WQ0024148_Regional Office Historical File Pre 2018

Michael F. Easley, Cloven
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W.—Klimek, Director
Division of Water Quality
September 15, 2004
Mr, J. H. Craver, President
Copperfield, Inc.
Post Office Box 526
Concord, North Carolina 28026
Subject: Permit No. WQ0024148
Copperfield, Inc.
Sanitary Sewer to Serve
Copperfield/Buckeye One Shell Building
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Craver:
In accordance with your application received on July 13, 2004, and additional information
received on September 8, 2004, we are forwarding herewith Permit No. WQ0024148, dated September
15, 2004, to Copperfield, Inc. for the construction and operation of the subject wastewater collection
system extension, This permit shall be effective from the date of issuance until rescinded, and shall be
subject to the conditions and limitations as specified therein, This cover letter 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 2H .0227 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 2H .0200; 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 919 North Main Street Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.statene.us Customer Service: 1-877-623-6748
An Equal Opportunny/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Nci-ifiCarolina
Aaturally

M. J, H Craver
Page 2
September 15, 2004
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 tiereby
granted to Copperfield, Inc. for the construction and operation of approximately 161.81 linear feet of 6-
inch gravity sewer to serve 4,830 square feet of office space as part of the Sanitary Sewer to Serve
Copperfield/Buckeye One Shell Building project, and the discharge of 1,208 gallons per day of collected
domestic wastewater into the City of Concord's existing sewerage system, pursuant to the application
received July 13, 2004, and in conformity with 15A NCAC 2H .0200; 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 Water and Sewer
Authority of Cabarrus County's (WSACC) Rocky River WWTP (NPDES No. NC0036269) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between Copperfield, Inc., the City of
Concord and WSACC for collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this perrnit 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 Sonja Williams at (704)
663-1699.
Sincerely,
c")
Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No, NC0036269)
Samuel King, King Engineering of Concord, Inc.
Water Quality Central Files
NDPU Files

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 shallshaU 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
0227:
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 21,. .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 shalt 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 shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
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.
Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the North Carolina Department of
Environment and Natural Resources, Water Quality, 610 East Center Ave, Suite 301, Mooresville,
N.C. 28115.
7% A copy of the construction record 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 2H .0200; 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.
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 Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a, Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any 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 (919) 733-
3300. 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 15th day of September, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1-'� /1a —�
for Alan W. Klimk P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00024148

Fast Track Engineering Certification
Permit No, WQ0024148
September 15, 2004
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
r Partial E Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, El weekly, 1:1 full time) the construction of the Sanitary sewer to
Serve Copperfield/Buckeye One Shell Building, Cabarrus 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 2H .0200; 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 Engineers
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

ACK, APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
z
re
0
z
z
0
(.)
eL
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
(to be completed by DWQ) 'AI
/. Owner*
la. Copperfield Inc
Full Legal Name (company, municipal
1 b J EtCraver 61/1/44
y. HOA, utility, etc.)
-^---
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officals')
lc, The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County El Private Partnership fCorporation 0 Other (specify):
ld. Post Office Box 526 le. Concord
Street Address
if, North Carolina
State
1 h 704-788-4000
Telephone Facsimile
2. Project (Facility) Information:
2a, Sanitary Sewer to Serve Copperfield/Buckeye One Shell
Building
Brief Project Name (permit will refer to this name)
Contact Person:
3a, Sam King Jr. — King Engineering of Concord, Inc.
Name and Affiliation of Someone Who Can Answe
City
lg. 28026
Zip Code
1j.
2b, Cabarrus
County Where Project is Located
uestions About this Application
3b, 704-786-5464 3c. samkingfish@aoLcom
Phone Number
1 Project is [it'ew El Modification (of an existing permit) If Modification, Permit Na
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the Imodified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2, Owner is 0 Public (skip to Item B(3)) Yerrivate (go to Item 2(a))
2a, If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
E'Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction III)
Z El Leasing units (lots, townhomes, etc, - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
0 Selling units (lots, townhomes, etc. - go to Item E3(2b))
0
z
3. Water Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Regional Waste Water Treatment Plant
Name ofWWTF
5a. City of Concord
Owner of Downstream Sewer
6, The origin of this wastewater is
0 Residential Subdivision
El Apartments/Condominiums
0 Mobile Home Park
ID School
El Restaurant
Febffice
4b. NC00036269
WWTF Permit No.
5b, 6 5c. i,V Se Of
Receiving Sewer Size Permit Number of Downstream Sewer (if known)
(check all that apply)
0 Car Wash
El Institution
El Hospital
El Church
0 Nursing Home
El Other (specify).
7. Volume of wastewater to be permitted in this project: 1,207.5 gallons per day
/O© % Domestic../Commercial
% Industrial
% Other (specify):
8 If the permitted flow is zero, indicate why:
El Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
NA 02/03 - Rev, 1 06/03

A APPLICATION for G
T SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(0(3).
4,830 sf x 1 person/1o0sf x 25 gpd = 1,207.5 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6
Length (feet)
161,81
z
H
z
0
0
ENTER TOTAL LINE LENGTH IN MILES 0.038
z
Gravity or Force Main
(use the pull down menu)
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
12, 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 2H .0200 as applicable?
Yes No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested.
�.66 if thrateLliaei�
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION;
13, Have the followingsubmitted
approval?
permits/certifications been submitted for a � ._..__ ,_.._..,
pproval ,
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes © No le/N/A.
Les No 0 N/A
EYes El No 0 N/A
Sedimentation and Erosion Control Plan?
Stormwater?
ETA 02/03 - Rev. 1 06.'03

ACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE -
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as,
necessary)„ This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
0
e A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0 A Stream Classification is not needed because the design does not depend on wet well storage as a power reIiabtity
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
0
z
0
j OMR
0
<
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, Applicant's Certification:
1, J, H. Craver, attest ffiat this application for Sanitary Sewer to Serve Copperfield/Buckeye One Shell Building
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false statement„ representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation,
1a. "
Signing Official Signature Date
2, Professional Engineer's Certification:
I attest that this application for Sanitary Serwer to Serve Copperfield/ uckeye One Shell Building 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 certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215„6A and 143-215,6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a, SamuelL. King, Jr. _
Professional Engineer Name
2b. King Engineering of Concord, Inc„
Engineering Firm
2c, Post Office Box 904 _
Address
2d. Concord 2e. NC 2f. 28026
City State Zip
29. 794-786-5464 2h 704:780-6502 2i. [e-mail]
Telephone Facsimile E-mail
Seal, Signature & Date
FIA 02/03 - Rev. 1 06 03

e t b's Topographic Map
0.7 1.4 2, . 2..t 3.5 km
0 0.5 1 1.5 2 2.5 mi
Map center is UTM 17 536917E 3923075N (WGS84/NAD83)
Concord quadrangle
Projection is UTM Zone 17 NAD83 Datum
Page 1 of 1
289
236
http://www.topozone.cowlprint.asp?z=1.7&n=392307 .00069346&e-536917&s-1O0 siz.., 4/15/2004

PermitNitrn i
Program ctegrs
Non -discharge
002414
ermit'Ty Fast Track
Gravity Sever Extension, Pump Stations, Pressure Sewer
Extensions
Primary Revie er
williams
Permitted Flow
1208
Facility Name
Sanitary Sewer to Seve Copperriid / Buckeye
One Shell Budding
Location Address,
Owner
Owner Name
Copperfield,
he,
ates/Events
Per i Tracking,
>ttos
ro reviet
Version
Perrrrlt Con
Fi
ct A
Prolect Type
New Project
Permit Class,
individual
on
ttic.
Region
inor li ooresville
n
County
Cabarrus
contact on
Owner Type
Non- overnrn rtt
Owner Affiliation
Craver, President
Post Office Box 526
Concord
NC 28025
Orin Issue App Received
07713/04
Regale td Activities
Commercial or industrial, utter
Wastewater collection
Outfall it :.
Scheduled
Initiated Issuance Public Notice issue Effective
Requested/Received Events
Additirrnal information requested
Additional information received
Expiration
07/29/04
0 / /0
Waterbedy Name Stream Index Number
Current
Subbasin

Eft. 764 /86,641 f Eli 7134MIba 4E0

TO:
FROM:
U ECT:
Michael F, Easfev„ o mor
'Aram C, Ross Jr., Seciatery
North Caro inn Depa nt utEnvironment and NSW* Resources
Alan W, RE, Director
Coleen H. Sullins, uty Director
Division of Water Quality
September H2004
EMOyNDUM
Permit File ggt
Marie Doklovic, PE
Variance to Gravity Sewer MEC
A " line extension is proposed for a single building lateral searing a single ubdivided building
serving Copperfield Incand Buckeye One, The short -inch lateral connects to a 6-inch line on the
building property, Mich extends down the road to a municipal manhole,
SUMMARY The -inch line serves one half of the building and then the line goes to &inch where
the "d half connects. After discussion with the engineer confirming the it eh Brae serves just the
one hale a variance is not required and the 4-inch line should be struck from the application.
Non -Discharge Permitting Unat
1617 Mail ervi C rnter, Raleigh, NC 27699-1617
D RR Customer Service Center
An Equal Opportunity Action Employer
Internet he.enr.statemo uslncdpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recyclecal0% posaconsumer paper

Entity
a
es
Page 1 of 1
Elaine E. Marsha
Secretary
*Corporal
•Irralaortant Notice
*Corporate Forms/Fees
*Corporations FAO
*Tobacco Manufacturer s
*Verify Certification
*Online Annual Reports
t..iriI's
Secretary Of State Home
•€Business License
egister for E-Procur°ernen
of Revenue
S :n ate Bilfis
*2001 Bill Summaries
*Annual Reports 1 997
'Corporations 1997
*By Corporate Na
*For New Corporate
*By Registered Agent
Online Orders
Start. An Order
*New Payment Procedures
For questions or co
North Carolina
DEPARTMENT OF THE
ECRETARY OF TATE
PO Box 29622 Raleigh, NC 27626-06,22 (919)80A2225
Date: 7/23/2004
Click here to:
View Document Filings l
LLJPrint a pre -populated Annual Report Form I File an Annual Report l
Corporation Names
Name Name Type
NC Copperfield, Inc, Legal
Business Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0097587
Current -Active
12/21/1984
Domestic
NC
Perpetual
Agent Name: Craver, J H
Registered Office Address: 769 Courtney St Se
Concord NC 28025
Registered Mailing P 0 Box 526
Address: Concord NC 28025
Principal Office Address: No Address
Principal Mailing Address: 769 Courtney St Se
Concord NC 28025
about the North Carolina Secretary of State's web site, please send e-m
For questions or comments concerning the Corporations Division, please send a-mait to Corporate
Click There for Jelhr downloading forms.
s administrator
http://www.secrctar-y.state.nc, us/corporations/soskh/Corp.asp?4673312 7/23/2004

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, P.E., Director of Engineering
April 12, 2004
Mr. J. B.I. Craver
C:opperfield, Inc.
Post Office Box 526
Concord, North Carolina 28026
r<Vill'UTE
a city meeting the
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
Copperfield, Inc. Buckeye One Shell Building (irt). Governor's Pointe
Parcel No. 5622-52-76t9 Private Sanitary Sewer Extension
Dear Mr. Craver:
This let -ter is to confirm that on March 30, 2004 our office received the application package
consisting of the engineering plans and specifications, as prepared and sealed by Samuel King,
NCPE, of the King Engineering of Concord, Inc., for the Copperfield, Inc. Buckeye One Shell
Building Private Sanitary Sewer Service extension consisting of a approximately 161.81 linear
feet of 6-inch sanitary sewer service other appurtenances located off of Governor's Pointe to.
serve a commercial building for a total flow of 1,207.5 GPD. it shall be the owner's responsibility
to ensure that the design meets the criteria of the Water and Sewer Authority of Cabitrrus County
and the State of North Carolina. At this time, the City's downstream wastewater collection.
system has the capacity to accept the requested commercial flow amount of 1,207.5 GPD. The
City of Concord, however, will not guarantee the acceptance of any future flow requests or
changes in the nature of the flows associated with this private system.
Please be aware that the City will not assume any :responsibility for the operation and maintenance
of the subject private sewer system. 'The entity to whom the sewer extension permit is issued will
be responsible for complying with North Carolina Administrative Code 15.A NCAC 2H .0227.
Please review this section of the :Administrative Code prior to submitting your application to the
State. if the permit applicant is unable to perform all of the operation and maintenance duties
required by the State's .Administrative Code, a private sewer extension should not be requested.
The City reserves the right to disconnect .the subject: private extension from the City's wastewater
collection system if improper operation and maintenance of theprivate system leads to sanitary
Alfred M. Brown Operations Center
CV uf Couccvrd 5O Warn C. Colman Blvd. 1).0..Bax 308 c Concorri, North Carolina 28026
[phone] :c Fax [phone]-'TIDD 1-800:7135-8262 woar.4:cr-ortordrit.:

scar over
policy's„
the C
wva cr oll ctsystem or violatio . of am c rdn c s or
The City of Concord must be present to observe the connection o this private syst to our
public sewer infrastructure, in order to meet the Standard Scihctions for aMstcat
Collection and Water Distribution for Cabarrus County. Contact Phillip Kinuslandi C' nstrnction
Administrator, at (704) 0-5404 at least 48 hours prior to the , beginning of construction.
The owner engineer shall observe and certify that the priir te system l as been installed ire
accordance with W SACC and; State standards prior to the activation of the extension,
Phis letter shall not be construed as an Authorization ation to Construct by the City of Coneord. All
applicably pen/tits associated Witl this project must be obtained and copies must be presented on
site prior to commencement ofth work.
Sinccrcl 3
CITY OF 'ONCORD
Pall . Campbell
Dire for of Engineer
Sincerely.,
CITY OF CONCORD
nk Fowler
:Director of Waste a.t
- 029 C pperfie d, Inc. ` Governor's Pointe PrivateSan. Serer Extension
C. P.E., King d ig eering of Con ec rd, Ins:. P.O. Box 904, Concord, NC 280?6
ark Fo er„ twater Resources Department
haul Cam pl ell, I,)ir etor of Engineering

WSACC
Office: 232 Davidson Hwy,
Concord, NC 28027
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
April 22, 2004
W. Brian .Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance
Copperfield, Inc. at Governor's Pointe —
Buckeye One Shell Building Sewer System
Mail to: PO, Bo % 428
Concord, NC 28026-0428
Phone: [phone]
Fait 704„795„1564
Dear Mr, Hiatt,
This is in response to the subject request for flow acceptance received 414/04.. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make.
available capacity at the Rocky River Wastewater Treatinent Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from the proposed commercial building
(Buckeye One Shell Building). WSACC agrees to accept wastewater from the proposed
commercial building based on information provided by King Engineering of Concord, Inc. (Civil
Engineer for the project) using North Carolina Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines. The projected flow is 1,208 gpd; however WSACC
expects the actual wastewater flow to more closely approximate 966gpd based upon Master Plan
engineering data.
By requesting flow acceptance, the City of Concord acknowledges that WSACC may need
to upgrade, expand, or construct new facilities to accommodate the increased flow volume granted
by this and previous flow acceptance. Appropriate design and construction will be initiated when
actual flows dictate but may be subject to situations that WSACC does not expect or control. Based
upon flow of 1,208 gpd and cost of $8.1.26/gpd to provide treatment. and transportation capacity, this
flow acceptance represents an estimated capital expenditure in excess of $9,816.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 11,684,226 gallons of flow acceptance for the City of Concord from 1992 to present and
206,730 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of 894,946,020 for the City of
Concord since 1992 including. $1,679,887 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current Capital
Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject to
approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is .tentative and may be
delayed by unforeseen circumstances:
• Cold Water Creek Parallel Interceptor — Phase I.1 will be constructed. Scheduled completion
date: 2004

City of Concord
Governor's Pointe Buckeye One
April 22, 2004
Page 2 of
Rocky River Wastewater Treatment Plant phase TT upgrade. Scheduled completion date: 2004.
Tf construction of this project is not started within one year of the date of this approval, the
approval is rescinded and a second request and approval will be required. Please notify NATSACC in
writing when construction of this project is itiated.
If you have any questions, please call inc at [phone],
cc: WSACC Engineering Staf
Sherri Moore/Concord
Samuel L. King, Jr., P.E.../King Engineering
C. Murdock,
Executive Director

Co
'tickeye One Building Variance
Subject: Copperfield/Buckeye One Building Variance
From: "Marie 'Doklovic" <[e-mail]>
Date: Thu, 29 Jul 2004 14:25:10 -0400
To: <[e-mail]>
CC: "sonja williams" <[e-mail]>
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Coleen H. Sullins, DeputyDirector
Division of Water Quality
Dear Mr. King,
I am reviewing your variance request for the 4-inch sewer line for the subject project. Can you please
check the plumbing plans because it appears that you are indeed specifying 6-inch line at the point the
second building (office) joins the line which meets our regulation. It is only when one line serves
multiple buildings (separate offices) that it needs to be permitted from the shared point onward. So if
the 4-inch only serves the Copperfield Inc. office, we can scratch that from the application as no
variance is necessary.
Please advise at your earliest convenience but no later than August 30, 2004.
Sincerely,
1 of 2 7r29/2004 3:05 PM