SW8050431_HISTORICAL FILE_20020922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/v
DOC TYPE
❑ HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 050431
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
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
Trenney Eason & Legend Builders, Inc.
North County Road Retail
1940 North County Drive, Castle Hayne, New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 28, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 31,854 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit does not provide any allocation
of built -upon area for future development.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050431
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, 9cres:
1.38
Onsite, ft :
60,113
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
31,853
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
4.5
e.
TSS removal efficiency:
'90%
f.
Permanent Pool Elevation:
98.00 (assumed elevation)
g.
Permanent Pool Surface Area, ft2:
2,510
h.
Permitted Storage Volume, ft3:
7,351
i.
Temporary Storage Elevation:
100.3 (assumed elevation)
j.
Controlling Orifice:
518"0 pipe
k.
Permitted Forebay Volume, ft3:
834
I.
Receiving Stream/River Basin:
Ness Creek 1 Cape Fear
M.
Stream Index Number:
CPF17 18-74-62
n.
Classification of Water Body:
"C Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050431
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall .be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050431
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the 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 stormwater management systems.
5. The permittee grants DENR Staff permission to enter the, property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 28th day of November 2005.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

J BS Consulting. PA Wilmington,
ng t n, NC
privy
I W 1 1 Wilmington. NC 28405
Phone: [phone]
�iY r�} Ef�1BElf>g%CJI l�uC�ll illiQ MCJ1 IE� If Fax: [phone]
Email: [e-mail]
Sept., "5 S"TORMWATER
Ms. Linda Lewis --+T71-V t",
NCDENT - DWQ
127 Cardinal Drive Extension Ste9, 2
Wilmington, NC 28405-3845
RE: Stormwater Project # SW8 050431
North County Road Retail
Dear Linda:
I am in receipt of your Sept. 20, 2005 letter requesting additional information on the above
referenced project. Below are our responses to your comments.
1. 1 have attached 2 copies of the calculation sealed by the project engineer.
2. The 100.3 elevation was inadvertently entered into the stage storage table, the
correct elevation is 101. 1 have made the correction to the Stage Storage Table
and attached it for your review.
3. The attached wet detention pond calculations have been revised, step 4
indicates a drawn down of 2.77 days using a 0.625 inch orifice. Because there is
no outlet at the actual 1" storage volume elevation reaches (99.003), The orifice is
sized to draw down the I" volume, 2636 cubic feet, using the 1.15 feet of average
head (100.3 - 98) /2).
4. The detail hgs,been revised; the attached plan indicates that the orifice elevation
is 98.
Should you have additional questions please do not hesitate to call me.
JII II,.. CjT f
Jefferyey
MR
Senior Designer
Phone: [phone]
�* Email: [e-mail]
c
Attachment 2 - sheet 2 of plans
2 - sealed revised Wet Detention Pond Calculations
2 -- page 1 of Wet Detention Basin Supplement

�0F WATF9p Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
p 'C Alan W. Klimek, P.E. Director
Division of Water Quality
Date: September 20, 2005
To: Jeff Roney
Company: JBS Consulting
FAX #: [phone]
FAX COVER SHEET
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050431
Project Name: North County Road Retail
MESSAGE:
Jeff:
The Division received the previously requested additional information regarding the subject
project on July 18, 2005. The application is still incomplete and requires that the following
information be provided prior to issuing this permit:
Please seal the revised calculations.
2. The calculations show two different elevations associated with the same contour
area. Both elevations 100.3 and 101 are reported as having 4,388 square feet of
surface area, which cannot be correct.
3. Please specify the volume you are using in the orifice calculation. There -is an error
in the calculation somewhere because I am unable to duplicate a 3-day drawdown
using the average head and the calculated 1" volume of 2,635 cubic feet. The
average flowrate for a 2 day drawdown is .015 cfs and the average flowrate for a 5
day drawdown is .006 cfs. This is calculated by first dividing the required volume of
2,635 cubic feet by 172,800 seconds in 2 days and by 432,000 seconds in 5 days.
Then you plug each of these numbers into the standard orifice equation, Q = CA
(2gh)112, and solve for the associated orifice area, A=QI(C(2gh)112). Then you solve
for the diameter of each orifice based on the necessary area to achieve the desired
flowrate, D=2(Aln)112. Then, you pick an orifice diameter that falls between the two.
4. The outlet structure detail indicates that the invert of the 4" orifice tee section is
99.003. This must be reduced to 98 in order for the pond to ever draw down to the
permanent pool elevation.
ENBlarl: S:IWQSISTORMWATIADDINF0120051050431.sep05
North Carolina Division of Water Quaky 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCarollina
An Equal OpportunitylAtfirmative Action Employer — 50% Recycled/10% Post Consumer Paper .Xaturallry

P. 1
,
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---------------
899 MEMORY TX
* * * COMMUNICATION RESULT REPORT ( SEP.20.2005
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
9
Date: September 20, 2005
To: Jeff Roney
Company: JBS Consulting
FAX #: [phone]
ADDRESS (GROUP).
919104011620
9:41AM )
TTI
RESULT
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NCDENR WIRO
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--------------
P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E, Director
Division of Water Quality
FAX COVER SHEET
No, of Pages: 1 -ZAIP
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050431
Project Name: North County Road Retail
MESSAGE:
Jeff:
The Division received the previously requested additional information regarding the subject
project on July 18, 2005. The application is still incomplete and requires that the following
information be provided prior to issuing this permit:
1. Please seal the revised calculations.

I
July 15, 2005
Ms. Linda Lewis
NCDENT - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Stormwater Project # SW8 050431
North County Road Retail
Dear Linda:
7332 Colesworlh Drive
Witmingion, NC 28405
Phone: [phone]
Fax: [phone]
Email: BradSedgwickQHotmait.com
RECEIVED
JUL 1.8 2005
PROD # Sw y 31
I am in receipt of your June 24, 2005 letter requesting additional information on the above
referenced project. Below are our responses to your comments.
1. We have added a note to the plans that indicates that no wetlands exist on site.
2. Dimensions of the pond's permanent pool have been added to the attached revised
plan.
3. A more detailed location map has been added to the plan.
4. The pond has been revised in order to provide the necessary surface area for 907o TSS.
5. The attached supplement forms have been revised with the corrected permanent
pool volume.
6. The weir has been set at elevation 100.3 in order to meet New Hanover County's
pre/post requirement. The supplement and drawdown calculations have been
revised to use the 100.3 elevation as the temporary pool.
7. The draw down calculations has been revised using the 100.3 elevation and the
volume provided at that elevation. The orifice size has been revised in the calculations
and the plan.
8. The applications have been revised with Trenney Eason name and signature.

;,
,i .
�, ,_ _ _ ,.
... � ' S � �
1

I,-
0 Page 2
July 15, 2005
9. The address shown on the plan is correct; I have added the address to the revised
application.
Should you have additional questions please do not hesitate to call me.
Sincerely,
Jeffery A. Roney
Senior Designer
Phone: [phone] M9
Email: roneyi(Mearthlink.net
Attachment 3 — sets of revised plans
3 — revised Wet Detention Pond Calculations
3 — revised Stormwater Management Permit Application From
3 — revised Wet Detention Basin Supplement

�OF WAP Michael F. Easley, Governor
O G William G. Ross, Jr„ Secretary
c� � North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 24, 2005
Mr. Ken Eason, President
Legend Builders, Inc.
400 Carl Street
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 050431
North County Road Retail
New Hanover County
Dear Mr. Eason:
The Wilmington Regional Office received a Stormwater Management Permit Application for
North County Road Retail on April 28, 2005, A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
2. Please dimension each line and arc of the permanent pool contour.
3. Please add the nearest intersection of two major roads to the vicinity map. A
major road is any 1, 2 or 3 digit NC, US or interstate highway.
4. The calculations indicate that the SAIDA ratio is for a 90% TSS pond, but the
supplement reports that the pond is based on 85%TSS. The minimum surface
area that is shown in the calculations is for an 85% TSS pond. The rules require
a 30' vegetated filter to be located at the outlet of all ponds sized for 85% TSS
removal. Please either redesign the pond to 90% TSS (2,506 ftz minimum
surface area) or add a vegetated filter and provide a detail on the plans, per the
attached sketch.
5. The permanent pool volume reported on the supplement is 2,638 cubic feet,
however, the calculations report that it is 2,820 cubic feet. The permanent pool
volume is measured from the bottom of the pond to the permanent pool
elevation.
6. The temporary pool elevation has been reported as 99.11 on the supplement,
however, the outlet structure detail does not provide a weir until elevation 100.3.
If the runoff is allowed to accumulate up to 100.3, then this is the temporary pool
elevation that should be reported on the supplement. You can also elect to lower
the weir elevation on the detail to 99.11, as reported on the supplement.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.enr.state.nc.us
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper
Alturallif
NorthCarolina

Mr. Eason
June 24, 2005
Stormwater Application No. SW8 050431
7. If elevation 100.3 is to be the temporary pool elevation, please recalculate
the orifice size and the temporary pool volume based on that elevation,
and revise the supplement accordingly. The orifice must pass the 1" storm
volume in 2-5 days, using the average head between the permanent pool
elevation and the next available discharge device, in this case, the weir at
elevation 100.3. If the weir is lowered to elevation 99.11, then the 0.75"
orifice does not need to be recalculated.
8. Please provide documentation of your status as president of Legend
Builders, Inc. The last annual report filed with the Secretary of State
currently shows that Trenney L. Eason is the president. Only the president
or vice president of the corporation may sign the application. I can accept
the signature of a third party only if accompanied by a letter signed by
either the president or.vice president of the corporation, authorizing the
third party to sign the stormwater application on their behalf.
9. The application does not provide the street address of the project,
however, the plans indicate the address as 1940 North County Road,
Castle Hayne. Is this correct?
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to July 24,
2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent: All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
v�a
Linda Lewis
Environmental Engineer
ENBlarl: S:IWQSISTORMWATERIADDINF0120051050431.jun05
cc: Brad Sedgwick, P.E., JBS Consulting
Linda Lewis
Page 2 of 2

Page 1 of 1
North Carolina
Elaine F. Marshall D ERARTM EDIT OF THE
Secretary SECRETARY OF STATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 6/24/2005
Click here to.
View Document Filings 1
1Print apre-populated Annual Report Form 1 File an Annual Report I
Corporation Names
Name Name Type
NC LEGEND BUILDERS, Legal
INC.
Business Corporation Information
SOS I D:
0366832
FID:
561937707
Status:
Current -Active
Date Formed:
4/12/1995
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Rains, Bruce a., Cpa
1442 Military Cutoff Road
Suite 24
Wilmington NC 28403
1442 Military Cutoff Road
Suite 24
Wilmington NC 28403
No Address
5818 Dekker Road
Castle Hayne NC 28429
Stock
Class Shares No Par Value Par Value
COMMON 100000 Yes NIA
For questions or Comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pltemld=4945709 6/24/2005

95 095 5002
State of North Carolina
0f6IL��3 . _
FILED
200 AM
APR If Q no
EFFECTIVE
RUFUS L DMIST9
SECRETARY OF STATE
NORTH CAROUNA
Department of the Secretary of State
ARTICLES OF INCORPORATION
Pursuant to 55-2-02 of the General Statutes of North Carolina, the
undersigned does hereby submit these Articles of Incorporation for
the purpose of forming a business corporation.
1. The name of the corporation is: LEGEND BUILDERS, INC.
2. The number of shares the corporation is authorized to
issue is: 100,000
These shares shall be: (check either a or b)
a. X all of one class, designated as common stock; or
b. divided into classes or series within a class as
provided in the attached schedule, with the
information required by the NCGS 55-6-01.
3. The street address and county of the initial registered office
of the corporation is:
Number and Street: 1R§_-1aur@j Drive
City, State, Zip Code: Wilmington. North Carolina.-28441 .
County: _ Now, Hanover
4. The mailing address if different from the street address of the
initial registered office is: SAME.
5. The name of the initial registered agent at the above address
is:
.Mo
6. Any other provisions which the corporation elects to include
are as follows:
Names of Directors: (1) Billy David Eason, Sr.
(2) Trenney Lea Eason

l
7. The name and address of each incorporator is as follows:
Hilly David Eason, Sr.
128 Laurel Drive
Wilmington, NC 28401
Trenney Lea Eason
5820 Dekker Rd.
Castle Hayne, NC 28429
8. These articles will be effective upon filing, unless a date
and/or time is specified.
This the Imo- day of March, 1995.
/g".cA
&V<Q
HILLY AVID EASON, SR., Inc, o ator
TRENNEY L&A EASON, Incorporator
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public for and in the aforesaid County and State, do hereby certify
that BILLY DAVID EASON, Sr. and TRENNEY LEA EASON personally appeared before me
this day and acknowledged the execution of the foregoing instrument, and who,
being by me duly sworn, declared that the state"nts therein contained are true.
Wit ess my hand and official seal this the day of March, 1995.
Notary Pu c
My Commission expires: .?S
rim

STAJE
CAR4 ;' •�''.�
STATE OF NORTH CAROLINA r
ANNUAL REPORT'a4�� OFFICE USE LY
INCLUDE W.00 FILING FEE � C {fir
PAYABLE TO N.C. SECRETARY'S 1`= AMOUNT + u OF STATE.
7 fi PROCESSED SY f 9 0 0 3.4.1i ! 1 REPORT DUE DATE- 06-24-1997
CORP ID- 0 3 6 6 8 3 2
FILING NO- A 0 0 3 NOTICE DATE- 04-30-1997
STATE OF INC- NC
DATE OF INC- 04-12-1995
1. NAME OF CORPORATION, PRINCIPAL OFFICE ADDR f i L E DER PRINCIPAL OFFICE ADDRESS CHANGE HERE -
L
LEGEND BUILDERS, INC. i�,.Mr//
5818 DEKKER ROAD �' 4" .
CASTLE HAYNE NC 2842i UL 7 991 J
EFFECTIVE
Z. REGISTERED AGENT AND MAILING ADDRESS SECRETARY OFELaI'VE F �ti R�S
TRENNEY L, EASON .S�
AGENT NAME AND MAILING ADDRESS CHANGE HERE -
5818 DEKKER ROAD
CASTLE HAYNE NC 26429
3. STREET ADDRESS OF REGISTERED OFFICE ENTER STREET ADDRESS CHANGE HERE -
5818 DEKKER ROAD
CASTLE MAYNE NC 28429
COUNTY - NEW HANOVER
4. IF REGISTERED AGENT CHANGED, SIGNATURE OF NEW AGENT
13IGNATURE CONSTITUTES CONSENT TO APPOINTMENT)
S. FEDERAL EMPLOYER IO NUMBER ENTER FEDERAL ID NUMBER CHANGE HERE -
561937707
6. ENTER NAME, TITLE AND BUSINESS ADDRESS OF PRINCIPAL OFFICERS HERE -
NAME- trr.AneI &t "...) ADDR-68l'6 OL-4eir Qd
TITLE- Tret',Ae,,k- CITY-Gk6TIt (vQ1me, Nk, ST U[ ZIP-'081-to-L9
NAME- �S, �1t d GtSU n1 S#—, ADDR- � 1. t L.CLkrt t 01 q
TITLE- Secre,,CITY- ST- ST-LPL ZIP- OriDr
NAME- ADDR-
TITLE- CITY- ST- ZIP-
NAME- ADDR-
TITLE- CITY- ST- ZIP-
7. ENTER NAME AND BUSINESS ADDRESS OF DIRECTORS HERE - ATTACH 2ND PAGE FF NECESSARY
NAME- Lre i,1eL_( 67_1?50) ADDR- 5£SII(S'- i)2tker ]Cd
CITY- (YbWe ki4tykie ST- ZIP- J (
NAME- A ST ADDR-
CITY- ,(� �✓1nir�j� ST- uCZIP-
NAME- ADDR- J
CITY- ST- ZIP-
8. BRIEFLY DESCRIBE THENATURE
OF ZITS BUSINESS OR ACTIVITIES - l?tn�. � �[3Yt�rc�CTO►� ila rve.w Cv'rLS�YL�Lk�,
O LEGEND BUILDERS, INC.
�1 uA7E-
IFf-iR-jMM P(UOFFICER OF CCPPORATroN]
NANi- {Y` TlhE- f.'
TYPE OR FRE NAME AND TITLE
This form should be returned by the DUE DATE shown above with a check for $I0.00 to:
SECRETARY OF STATE, ANNUAL REPORT SECTION;. POST OFFICE 29525, RALEIGH NC 27G26-0525.
CAR4

1
Form CD-479 (9-98)
North Carolina Annual Report F I L E D
For Business Corporations
992741532 'OCT' 11999
OF STATE
Name of Corporation; LEGEND BUILDERS INC
WORTH CAROUNA
State of Incorporation: NC Fiscal Year Ending: DECEMBER 31 1997
MonthlDaylYear
Secretary of State Corp. ID Number: ���� $ 3 2-
Federal Employer Id Number. 56-1937707
t
Check here If Information has not changed since most recently filed Annual Report, complete line a only.
1. Registered agent & registered office mailing address:
r
2. Street address and county of registered office:
3, If registered agent changed, signature of new agent:
4. Enter principal office address here:
(signature constitutes consent to appointment)
Address
City State . Zip
5. Enter principal office telephone number here:
6. Enter name, title and business address of principal officers here:
Name:
Address:
Name:
Address:
City
State
Taie:
Title:
Zip
City State Zip
Name: Title:
Address:
city State Zip
7. Briefly describe the nature of business:
8. Certification of annual report, st be complete by all corporations
07/2.0/99
(Fo must be signed by officer of corporation) (Date) ^^
TRENNY L EASON PRESIDENT
(Type or print name) (Type or print title)
13 NC4791 NTF 19049A EL
.. t:. _. ..� - _.���._ iMY_13a_.G:. 5.:.._„��.I(�!,1_.._..:,�i•L•!ti Y...: �._m-_ .._ __., ti ... .�- __ ..P� _ ..-_

SOSID: 0366832
Date Filed: 5/26/2003 9:38:00 AM
Elaine F. Marshall
CD-479 (50) Business Corporation Use this form only i North Carolina Secretary of State
'-°' North C
North Carolina Annual Report an An Contact the sport
h an Annual Report f 20113 146 0110511
Liability Partnershi
Name of corporation: LEGEND BUILDERS INC.
State of incorporation: NC
Secretary of state corporation identification number: 53076 Fiscal year ending:
MonthlDayll'ear
Federal employer identification number: 561937707
If this is the initial annual report filing, you must complete the entire form. If your business corporation's information has not
changed since the previous report, check the box and complete One 8 only ...............
t Registered agent and registered office mailing address Agent: U A tIGLC A 4CQ77�
Mailing Address: 7 7 Zin
��57�✓ 0 o `564-VicE R-12
Gc/I , m i Al (, rn f , iVC S¢ a,s
2 Street address and county of registered office Street Address: S `�
County fVE w j1'9Wb VC—/Zl
3 If registered agent changed, signature of new agent:
(signature constitutes consent to the appointment)
4 Enter principal office address here: 5814 DEKKER ROAD
CASTLE HAYNE NC 28429
5 Enter principal office telephone number here: (910) 675- 2765
6 Enter name, title and business address of principal officers here:
Complete Form CD•479A to list additional principal officers
Name: TRENNEY L . EASON Title: OWNER
Address: 5814 DEKKER ROAD
City: CASTLE HAYNE State: NC ZIP: 28429
Name: Title:
Address:
City: State: ZIP:
Name: Title:
Address:
City: State: ZIP:
7 Briefly describe the nature of business: CONSTRUCTI O
8 Certification of annual report must be completed by all corporations
$rgnalufe {f m must be signed by an officer of corporation) f Date
r rest d e nq:::
Type a Print Name Titre
NCOZO501 10114/02

SOSID: 0366832
Date Filed: 3/8/2004 3:18:00 PM
Elaine F. Marshall
Cd'479Business Corporation Use this form only North Carolina Secretary of State
9 19.0 , North Carolina Annual Report Contact me North t 2004 068 02009
an Annual Report
Liability Partnershi — —
Name of Corporation: LEGEND BUILDERS INC.
State of Incorporation: NORTH CARO L I NA Fiscal Year Ending: 12 / 31 / 03
Nbnth0ayfYear
Secretary of State Corporation ID Number: 53076 Federal Employer ID Number: 56- 1937707
It this is the initial annual report filing, you must complete the enure form. If your business corporation's information has not
changed since the previous report, check Ure box and complete Line 7 only ............... ............................. "'� ❑
1 Registered agent and registered office street address: (Must be a North Carolina Address)
Name: BRUCE A RAINS MBA, CPA
Street Address: 1442 MILITARY CUTOFF ROAD SUITE 24
City, State, Zip Code: WILMINGTON NC 28403 County: NEW HANOVER
2 Mailing address if different from street address:
Mailing Address:
City, State, Zip Code:
3 If registered agent changed, signature of new agent:
4 Enter principal office address and telephone number here:
Street Address: 5814 DEKKER ROAD
City, State, Zip Code: CASTLE HAYNE
5 Briefly describe the nature of business: CONSTRUCTION
6 Enter name, title, and business address of principal officers here:
Complete Form CD-479A to list additional principal officers
n
(signature constitules consent to the
NC 28429 Telephone: [phone]
Name: TRENNEY L. EASON Title: PRESIDENT
Address: 5814 DEKKER ROAD
City: CASTLE HAYNE State: NC ZIP: 28429
Name: Title:
Address:
City: State: ZIP:
Name: Title:
Address:
City: State: ZIP:
i +.arancauon ar annual repays [must oe'-w paaasa ay all eurPorapans).
3.9-oy
Signature (Ffrm must be signed by an Officer of corporation) Dare
TRENNEY L. EASON PRESIDENT
Type or Print Name Title
NCCZDW I 09124OW

K"OF \NArEq p Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Date: April 22, 2005 -
To: Brad Sedgwick, P.E.
Company: JBS Consulting
FAX #: [phone]
FAX COVER SHEET
No. of Pages: 1 V
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 not assigned
Project Name: North County Road Retail
MESSAGE:
Brad:
The Division received a stormwater permit application on April 15, 2005. The application is
incomplete and the following items must be submitted in order to accept the application for
review:
1. Please initial Section VI on page 4 of the application.
2.' Please initial page 2 of the wet pond supplement.
3. Please relocate the outlet to prevent short-circuiting. Runoff entering via the
southernmost swale will not receive the required level of treatment before being
discharged.
ENBlarl: S:IWQSISTORMWATIADDINF0120051northcountyroad.apr05
Cc: Ken Eason, Applicant
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877.623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstate.nc.us
An Equal Opportunity/Affirmative Action Emptoyer — 50% RecycledI10% Post Consumer Paper
One
NorthCaroiina
Naturally

AS ConsuMng, PA
Fla"ri-ig, &4x)aI g, CCr151tuG" m Mal gxr enf
April 28, 20D5
Ms. Linda Levis
NCDENT - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Stormwater Permit
North County Drive Retail
Dear Linda:
7332 Colesworth Drive
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email: [e-mail]
I am in receipt of your ApnI a 2005 Fax requesting additional information on this project, lasted
below are our comments concerning these items.
1. Please initial Section VI on Page 4 of the application.
I have done this and am providing you an original and a copy of this sheet.
2. Please initial page 2 of the wet pond supplement.
I have gotten the Owners initials on this sheet and I am providing you an original and a copy
of this sheet.
3. Please relocate the outlet to prevent short-circuiting. Runoff entering the southeast........
I have made the changes on the plans to incorporate your comments. I am attaching two
copies of the two plan sheets.
Should you Have additional questions please do not hesitate to call me.
ely,
Bradford Sedgwick, PE
President