WQ0030219_Regional Office Historical File Pre 2018

,1Ian V+1 Klimek, P.'Ls_ I3
[3ivasi n nr water f
May 9, 2006
Mr. David Mayfield, President
Afton Village Land Company
360 Exchange Street NW
Suite 204
Concord, NC 28025
Subject: Permit No. WQ0030219
Afton Village — Parcel 622
Afton Village Land Company
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Mayfield:
In accordance with your application received on April 12, 2006, we are forwarding herewith
Permit No, WQ0030219. dated May 9, 2006, to the Afton Village Land Company 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 .6200; 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 , hl „2ft 115 Phone, fi704) 663-I699 Fax. ) 04i 663-6040
Bnternet: www..ncwalergality,orq Customer Service: 1-877-623-6748
An Equal apperlunityt.Affrrmahue Action Employer — 50% Recycled/10`A Post Consumer Paper

rayfield
Page, 2
May 9, 2006
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Afton Village Land Company for the construction and operation of approximately 429
linear feet of 6-inch gravity sewer as part of the Afton Village — Parcel 622 project, and the discharge of
0 gallons per day of collected domestic wastewater into the Water and Sewer Authority of Cabarrus
County existing sewerage system, pursuant to the application received April 12, 2006, 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 VVVVTP (Rocky River Regional NPDES No, NC0036269) 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 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 1508 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 (704)
663-1699.
Sincerely,
7), „
Jr Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection
Benjaman Whaley, WK Dickson & Co,, inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS
P Permit No. NC0036269)

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 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 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 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.
6. Per 15A NCAC 2H .0220, 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 record drawings shall be maintained on file by the Permttee for the life
of the wastewater collection facilities.
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.
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 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
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part l of Form CS -SS (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 11 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 8th day of May„ 2006,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMCOMMISSION
for Alan W Klimek, RE., Director
Division of Water Quality
By Authority of the Environmental. Management Commission
Per it umber WQ0030219

r
t Track Engineering Certification
Permit No. WQ0030219
May 8, 2006
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
Partial Final
, as a duty registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, Q full time) the construction of the Afton Village — Parcel
622, a 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 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

FAST°-TRACif APPI. It "ATION for GRAVITY SEWERS, PiiIC P STATIONS, AWI.1 Ft3I3C
PAGE
lb.
t c. "hey vo wlll own this system Is:
F rat [l Municipality °
0 1d. EiO Exchange Street NW. Suite 204
1 h. 704-705-1400
Telephone
2. Project (Facility) information:
.. _ age Parcel 6 .. .
2a. AftonVillage 22
Brief Project Warne (permit will refer to this name
Contact Person:
Benjamin S. Whaley, WK Dickson &
Nance and Affiliation of Someone Who Ate r auasti
704-334-5348
Phone Number
Project is 14ew D Mod'
For
attach a separate
sizaliangth, etc.).
duplicate project information In B(7) and
City
1 g. 28025-4728
Zip Code
2b. Cabarrus
County Where Project is Located
day
E_
2. Owner is 0 Public (skip to Item 8(3)) 2(a)
Via. 4If private. applicant will be: ;, " If sill owrrned by a (must choose
kson.
Retaining Ownership (Le. store,
Z Q Leasing units (lots, townhorn es,
ng units (tots, townhomes,
0
Z
© Public Utility (Instruction Id)
ej Homeowner Assoc./developer (Instruction IV)
8'- PVC rsvity un
am Sir oeiving Sewer Size Fore
seta +►ater (roc all that apple): -
Residential Subdivision ❑ Car Wash
Apartments/Condominiums © Institution
©Mobile home Park Hospital
school 0 Church
Restaurant ice ElNur g Home
j� Other (specify): Retell Shonae
tithe permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect
© Flow has already been allocated in Peewit No.
© Rehabilitation or replacement of existing sewer with no new flow expected
100 % Domestic/cornr
% Industrial
% Other (specify):
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for
STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow In aocordancs with 15A NCAC 2H
.0219(1) for item B(7) or the design flow for line or pump station sizing if zero flow In the apace below. Values other than
that In 15A NCAC 2H .0219(IX1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(IX3).
icatal flow = Condos:(2 bedroom condo unit) (11 units)(120 G.P.D. per Bedroom) = 2640 G.P. b.
Retail:(11 retail units)(1200sq.ft. per unitX120gpd/1000sq.ft.) - 1584 G.P.D.
Office Units:(12 office units)(25gpd/person)(1Oemployees max.) — 3000 G.P.D. for a Total - 7224 C.P.D.
10. Sun raaary of Sever Lines to be Permitted (attach additional sheets if necessary)
Slxs (inches)
8°
R TOTAL LINE LENGTH IN MI
Stith (feet)
y or Force Main
pull down menu)
429.74 Gravity
ry of Pump Stations to be Permitted (attach additional sheets as necessary) — NIA
Location ID Power ReliabilityOption
(self chosen - as shown on ' Design Flow Operational Point (1- line feed; 2- permanent generator wIATS; 3-
ns for cress -reference) (MOD) GPM TDH portable generator wlbNmetry; met well storage)
12. Does the sewer system comply with the MIrntrn Design Criteria fear the Fast Track Permitting of Pump Stabons and Force)
Mains (latest version), the Gravity Sewer Minimum Design Criteria (tatsst 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, SUBMIT 'TWO COPIES OF PLAN, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WaTH YOUR APPLICATION
Meets slate regulations exception requested to city ordinance regarding 2' vertical elevation clearance requirement. We
have added DIP pipe in area where 2' vertical clearance can't be maintained.
rig pennItslcer'tifica
Crossings - General Permit or 4Qf Certcatton? © Yes 0 No ® NIA
Sedimentation and Erosion Control Plan? Yes ❑ No ❑ N/A
© Yes El No NIA
ter?
prove'?
14. Does this project involve aerial lines or hons'I Ch Wyss; 0
These. Nnea.vra.t .cvrtetderedP ha[adyandmurLin,Gheckesl;
15. Does s project have gravity sewer lines deal
Be aware that the Dhision will net accept restated Mee mom than 1"
corrected prior to *utterine p the Ikrot engineering oenlicaY©n..
dbe
ETA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRA I SE STATIONS, FORCE MAINS PAGE 5
1. Use the Division's uidance moment entitl
( ed„ 'DE'i'ERIM IMING STREAM CLASSIFICATIONS FA 02/0
(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:
A Stream Classification Is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody: D,
0 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
S
Profir nil Enoin+eer"s Ce
on ID on Map
as-srvawn
Name of
Waterbody
River
Waterbody Stream Waterbody
Index Classification
pplicans Certification:
1, David ilfayfeld, President, attest that this application for At rarl VIIMge — Parcel 622 has been reviewed by me a
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
143-215.68, any person who knowingly makes any false statement, representation, or certification In any application
shall be guilty ofa Class 2 misdemeanor which may include a tine not to exceed $10,000 as well as civil penalties up to
$?5, 000 Ater violation.
I attest that this application for Afton Village — Pareel 622 has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and ail other supporting documentation to the best of
my knowledge. 1 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 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 143-215.613, any person who knowingly makes any false statement, representation, car
certlficaVon in any application shall be guilty of a Class 2 misdemeanor which may include a tine not to exceed $10,000 as
well as civil penalties up to $25, 000 per violation.
2a. Benjamin S. Whaley, PE
Professional Engineer Name
b. WK Dickson & Co., Inc.
Engineering Firm
616 Colonnade Drive
Mailing Address
2d. Charlotte
City
704-334-5348
Telephone
h. 70433-d7+
Facsimile
2e. NC
2
State zip
21. [e-mail]
E-mall
Seel, S naturs &Oat
FTA 02/03 - Rev. 3 04/05

Permit lumber 003
219
Perm
Tra
Central Piles AP SVVP
05/08/06
king Gip
rogram Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, Pressure Se
Extensions
Primary Reviewer
d e.browder
Permitted Flow'
7224
Facility
Facility Name
Afton Village - Parcel 22
Location Address
Owner
Owner Name
Afton Village
and Company
Dates/Events
er
Status
in review
Version
A
Scheduled
Or Issue App Received draft Initiated issuance
04/12/06
Regulated Activities
Apartment complex
Commercial al or industrial, other
Condominium
bon
utten bill
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Benjarniii Whaley„ PE
616 olona e Dr
Charlotte NC 28205
Major/Minor Region
Minor Mooresville
County
Cabarros
Feciity Contest Affiliation
Owner Type
Non -Government
Owner Affiliation
David
Mayfield, Pres
360 Exchange St Nw
Concord
Pubile Notice Issue
Additional infer,
NC 28025
Effe
n requested
Additional infor€rrauorr received
Waterirody Name
xpiratl
index Number Current Class Subbasin

PAY
TO
W.K. DICKSON & CO., INC.
CONSULTING ENGINEERS
616 COLONNADE DRIVE
CHARLO7E, NC 28205
[phone]
Four Hundred and 00/100 Dollars
RBC CENTURA BANK
66-85-53 1
40707
April 11, 2006
AMOUNT
NC DENR
DICKSON & CO., INC.
VOID AFTER 60 DAYS
5z17
II'00040 70 ?Hi 1:0 5 3 L008 500:0 790 L 5 700 Lu
$400.00

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
January 24, 2006
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Office: 232 Davidson Hwy.
Concord, NC 28027
Mail kr P.O. 8ox 428
Concoicl, NC 28026-0428
Phone: [phone]
Fax [phone]
EEP/ED
,IsCORD EN43114F.ERItic
1-;RMG
JAN Z006
Subject: Flow Acceptance Request
Afton Village Parcel 622 Sanitary Sewer Lateral (Private)
Dear Mr. Hiatt:
This is in response to the subject request for flow acceptance received 1/13/06. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from the proposed Afton Village Parcel
622, consisting of 11 single family 2-bedroom condo units, 11 — 1,200 square foot retail units and
12 office units. WSACC agrees to accept wastewater from the proposed residential and commercial
development based on information provided by W. K. Dickson, Inc. (Civil Engineer for the project)
using North Carolina Department of Environment and Natural Resources (NCDENR) wastewater
flow guidelines. The projected flow is 7,224 gpd; however WSACC expects the actual wastewater
flow to more closely approximate 5,501 gpd 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 7,224 gpd and cost of S8.126/gpd to provide treatment and transportation capacity,
this flow acceptance represents an estimated capital expenditure in excess of $58,702.
For your information and based upon NCDENR. wastewater flow guidelines, WSACC has
approved 13,253,222 gallons of flow acceptance for the City of Concord from 1992 to present and
54,064 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $107,695,681 for the City of
Concord since 1992 including $439,324 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current six year
Capital Improvement Program (CH') 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 C1P projects is tentative and may be
delayed by unforeseen circumstances:
Lower Coddle Creek Interceptor relief sewer. Scheduled completion date: 2012.

Ci of Concord
Afton Village Paine 622 (
4, 2006
Page 2 of
a
If cota project not ed ` ye o the
approval the approvali d d a second request and approval ailbe r qu' + a PI ,
notify (, In writmg, when construction of this project i ` 'hated.
If have a tions, please call roe att`7 7 6-17 .
cc: WSACC Engineering Staff
She Moore/Concord
Sincep
Director

LETTER OF TRANSM I T TA L
WK
DICKSON
community infrastructure consultants
616 Colonnade Drive
Charlotte, North Carolina 28205 704„334,5348 teL [phone] tax
TO: NCDENR
610 E. Center Avenue, Suite 301
ATTENTION:
Mooresville, NC 28115
We are sending via: LJ Overnight
The following items:
DATE: April 11, 2006
RE: Mayfield Deve
Afton Village Parce 622
WKDf# 30354.06.CL
❑ Regular Mail ❑ Pick-up
Correspondence Plans
COPIES
DATE
NO.
Hand Delivered
Specifications Other as listed below:
DESCRIPTION
3
2
Fast -Track Application (Gravity Sewers, Pump Stations and Force
Mains)
ACC Flow Acceptance Request
1
:heck No. 40707 ($400.00) for App
cation Fee
2
THESE ARE TRANSMITTED as checked below:
For Approval ❑ As Requested Q Approved as Submitted Q Returned for Corrections
For Your Use U For Review and Comment ❑ Approved as Noted Q Forward to Subcontractor
REMARKS:
COPY TO: File
SIGNED: Steve Whaley, PE

Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PC Box 29622 Raleigh, NC 27626-0622 [phone]
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Corporation Names
Name Name Type
NC AFTON VIiLLAGE LAND Legal
COMPANY
Business Corporation Information
SOSID: 0456867
Status: Cu rrent-Active
Date Formed: 4/20/1998
Citizenship: Domestic
State of inc.: NC
Duration: Perpetual
Registered Agent
Agent Name: Mayfield, David
Registered Office Address: 5389 Village Dr
Concord NC 28027
Registered Mailing 5389 Village Dr
Address: Concord NC 28027
Principal Office Address: 5389 Village Dr
Concord NC 28027
Principal Mailing Address: No Address
Stock
Class
COMMON
Shares No Par Value
100000 Yes
Par Value
N/A
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webrnaster
ate.nc.us/Corporations/Corp.aspx?Pitem l.d=4587093 5/8/2006