolina
State
1 h. 704-551-7480 1 i. 704-551-7675
Telephone Facsimile
2. Project (Facility) Information:
2a. CATO Distribution Center
Brief Protect Name (permit will refer to this name)
3. Contact Person:
3a. Kevin Ammons, RLA (ColeJenest & Stone)
Name and Affiliation of Someone Who Can Answer Questions About this Application
1e. Charlotte
vials!
oration 0 Other (specify). LLC
ECt IVED
City
1 g. 282i
Zip Cod
rwi l
E-m,
2b, Meckien_burg F m
County Where Pro)ect is La
3b. 704-376-1555
Phone Number
2 Owner is El Public (skip to Item 8(3))
2a. If private, applicant will be
Z Retaining Ownership (i.e store, church, single office, etc.) or
LJ Leasing units (lots, townhomes, etc. - skip to Item B(3))
La Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte-Mecklenbur Utilities CMU
Owner of Wastewater Treatment Facile
4a. McAlpine Creek VWVTP
Name of WWTF
5a. CMU
3c. [e-mail]
E-mail
xisting permit) If Modification, Permit No.:
El Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
Q Public Utility (instruction C)
D Homeowner Assoc./Developer (Instruction D)
Treating Wastewater From This Project
4b NC0024970
6b. 8° Gravity
Owner of Downstream Sewer 'Receiving Sewer Size 10 Force Main
The origin of this wastewater is (check all that apply):
E Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
1 School
Restaurant
Z Office
WWTF Permit No.
NCDENR# 7 (Private SS; See Easement Map)
Permit # of Downstream Sewer (Instruction E)
Retail (Stores, shopping centers)
LL Institution
[ Hospital
D. Church
Li Nursing Home
Other (specify): Distribution Center
100 % Domestic/Commercial;
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify),
7. Volume of wastewater to be allocated or permitted for this particular project. 0 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero indicate why
L] Pump Station, Outfall or Interceptor Line where fgow will be permitted in subsequent permits that connect to this line
LJ Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
X 6" Private Sewer is being extended on the property for the future CATO Distribution Center Bldg. Current construction
will only include parking lot for trucks and will have no sanitary sewer flow Modification to this permit will be requested
during the design and permitting of the future building. Owner does not know the timeline for the future building_
1TA 12107

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).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6" PVC
159 If
New Gravity
..
[
1.-
Ef
LLI
M
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Station Location ID (self chosen - as shown on planslmap for reference)
O
iPump
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w1MTS
1
Force Main Size I Force Main Length
V...._.
v
___---- ...........__._..
_._ __µ _.._ ..
—,-
1
Z
— --
0
I--
Pump Station Location ID
— — —
(self chosen - as shown on plans/map for reference)
2
Ce
O
U.
Design Flow
(MGD)
Operational Pointe GPM1
GPM @TDH
; Power Reliability Option
- permanent generator wIATS; ' Force Main Size
2 - portable generator w1MTS
Force Main Length
Z
I-
2
ce
Pump o'on (self en -ass own onp ans map for reference)
CO
Design Flow
(MGD)
ia
Operational Point Power Reliability Ot.on
GPM @TDH I 1 - permanent generator wIATS;
i 2 - portable generator w1MTS
Force Main Size
..- r—^
Force Main Length
1
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
• Yes ►li No If Yes, permit number of 2nd 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?
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
FTA12/07

pr4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ® Yes ❑ No 0 N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ NIA
Stormwater? ® Yes ❑ No ❑ N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
N
Z
0
Q2.
V
LL
F-
re
W
0
•
I. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
!, Richard Wilson , attest that this application for CATO Distribution Center has been reviewed
by me and is accurate and complete to.The
are not completed and that if all required supporting
package is subject to being returned as incomplete.
215.6A and 143-215.6B, any person who knowingly
application shall be guilty of a Class 2 misdemeanor,
penalties up to $25,000 per violation.
best of my knowledge. i understand that if all required parts of this application
documentation and attachments are not included, this application
Note: In accordance with North Carolina General Statutes 143-
makes any false statement, representation, or certification in any
which may include a fine not to exceed $10, 000 as well as civil
Signing O cia Si ature Date
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
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
i, Robert M. BaYsden, PE , attest that this application for c Vo Di5r1Z151,11drt CE1J7'c]Z 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. Robert M. Baysden, PE, LEED AP �,s.iit�rterrr_,
Professional Engineer Name7..`�*e+". A� Fe .3
A.
2b. ColeJenest & Stone, PA =§ ' • . , VS /
Engineering Firm i om_
2c. 200 South Tryon Street, Suite 1400 ! l 2548 I.
4
Mailing Address ��
q,
2d. Charlotte 2e. NC 2f. 28202 <A �cE�`41p]t ;./c o'
'rr'
City
State Zip "r% tr•, si ,..:'
P
2i. [e-mail] I 'iirirtittak<6x� le 1�
2g. 704-376-1555 2h. 704-376-7851
Telephone I Facsimile l E-mail j NC PE Seal, Signature & ate
FTA 12/07

Permit Number WQ0033131
Central Files: APS SWP
12/02/10
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michaei.parker
Coastal SW Rule
Permitted Flow
0
Facility
Fast Track
Facility Name
CATO Distribution Center
Location Address
Owner
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Cato Corporation
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Richard Wilson
8100 Denmark Rd
Charlotte
NC 28273
Orig Issue
12/02/10
App Received Draft Initiated
11/30/10
Regulated Activities
Commercial or industrial, other
Office
Outfall NULL
Scheduled
Issuance
Public Notice Issue
12/02/10
Requested/Received Events
Additional information received
Additional information requested
Effective Expiration
12/02/10
Waterbody Name Stream Index Number Current Class Subbasin

NOTES:
SITE DISCHARGES INTO PRIVATE SANITARY
SEWER LATERAL WHICH DISCHARGES INTO THE
KINGS BRANCH PUBLIC SANITARY SEWER
OUTFALL (CMU JOB# 621-68-424),
TOPOGRAPHICAL INFORMATION TAKEN FROM
UNITED STATES GEOLOGICAL SURVEY —
CHARLOTTE WEST, NC (35O8O—B8—TF—O24)
AND FORT MILL, SC (35080—A8—TF-024)
QUADRANGLES, 7,5 MINUTE SERIES, DATED
1993,
enest
h3v, idr y CEte Envimturt t
Haar:*rn i c 'atsrdaititics
`tandtraq A,dvtec,;;ra7 ;'Zk South Tryon. street.$srrtt 14
T`.E rlsn¢te_ North CarOne?RZOZ
Srtun Vt,dgn
p•% 7W. 376 1555 t+ PIA 376 tkd t
ur14- wwvi E*:J'it)samCnlYtmt Cd}Rk
CATO CORPORATION
CHARLOTTE, NORTH CAROLINA
Project No. 3985 MI 1 .0
Issued 10106110 L 1
Scale NTS Sheet

stone
a_ PRE '©SEC Di RIBU
CEN";FR PARK
pao Smith uponPamek5071t 1.4t
chart ase, 510/16 71470554 587512
p+ 704590 1555 ft 7C,4 mu& +4+1
❑a +pow CaititfltSMOGt Cum
GEC 15'VAT
AN I RY SE ER
CATO DISTRIBUTION CENTER
CATO CORPORATION
CHARLOTTE, NORTH CAROLINA
1. SITE DISCHARGES INTO PRIVATE
SANITARY SEWER LATERAL WHICH
DISCHARGES INTO THE KINGS
BRANCH PUBLIC SANITARY SEWER
OUTFALL (CMU JOB# 621--68-424),
2„ TOPOGRAPHICAL INFORMATION TAKE
FROM UNITED STATES GEOLOGICAL
SURVEY — CHARLOTTE WEST, NC
(35080—B8—TF-024) AND FORT
MILL, SC (35080—A8—TF--024)
QUADRANGLES, 7.5 MINUTE SERIES,
DATED 1993.
EXISTING PUBLIC
SANITARY SEWER
EXISTING PRIVATE
SANITARY SEWER
PROPOSED PRIVATE
SANITARY SEWER
USGS ENLARGEMENT MAP
CORNELIUS, NC
Project No. 3985 L � A � 4
Issued 10/06110 1 1
Scale NTS Sheet

ColeJenest & Stone David T. Baker
From:
Sent:
To:
Gross, Barbara [[e-mail]]
Wednesday, August 25, 2010 4:16 PM
ColeJenest & Stone - David T. Baker: Wilson, Carl
Page l 0
Cc: ColeJenest & Stone - Robert M. Baysden; ColeJenest & Stone - Kevin C. Ammons; ColeJenest &
Stone - Darrell S. Campana
Subject: RE: 3985-CATO Distribution Center -Sanitary Sewer and Utilities
Attachments: Easement Agreement for Parcel#205-151-24.pdf; Easement Agreement for Parcel#205-151-
15.pdf
David -
The existing sanitary sewer Pine that you are connecting to is private. The public sewer is across the
creek, The adjacent property owner (Parcel# 205-151-15) has an easement with the city from our sewer
trunk main at Kings Branch to his property line (approximately 52 feet); you have a private easement
with that property owner for your sewer connection. See attached easement maps.
You do not need a flow acceptance letter until you are ready to build as the letter is only valid for (1)
year. If your flow will be greater than 600 allons er da ou would need to permit your sewer since
your easement is throw .h the adlacer t rc ert .The rrtir irnurr diameter main for a. private system is 6-
ir r.P es 15A NCAC 02T.0305
Barbara Gross
Engineering Assistant
Charlotte -Mecklenburg Utilities
5100 Brookshire Boulevard
Charlotte, NC 28216
[phone] - Office
[phone] - FAX.
[e-mail]
We appreciate your feedback - click here to fill out a survey
From: ColeJenest & Stone - David T. Baker [mailto:DBaker aacolejeneststone.com]
Sent: Wednesday, August 25, 2010 3:17 PM
To: Wilson, Carl; Gross, Barbara
Cc: ColeJenest & Stone - Robert M. Baysden; ColeJenest & Stone - Kevin C. Ammons;
Stone - Darrell S. Campana
Subject: 3985-CATO Distribution Center -Sanitary Sewer and Utilities
Carl:
of
enest &
You had previously discussed the CATO project with Kevin Ammons in our office concerning the private
sanitary sewer main and easement that runs from the southeast corner of the site, through the adjacent
property, and to the CMU public sanitary sewer main along Kings Branch Creek. We have a couple of
questions concerning this sanitary sewer main and easement.
1. The owner is interested in donating the existing private sanitary sewer main and easement to
CMU. Would CMU be willing to take the sanitary sewer main and easement from the existing
10/712010

Page 2 of 2
public easement to the existing onsite manhole? If so, what is the process of this donation? Does this line
have to be tested and certified per new construction standards? Who at CMU is administratively
responsible for this process?
2. The existing private sanitary sewer main was installed outside of the recorded easement as shown on the
attached survey. The sewer is actually outside of the easement on both the project site's property and the
adjacent property. Does a new easement need to be recorded around the as -built location of the existing
sanitary sewer main? Does the un-needed portion of the existing easement need to be abandoned? I
have indicated a new 15' easement and hatched the possible abandonment portion of the existing
easement on the attached utility plan. How does this affect the possible CMU takeover of this sewer? How
would you handle this issue with the adjacent property owner?
Barbara:
We have copied you on this issue to further clarify the permitting and flow acceptance requirement for this project
after our conversation the other day. I have brushed up a little on my NC Administrative Code, but I am still a little
fuzzy on whether we have to get the proposed 6" sanitary sewer lateral and manhole permitted through NCDENR.
Here are a few questions we still have (some for verification purpose only). Keep in mind, that the distribution
center building may not be permitted and built for over 5 years.
1. Do we need to request any flow acceptance at this time? We assume that we do not need to request any
flow because the future flow demand is unknown and based on the final building design. Also, any flow
acceptance would expire long before the sanitary sewer lateral became active. The fire line has been
removed from the current plans and we have proposed only to install a 1" domestic service so that the
site will have water service.
2. Do we need to permit the proposed lateral through NCDENR? I see the rule you were referring to in our
phone conversation under 15A NCAC 02T.303 A.2, but although the distribution center will have a flow
greater than 600 gallons per day, the sanitary sewer main does not physically cross another property.
The existing downstream sanitary sewer line crosses the property line. Would this line not fall under 15A
NCAC 02T.303 A.1 and therefore not need to be permitted through NCDENR?
3. If this line does have to be permitted through NCDENR due to 15A NCAC 02T.303 A.2, does it have to
be permitted now prior to construction given that it will have no flow initially until the building is
constructed? It seems like it would need to be permitted as a zero flow and then modified to the proper
flow once the building is designed and constructed.
Thank you both for all your help on this project and I look forward to hearing from you. Please feel free to contact
me if you have any questions.
Best Regards,
David T. Baker, PE
COLEJENEST & STONE, P.A.
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
Tel [phone]
Di r 704-971-4510
Fax [phone]
www. cote ie neststo ne. co m
chink before you ink.
This information is intended only for the use of the recipient or entity to which it is addressed. It may contain information that is privileged, confidential
and subject to copyright. Any unauthorized use, copying, review, retransmission or disclosure is strictly prohibited.
10/7/2010

•
a,0D5 CQ 11Q
14114114943
MAP BOOPAGE
APR 1 1 ZOOS 'r
1 Vj \\ 4
� I Lott. Trope2. \\ DP
1 1� /M•m C ammc. RYn Ado.Ws'm - 148 1
^{L 1 E P 'Pmx 3q 1'n0. 240
1�i A g
r F4raa Ra. 2os-rsrae
1 1
.-MLM HoS914.4 PC..
°i.Fuae
- 27.43
Z
EP -a.
0
s
LW 4. Reamed CoPro: Lig. - Alga t
Mop Book 33 Peg. 291
9t
Top Pcre01Adkt�ai., 2aS-r51-22
Wi(0Loarony .and 7-1?n0. f1C-
0be9 173.7-RS'
93
•
You s. \-
▪ o
\
51'
(F
x%
"14 Dew LOPS )
4/•
4fstor (found)
9
6i1/o',1,5"' E JOB 3D''
L Hoe E w104. R, roray Na! f,i. Not
.ee Omen unr0r oar e4p.'Ysk.. 1wn, &I actual
y Poo* wdsr m &40 4*2421 (848 Ce 624200n
a°aweed m &VP ii �,95+
the &meanies no! � om c.4wy 0.9icsorH
On 45wn Proof Moscato foym0.4S 6004.^.
pogo ma e,. MOO of port*Ion o.
cxl°aRlM [a 1:444.44SS OW Nb pot .as p6Aand
ox0rdama PO as 4P- 07 0a amended( MFloot&
mt, adaix/ a9r`ahnr. pn numnr7"
6.d 1d17 A/r.say
SSW M SA.ttp
LOG
\ EW \
•
•
•
10.007 Ac.
(435,6J0 50 Ft.)
Let 6, Redwood Capital, LLC - Map 2
Map Doak .5.3 Page 293
Tax Pastel No. 205-151-24
.-Webb Clements 047Ce, LLC-
(Now or Formerly)
Deed 11364-449
/4 latlor (n44/
145634'40'E
/4 Robe, (Pound)
314,5e921
•4792poNak Low, & La,dsrpu-
176.21'
Nor? ., Fact !
\ 4801
L24
(182,950 Sq. R.)
A Argon of Lot 7 7o 2. Lbas5rd &M 201 ? \y
Lot Z. Redwood CapRa1, LW - Map 2
Mop Book 35, Pogo 901
Tar 92,0.1 No. 205-151-15
-Markey Ventures, 4765...
(Now or.Formerly)
Peed: 13278 24
/i Reeor (round) •\_
4.200 Ac. \\•-a•:
084
L2J
5m's7t1I1
•
«CREENWAY.-",, .-""
Mar Lock JS. Pogo 901 +NL A-Ji � +
Ao',cn r y �1rE,lY"'
for Frtrl Na 205-15- 1--23
tk.ct• f2Ft5-Ft+1z 4�
0L'RL f1-2046
0
100
7N4. RAT CONTAINS 1.075 LOOSED e1R N A SPECIAL 12240 PLI54P9 AREA AS
LES:VO7ED 145' FIRM
3711.9CO245 E
124081M31Y PANE;
X & AL
262E
NOTES.
0 TM' FARLEL ALL 903-./37-43 s 2.
y FlP EAll• 28484 1-2
mew.,tor SPE4090SF
NN21041107MTN-Nb7
4w 194uv 4rs4av - ae Ste0,
11413lOM sOE rrlR8 - 2 FES-
103108f ItSR .992.- a fret
200 300 .7) an CW1STRY47x0 2t 114E WAN RE IRE4S 01-1et5 00
AS flo.¢owor ns'rscrfs ,t`/8xµnAn•LAKA49
iLOL07Ar !SRNSr ENCa11CY5107 ee2MWRY UWE ei
50912A' !O ME 0ES11141016 4IFOSEO 9r PS
f1200t4r R Cle47ks4
P/4/SM4
LM1E0
•
•
gti
/
gg2/ .
3g
7/ n05
.•.0 Plan t41STA1DOT OPO /i0F2R/4 ��
O4Ep' 5974-452
'INDw Los POPPERS
. _ -~ • �: p
n-faINCS &RANCH CREef2.--
(Property Litre /od w9 Bronoh)
Souls t' . SS'
\ \\
•
•
5.425 Ac,
(235,317 Sq. FL)
A 70,044, of 184 7 To Rim& Ae Lot 7
Lot 7, Redwood Cop1a; LLC - Mop 2
Map Book 35, Page 901
Tar Rome/ No. 205-151-15
...Markey Ventures, LLC..
(Now or Formerly) .
Deed: 13276 24
Control
Comer
el S LFZIrl,'" mi5R Li
oesurrAlt4r OF SRNSAOIRAGLWJ.
Of mamma 2201l0a erG %N(GG• M moms srmay natty, 2 •
7) Aria 2276-94 dr 1/2e0-449
9)MN PA O P PIN As NA &meas LM£Ls
9) WARP 40c4P044 B “WORLGTm
lal Ia741 4934 817 00! VAMP, zcssr W
FL00004r fRM4E assecr- .50C ACRES
CON (254 ACRES) TO @ Crf2/EO£O
AS ablrs 1, A Ror(0N e09091KIY !DICE
8257?147 64UAGOt2 ANO 100. slow 8147P4
(�S au^ MOO AS 4456 901)
LEGEND:
Eea - EX512Ar ',KW P4Y
PP - POPE? 140 ASS
!W 04T1 4LIRS .
N.P � HEW IRON PIN
12) PS PURPOSE OF ni s PLer a ro [asmw• a 421,n AF
R/401 // OF our 7 INTO LOP 6 nit R1144 L'11 OF
-PPS fur REFLKES APS S 40 44aS 7Pk PLATS
RSrl4X12Y P2CCIPOED W le+P 8N' M .13 PACE 293 MD
5R LIAR BOGY SL WE OM
ma, NArlf NordEOPre a rwapfr' ire air Or e
arpaw or.. a' ELF
Efigenniav PRLY,P71 me. 9r RAW 1e rdYG,A190S
\\
•
L 75FI0A F_SRFAVER 4n., xrntn a
APPoil.RAii NY no1PLAT TO S N OS, w 1.19
•
•
ti1j 744
14
11t/ f1;II //t
NUMBER DIRECTION
100' SW/14 BUFFER
LINE
ROOD FRINGE
1:0MMUN17Y
£NCROACNMENT LINE
""J42
f4/.I
/J 4
INSTANCE
L20
S 67'0330" W
32.94'
L21
5 507434".W
74.40'
L22
S 41'50'42" W
8L452'
L23
5 58'36 49" W
268.63'
L24
L25
N 88'2627" W
N'52'48'59" E
78.25'
87. WD'
L28
5 63'2622" W
49.87'
L27
N 2719'38' E
56.67
128.
N .190620" W
43.68
L29
N 253807" E
147.63
L30
N 38'48'4" £
172.46
L31
N 82.4030"- £
49.91
L32
N 72'4702- W
120.49
1.3.3
N 0751 44" 11
123.72
L34
N 53'04 43" E
19.65'
NUMBER
DIRECTION
Rg0/US
412405 N
CHORD
C/
S 77'41'45" 0'
2460.00
426.04
425.51
C2
S 7206S6" E
2460.00
50.29
5028
C3
5 68'09'37'. E
2466,00
292.22.
292.05

CHARLOTTE-MECKLENBURG
UTILITIES
NO.
November 9, 2010
Mr. Kevin Ammons
ColeJenest & Stone
200 South Tryon Street
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CATO DISTRIBUTION CENTER PHASE I
TAX PARCEL# 205-151-11, -24
C-MU TRACKING# 600-10-610
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 8,452 gallons per day (9,600
ft2 office x 120 gpd/1,000 ft2; 73 door dock x 100 gpoldoor) 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,
Charlotte -Mecklenburg Utilities 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, 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 are not obtained and construction has not started within one (1) year of
issuance of this flow acce Lance letter and a ment for service connections has not been received
within (1) year of the 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 [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Flow Tracking/Acceptance for Sewer E
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ion Permit Applications
(F, f SE .--10/07)
Project Applicant Name: CO1eJenest & Stone
Project Name
which flow is being requested:gvTo Dieu± i.an Center
More than one FTSE;-1O/'O7 may be requiredyjor a single project if..the owner of"the kV l "TP is not responsible
pump stations along the route of the proposed lvasten'ater
I. Complete this section only if you are the owner of the wastewater treatment plant.
ct, WWTP Facility Name: vcA_?lnm .m. �k, ._. Creek, Su9a Creek WWTP
b. WWTP Facility Permit #:
NC0024970, NC0024945, NC0124937
All flows are in MGD
c. WWTP fact permitted flow 99.0
d, Estimated obligated flow not yet tributary to the WWTP 8.717
e. WWTP facility's actual avg. flow
f Total flow lbr this specific request
g. Total actual and obligated Mows to the facility
h. Percent of permitted flow used
66.8
0.008452
78,724
79.5%
II, Complete this section for each pump station you are responsible fox along the route of
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name
Approx. Capacity, MGD Approx. Current Avg.
(Finn/Design)
Daily Flow, MGD
I1.I. Certification State rra.ent:
1> c itCar,K.
certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permit to 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 plait 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 I and II for which I am the responsible party. Signature of this form indicates
accept ice of this pa tewater. flow.,
'ng Of toai , "a raatatre
Date

enest
SEUED the Environment
Prob.-2ing the Po5sq-OfTs
2 0 0 S th Tryon Street, Suite i 4 0 0 Ch a r Ot te, NC 28202 Charlotk'!
204 376 1555 .2 704 37.6 7851 w At. co Lue nestston e co m RECEIVED Raleigh
DIVISION OF WATER QUALITY' teRrEntttoo
N0,3 3 0 2.010
SWP SECDON
MOORESVH_LE REGIONAL...OFFICE
Date: November 29, 2010
Reference: 3985 — CATO Distribution Center — Phase 1
Attention: Mr, Rob Krebs
Company:
We Are
Transmitting:
North Carolina Department of Environment
and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, North Carolina 28115
TRANSMITTAL
Tel: [phone]
Herewith 0 Under Separate Cover
Copies
2
1
1
Dated
10/18/10
10/12/10
10/06/10
08/25/10
04/05/05
11/09/10
Description
Fast -Track Application Original, 1 Copy)
Application Check (No. 1011192, Fee: $480.00)
USGS Maps (2 Sheets)
Email Correspondence with Charlotte -
Mecklenburg Utilities (CMU)
Private Sanitary Sewer Easement Map
Flow Tracking Form and Flow Acceptance
Transmitted 0 Mail Overnight 0 Courier 0 Hand Delivery 0 Pick -Up
Via:
For Approval 0 For Your Use 0 As Requested
For Review
Remarks: Please see the attached documents for your review and approval. A
Flow Acceptance Letter has been acquired as this is a zero -flow sewer
application; an explanation of the zero flow is on the application. A letter
from CMU has also been included explaining why we are required to
permit this private sewer extension with your office.
By:
Cc:
Please feel free to contact us with any questions. Thank you,
Kevin . Ammons, RLA
Project Manager
sm
Mr, Richard L. Wilson — CC
Mr, Robert M. Baysden, PE, LEED AP — CJS
Mr, Darrell S. Campana, RLA CJS
SDSKPRO13985 _COrrespondence,;,„2.0.1(1%Tf ans 11291 Hi:DE NR•Fasi Track Sewer SUbooittaLdoc

North Carolina Secretary of State
Page 1 of 1
North Carolina
.Elaine F. Marshal! DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 12/1/2010
Click here to:
View Document Filings I Sign Up for E-Notifications
J Print apre-populated Annual Report Form I Annual Report Count I File an Annual Report 1
Corporation Names
Name Name Type
NC THE CATO CORPORATION LEGAL
NC CATO STORES, INC. PREV LEGAL
Business Corporation Information
SOSID: 0025239
Status: Current -Active
Effective Date: 5/4/1946
Dissolution Date:
Annual Report Due Date:
Citizenship: FOREIGN
State of Inc.: DE
Duration: PERPETUAL
Registered Agent
Agent Name:
Office Address:
DERHAM - CATO, JOHN P.
8100 DENMARK ROAD
CHARLOTTE NC 28273
Mailing Address: 8100 DENMARK ROAD
CHARLOTTE NC 28273
Principal Office
Office Address: 8100 DENMARK ROAD
CHARLOTTE NC 28273
Mailing Address: 8100 DENMARK ROAD
CHARLOTTE NC 28273
Officers
Title: VICE PRESIDENT
.Name: STUART USELTON
Business Address: 8100 DENMARK ROAD
CHARLOTTE NC 28273
Stock
Class Shares No Par Value Par Value
99 SEE CERT 0 0
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2490
http://www.secretary.state.ne.us/corporations/Corp.aspx?PitemId=4693291 12/1/2010

of W A Ivlichacl F. I:asrey. Governor
r�R William G. Ross Jr., Secretary
OCR QG North Carolina Department of Environment and Natural Resources
2 ( - Careen hi. Sullins, Director
5 Division of Water Quality
Odbe.it. 19, 2010
C- £ r. b re d sYl
[.1cL +e a-13
Subject:
Dear Mr.l1.213 r f 7
Fast Track A l'c Ret n
P Name: oje tNae:pCdo tr
.fri . (al fi'bf d, 1 Ce
ec R.County, North Carolina
The Divisi n f Water Quality, Mooresville Regional Office received your Fast Track sewer
application on I i` j l0 During an initial review of your application, your application was determined to
be incomplete. Therefore, your application is being returned. (Please include a copy of this letter with
your resubmittal). For a listing of the correct forms and instructions please visit:
http://h2o.enr.state.nc.us/peres/CollectionSystems/CollectionSystemApplications.htmI.
Please complete/correct the following deficiencies:
❑ Application submitted on wrong or outdated forms. Form(s):
❑ Application was submitted without a processing fee or with an incorrect processing fee.
Application did not contain a Flow Tracking Form (FTSE 10/07).
❑ Application did not contain the Developer's/Homeowner's Operational Agreement.
❑ Application did not contain the correct number of copies.
❑ Application failed to include project map.
❑ Application (line A.lb) was not signed by an authorized representative in accordance with 1 SA
NCAC 2T .0106(b). (see http://h2o.enr.state.nc.usladmin/rules/codes statutes.htm)
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is technically deficient additional information may
be required or the package may be returned again.
Sincerely,
1 Robert B. Krebs
U Supervisor, Mooresville Regional Office
Enclosure: Fast Track Sewer Extension Application
cc: RO File
.. ...,.. ..,r -7ne_ GA1_ lacua /Tatonhnnal