SW8961108_HISTORICAL FILE_20080807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a2�
YYYYMMDD

RE: Newport Shopping Center SW8 961 108 Mod.
Subject: RE: Newport Shopping Center SW8 961108 Mod.
From: "ron cullipher" <[e-mail]>
Date: Thu, 7 Aug 2008 13:04:52 -0400
To: "Linda Lewis" <[e-mail]>
hey Linda, this particular project was somewhat confusing, my memory
tells me that we initially tried to do the second phase of the shopping
center as a modification to the existing ponds. We subsequently found
out thru Rhonda that the pond would have to be modified to meet todays
requirements and that
a simple additional volume solution was not acceptable. Later in 2007
we
resubmitted a new design which was permitted under SW8 070741 dated
September 4, 2007 in which new ponds were proposed. No activity on that
permit has started. I hope that helps if I need to dig a little deeper
just let me know. thanks, ron
Ronald D. Cullipher, P.E.
Stroud Engineering, P.A.
151 A Hwy 24
Morehead City, NC 28557
ph 252-247-7479
fax [phone]
email: [e-mail]
-----original Message -----
From: Linda Lewis �nailto:[e-mail]]
Sent: Thursday, August 07, 2008 12:47 PM
To: ron cullipher
Subject: Newport Shopping Center SW8 961108 Mod.
Ron:
In April of 2007, the Division sent Jackson Conner a request for a
stormwater permit regarding the proposed development of the Phase II
area of the previously permitted Newport Shopping Center. An incomplete
application was received in April 2007, but nothing further has been
submitted. LQS inspected the project in June, 2008 and noted that no
construction has taken place yet.
Based on what was permitted in 2003, the proposed project appears to be
part of the Phase II area noted on the approved plans. The Phase II area
was NOT assigned any BUA under the permit that I can tell. The proposed
project appears to extend beyond the Phase II area to encompass
additional area between the Phase II area and the existing Dollar
General property, not previously included in the permit. You can either
provide a separate pond for that runoff or modify/expand the existing
pond to accommodate the additional development.
Can you update me on when (if) we can expect to see the stormwater
application? If the project has been abandoned, please advise.
Thanks,
Linda
l of 1 8/7/2008 1:38 PM

Newport Shopping Center SW8 961108 Mod.
Subject: Newport Shopping Center SW8 961108 Mod.
From: Linda Lewis <linda.lewis a ncmail.net>
Date: Thu, 07 Aug 2008 12:47:29 -0400
To: ron cullipher <rcullipher a stroudengineer.com>
Ron:
In April of 2007, the Division sent Jackson Conner a request for a stormwater
permit regarding the proposed development of the Phase II area of the previously
permitted Newport Shopping Center. An incomplete application was received in April
2007, but nothing further has been submitted. LQS inspected the project in June,
2008 and noted that no construction has taken place yet.
Based on what was permitted in 2003, the proposed project appears to be part of the
Phase II area noted on the approved plans. The Phase 11 area was NOT assigned any
BUA under the permit that I can tell. The proposed project appears to extend beyond
the Phase II area to encompass additional area between the Phase IT area and the
existing Dollar General property, not previously included in the permit. You can
either provide a separate pond for that runoff or modify/expand the existing pond
to accommodate the additional development.
Can you update me on when (if) we can expect to see the stormwater application? If
the project has been abandoned, please advise.
Thanks,
Linda
1 of 1 8/7/2008 12:47 PM

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SITE DATE:
TOTAL TRACT AREA = 3.76 ACRES
CURRENT ZONING = CH
BUILDING SIZE = 29.000 SF REV I S I DNS:
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PARKING REQUIRED = 145 SPACES �D �'�$�
ec (2 SPACES PER 200 SF GROSS FLOOR AREA)
PARKING PROVIDED = 147 SPACES
HANDICAP SPACES REQUIRED = 5 SPACES
HANDICAP SPACES PROVIDED = 5 SPACES
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SITE PLAN
NEWPORT SHOPPING CENTER
NEWPORT TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: CON INVESTMENTS II, INC DESIGNED:
RD
ADDRESS: P,O. BOX 1838 DRAWN:
MOREHEAD CITY NC 28557 BT
252--725-3360 1CHECKED:
STROUD ENGINEERING, P.A. I A
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
(252) —7479
R014ALD D. CULLIP ER ,E.
DATE:
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NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
3/20/2007
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
Con Investments li, Inc.
Mr. Jackson Conner, President
P.O. Box 1838
Morehead City, NC 28557
RE: Project Name: Newport Shopping Center
Project Number: Carte-2007-335
County: Carteret, Newport, Hwy 70
River Basin: White Oak
Submitted By: Stroud Engineering, PA
Date Received by LQS: March 20, 2007
Plan Type: NEW
Dear Mr. Conner:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)). The
Act requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil
erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The review period for an express review is three days of receipt of a complete plan. If additional
information is requested, it must be submitted within five working days of receipt.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Carol N. Miller
Assistant Regional Engineer
cc: Brad McMannen, Stroud Engineering, P.A.
LQS-WIRO: S S-WIROti
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]

o�� W a r�qQ6
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of f:nvironment and Natural Resources
Alan W. Klimek, P.P. Director
Division of Water Qua]ity
April 17, 2007
Mr. Jackson Conner, President
Con Investments 11, Inc.
P.O. Box 1838
Morehead City, NC 28557
Subject: Request for State Stormwater Management Permit Application
Newport Shopping Center
Stormwater Project No. SW8961108
Carteret County
Dear Mr. Conner:
On March 20, 2007, the Wilmington Regional Office received a copy of an Erosion Control Plan for the subject
project. The North Carolina Administrative Code requires any project that must receive either Sedimentation and
Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater Management
Permit by the Division of Water Quality. Any construction on the subject site, prior to receipt of the required
permit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate enforcement action by this
Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and
supporting documentation,. or a written response regarding the status of this project and the expected submittal
date must be received in this Office no later than May 17, 2007. Failure to respond to this request may result in
the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must
NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on all correspondence. If you have any questions,
please call me at (910)-796-7215, or email me at [e-mail].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERISTORMSUB1961108.apr07
cc: Carteret County Building Inspections
Brad McMannen; Stroud Engineering, P.A.
LVVifF_ington- Regiorf6f-Office_Fil
Central Files
One
Npr Carolina
N tura!!y
North Carolina Division or Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Intemet ��°ayw.nc�t'<itcnlualitv_ur Fax [phone]

Received
Emergency
N.C. DIVISION OF...WATER QUALITY
Water Quality Section
Complaint/Emergency Report Form
WILMINGTON REGIONAL OFFICE
/o
Complaint City County_
Report Received From
Time
Agency _ _ Phone No.
Complainant ::�o �1 N (A ZT-
Address I `[ r.,Lc-) -Pp P, l Phone No. 025 ) A,2.133 c7
1-czar z�� 1 a-Yo - v o�6
Check One: Fish Kill Spilt Bypass Animal 14PDES N.D.
Nature of
Stormwater Wetland Other, Specify:
s
L.i
Time and Date Occurred
Location of Area Affected
Surface Waters Impacted s Classification
Other Agencies Notified//� J
Investigation Details PG� IS o� ow dT 9 m eu l o--L �e
nres4?/) -)ufSfYvch hol- Co'00c� �r�,c✓r'��-� %'o C%
Investigator.
/-X -03
SAWOSOHELLSWEPORT.SHL
EPA Region IV [phone] Pesticides 733-3556 Emergency Management 733-3667 Wildlife Resources 733-7291
Solid and Hazardous Waste 733-2178 Marine Fisheries 726-7021 Water Supply 733-2321 Coast Guard MSO 343.4881
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] Fax [phone]

LIMITED LIABILITY COMPANY (LLC)
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
CON INVESTMENTS, LLC
STATE OF ORGANIZATION: NC
SOSID: 0393055
Date Filed: 3/20/2003 5:01:00 PM
Elaine F. Marshall
North Carolina Secretary of State
230790356
SECRETARY OF STATE L.L.C. ID NUMBER: 0393055 FISCAL YEAR ENDING. 12/31/2002
MONTH/DAYIYEAR
FEDERALEMPLOYER ID NUMBER: 56 - 1969942
IF THIS IS THE INITIAL ANNUAL REPORT FILING, YOU MUST COMPLETE THE ENTIRE FORM. IF YOUR
LLC'S INFORMATION HAS NOT CHANGE SINCE THE PREVIOUS REPORT, PLEASE CHECK THE BOX
AND COMPLETE LINE 8 ONLY. 11
1. REGISTERED AGENT & REGISTERED OFFICE MAILING ADDRESS:
JACKSON LEROY CONNER
105 GLOUCESTER CT.
NEWPORT, NC 28570
2. STREET ADDRESS AND COUNTY OF REGISTERED OFFICE:
105 GLOUCESTER CT.
CARTERET COUNTY
3. IF THE REGISTERED AGENT CHANGED, SIGNATURE OF THE NEW AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4, ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS- 320 SALTER PATH RD .
CITY- ATLANTIC BEACH ST-NC ZIP- 28512
5. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE: [phone]
PLEASE INCLUDE AREA CODE
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S) HERE:
NAME- ADDRESS-
TITLE-
NAME-
TITLE-
NAME-
TITLE-
7. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
REAL ESTATE RENTALS
CITY- ST- ZIP-
ADDRESS-
CITY- ST- ZJP-
ADDRESS-
CITY- ST- ZIP-
B. CERTIFIC N OF ANNUAL REP T MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
d
FO�STIGNED BY AINnAGER OF L.L.C. r 9ATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626.0525
203920 1.000

Entity Names
http://www.secretary.state.nc.us/Corporations/soskb/Cor...
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Corporations
Date: 11/21/2003
'Corporations Home
Click here to:
"Important Notice
*Corporate Forms
View Document Filings { �
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File an Annual Report I Print a prepopulated Annual
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Report {
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NC CON INVESTMENTS
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*Annual Reports 1997
SOSID:
0393055
°Corporations 1997
°Other Legislation
Status:
Current -Active
Search
Date Formed:
4/4/1996
"By Corporate Name
°Far New Corporation
Citizenship:
Domestic
*By Registered Agent
State of Inc.:
NC
Online Orders
'Start An Order .
Duration:
JAN 2040
"New Payment Procedures
Registered Agent
Agent Name:
Conner, Jackson Leroy
Registered Office
105 Gloucester Ct
Address:
Newport NC 28570
Registered Mailing
105 Gloucester Ct
Address:
Newport NC 28570
Principal Office
320 Salter Path Rd
Address:
Atlantic Beach NC 28512
Principal Mailing
320 Salter Path Rd
Address:
Atlantic Beach NC 28512
1 of 2 11/21/2003 11:37 AM

State Stormwater Management Systems
Permit No. SW8 961108 Modification
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
CON Investments, LLC
Newport Food Lion
Carteret 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 May 27, 2013, and shall be subject
to the following specified conditions and limitations:
1. 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 258,747 square feet of impervious area. This
pond must be operated with a vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to 258,747 square feet.
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. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

L
State Stormwater Management Systems
Permit No. SW8 961108 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Newport Food Lion
Permit Number:
SW8 961108 Modification
Location:
Carteret County
Applicant:
Mr. Jackson L. Conner
Mailing Address:
CON Investments, LLC
P.O. Box 18706
Raleigh, NC 27619-8706
Application Date:
May 21, 2003
Receiving Stream/River Basin:
Newport River / White Oak River Basin
Stream Index Number:
WOK03 21+1)
Classification of Water Body:
"C"
Drainage Area, acres:
7.27
Onsite, sq. f1.:
316,681
Offsite, sq. ft.:
none, per engineer
Total Impervious Surfaces, sq. ft.:
258,747
Pond Depth, feet:
7.5
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
31.0
Permitted Surface Area, sq. ft.:
9317@Permanent Pool
Permitted Storage Volume, cubic It.:
30,896
Temporary Storage Elevation, FMSL:
34.0
Controlling Orifice:
25 � (drawdown in 2-5 days)
Permitted Forebay Volume, cubic f1.:
6,492
3

State Stormwater Management Systems
Permit No. SW8 961108 Modification
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's 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.
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.
C. 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.
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.
Decorative spray fountains will not be allowed in the stormwater treatment system.
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.
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. 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, 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.
a]

State Stormwater Management Systems
Permit No. SW8 961108 Modification
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
I t . 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.
12. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, 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) which have 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.

State Stormwater Management Systems
Permit No. SW8 961108 Modification
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 27th day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
✓1 ,�h Alan W. Klimek, P.E., rector
�'-"�' � Division of Water Quality
By Authority of the Environmental Management Commission
Cif

State Stormwater Management Systems
Permit No. SW8 961108 Modification
Newport Food Lion
Stormwater Permit No. SW8 961108 Modification
Carteret County
Designer's Certification
I,
as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Proj ect)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 961108 Modification
Certification Requirements:
l . The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
H . Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections

RONNIE E. JORDAN, P.L.S.
JOHNNY GLENN TEW, RE.
May 20, 2003
JO"AN - TEW & ASSOCIATES, P.A.
ENGINEERING, SURVEYING, MATERIALS TESTING & PLANNING
102 WEST BROAD STREET (ZIP 28334)
P. O. BOX 249
DUNN, N.C. 28335
EMAIL: rjordan70l@ao[.corn
N. C. Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Attention: Laurie Munn, Environmental Engineer
PHONES: FAY. 483-1489
DUNN [phone]
FAX: [phone]
���.--ate`
'r•-•,
_
Reference: Request for Additional Information — Stormwater Project No. SW8
980716 Modification Request for Additional Information Stormwater
Project No. SW8 961108 Modification
Dear Ms. Munn.
The following is a summary letter of our response to your review comments (each dated
4/25/03) on the above referenced projects.
We have addressed the items in your letter referenced to SW8 980716 Modification as
follows:
1), We have provided a copy of the designer's certification of the pond with this
correspondence.
2). We have provided a revised sheet #2 of 4 which shows the impervious areas in square
feet as well as acres. We have also provided a revised copy of the calculations, which
show that the impervious area for Out Parcel #5 will increase by 7320 square feet to
45.085 total square feet impervious after modification (37,765 sf original permit + 7320
sf = 45,085 square feet after modification). This will cause the total after modification
impervious area of all 5 out parcels to be 218,206.00 square feet. These numbers are now
coordinated between the permit application form and the calculation sheet.
3). We are including a copy of the recorded deed restrictions with this correspondence.
4). This was an item of information only.
We have addressed the items in your letter referenced to SW8961108 Modification as
follows:
1). We have provided a revised copy of Sheet #2 of 4 of the permit showing all
impervious areas in square feet as well as acres.

2). Due to the fact that this pond serves property under one owner and no out parcels are
involved there has not been any restrictive covenants recorded at the present time.
3). We are providing a copy of the designer's certification of the pond with this
correspondence,
Please inform me if there are other items of information needed to complete the approval
of these two permit modification requests.
Sincerely,
Jordan-Tew & Associates, P.A.
Aa--�fc-,-j
nny Glenn Tew, PE
JGT; dl

State Stormwater Management Systems
Newport Food Lion
Stormwater Permit No. SW8 961108
Carteret County
Engineer's Certification
1, J-,o k A h &T co K 2w , as a duly registered Professional Engineer in the State of
North Carolina, having b&n authorized to observe (periodically/weekly/full time) the construction of the project,
-- -- — --(Project)
for GoN -T-e✓eS+M& +S ,LLC (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project construction such that the construction was observed
to be built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature 2�w
Registration tuber �S�G
Date - - 1JI�LLi 197
SEAL
7

O�pF W ApFRQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and !Natural Resources
0 ~� Alan W. Klimek, P.E. Director
Division of Water Quality
April 25, 2003
Mr. Jackson L. Conner
CON investments, LLC
P.O. Box 18706
Raleigh, NC 27619-8706
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 961108
Newport Food Lion
Carteret
Dear Mr. Conner:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Newport Food Lion on February 18, 2003. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
Please report all built -upon areas in square feet on the application. ✓
2. Please let me know the status of the covenants and deed restrictions. -
Please provide a copy of the designer's certification of the pond.
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 May 25, 2003, 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.
vwr
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCl ENR

Mr. Jackson L. Conner
April 25, 2003
Stormwater Project No. SW8 961108
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,
Laurie Munn
Environmental Engineer
RSS/:Ism S:1WQSlSTORMWATIADDINFO120031961108MOD.apr03.doc
cc: Laurie Munn
Glenn Tew, P.E.

JORDAN - TEW & ASSOCIATES, P.A.
ENGINEERING, SURVEYING. MATERIALS TESTING & PLANNING
102 WEST BROAD STREET (ZIP 28334)
P. O. BOX 249
DUNN, N.C. 28335
BONNIE E. JORDAN, P.L.S. EMAIL: r}ordanTOl r�i aol.com PHONES: FAY. 483-1489
JOHNNY GLENN TEW, P.E. DUNN [phone]
FAX: [phone]
Storm Water Permit SW8 961108
Newport Food Lion
Permit Modifications Calculations and Narrative
The permit modification will consist of revising the entrance road into the existing
shopping center. The existing curve in the road where it connects to US Hwy 70 will be
replaced with a 90' intersection. This will result in a reduction of impervious area of 0.23
acre and a subsequent increase in impervious area of 0.29 acres, which will result in a net
increase in impervious area of 0.06 acres for the drainage area.
The existing storm water retention pond has adequate extra capacities previously
designed into it to allow for this small increase in impervious area without any redesign
of the existing pond.
The following is a list of conditions that show that the pond is adequately sized to
accommodate this modification without any need for changing the existing pond
dimensions.
I . Previously permitted impervious area = 256,133 sf
New surface area after modification = 258,746.60 sf
(Net increase of 0.06 acres = 2,613.60 sf)
2. Existing surface area of pond = 9317 sf
Required surface area after modification = 9137.83 sf
(Assumes 90% T55 removal and 7.5' deep pool) Therefore adequate surface area
exists for modification.
3. Existing storage volume = 38,121 ft3
Storage volume required after modification = 25,334.49 ft3
(Assumes 7.27 acres — one inch deep) Therefore adequate storage volume exists
for modification.
4. Draw down will occur through the 2 1/2" orifice after modification in 3.10 days,
which falls between 2-5 days and therefore is o,k.
This concludes the narrative and calculations relating to the modification request to
existing storm water permit number SW8 9611 08. As can be seen the original design of
the retention pond included additional capacities as it relates to all design parameters and
this smaII modification to the impervious area will not require any change or revision to
the existing and previously permitted pond. „U.Car,,,,-

Jordan - Tew & Associates, P.A.
ENGINEERING, SURVEYING, MATERIALS TESTING & PI
102 West BraW Stec! (Zip 28334)
Post Office Box 249
Darns, Nosh Carolina 28335
cli '4 t+
Ronnie E. JardM P.L.S. Ph= [phone]
Johnny [clean Tow, P.E. FCC (910)882.188
I,LMR Of T
jRAMAMUAL
To: irl �r, eL j ,S Date:
Company: A]. G o 2. Location: ,/ �✓ &4- Iq .
f2 7 Cct ,� n a.Q Q�i vt Project Name : G�vv c
sw8 96)Id�)
We Transmit: MHerewith ❑ In Accordance With Your Request
The Following: LIB Drawings ❑ Preliminary ❑ Test Results UOeer
For Your: �pprovw ❑ Use ❑ Review & Comment ❑ Record
Number of Sets or Copies
Date
Description
e
zk
Y q'fV[ + Got 4 Gv� u� 1aHs
�O , Ga ram* taG
Remarks:
Transmitted By. i --7e -j - Copies To:

WJC ENTERPRISES CORPORATION
Vendor No: NCDENR / Name: NCDENR
Invoice Ref
021203A JLC/DOLLAR GENERAL
(Acct: 1015-000-00)
Inv Date Inv Amt
02/12/03 420.00
Check Date 02/12/03
168592
168592
Discount Adj Amt Amt Paid
0.00 0.00 420.00
Total 420.00

WJC ENTERPRISES CORPORATION 168592
vendor No: NCDENR / Name: NCDENR 168592
Invoice Ref Inv Date Inv Amt Discount Adj Amt Amt Paid
021203A JLC/DOLLAR GENERAL 02/12/03 420.00 0.00 0.00 420.00

JO"AN - TEW & ASSOCIATES, P.A.
ENGINEERING, SURVEYING, MATERIALS TESTING & PLANNING
102 WEST BROAD STREET (ZIP 28334)
P. O. BOX 249
DUNN, 28335
RONNIE E. JORDAN, P.L.S. EMAIL: rN, N.C.N. . 28335l.wm PHONES: FAY. 483-1489
JOHNNY GLENN TEW, P.E. DUNN [phone]
FAX: [phone]
Storm Water Permit SW8 961108
Newport Food Lion
Permit Modifications Calculations and Narrative
The permit modification will consist of revising the entrance road into the existing
shopping center. The existing curve in the road where it connects to US Hwy 70 will be
replaced with a 90' intersection. This will result in a reduction of impervious area of 0.23
acre and a subsequent increase in impervious area of 0.29 acres, which will result in a net
increase in impervious area of 0.06 acres for the drainage area.
The existing storm water retention pond has adequate extra capacities previously
designed into it to allow for this small increase in impervious area without any redesign
of the existing pond.
The following is a list of conditions that show that the pond is adequately sized to
accommodate this modification without any need for changing the existing pond
dimensions.
1. Previously permitted impervious area = 256,133 sf
New surface area after modification = 258,746.60 sf
(Net increase of 0. 06 acres = 2,613,60 sf)
2. Existing surface area of pond = 9317 sf
Required surface area after modification = 9137.83 sf
(Assumes 90% TS5 removal and 7.5' deep pool) Therefore adequate surface area
exists for modification.
3. Existing storage volume = 38,121 ft3
Storage volume required after modification = 25,334.49 0
(Assumes 7.27 acres — one inch deep) Therefore adequate storage volume exists
for modification.
4. Draw down will occur through the 2 1/2" orifice after modification in 3.10 days,
which falls between 2-5 days and therefore is o.k.
This concludes the narrative and calculations relating to the modification request to
existing storm water permit number SW8 9611 08. As can be seen the original design of
the retention pond included additional capacities as it relates to all design parameters and
this small modification to the impervious area will not require any change or revision to
the existing and previously permitted pond. 63;,s�:+
i'A V APO;
r GIE�N F
,8j4#01 111191 t..
6�o3

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
February 25, 1998
Mr. Bill Hicks
Income Properties of Raleigh
3948 Browning Place Suite 109
Raleigh, NC 27619
Subject: Deed Restrictions for
Newport Food Lion
Storrnwater Project No. SW8 961108
Carteret County
Dear Mr. Hicks:
Thank you for your letter of February 10, 1998, concerning the deed restriction requirements for the
outparcels at the subject development. Yes, you are correct in that the statements concerning the requirement
for the outparcels to submit for and receive a $tormwater Management Permit must be added to each deed
as each outparcel is sold. I had assumed that some of the property had been sold or subdivided by now, but
if it has not, then everything is in compliance at this point.
Please keep me informed of any buyers for the outparcels so that our records can be updated.
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSISTORMWATILETTERS1961108.FEB
cc: Linda Lewis
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

BILL IIICKS
PRESIDENT
INCOME PROPERTIES OF RALEIGH, INC.
`• �Y:
3949 BROWNING PL. SUITE 109 - P.O. 13OX 18706 RAL.EIGI I, NC 27619-8706
PHONE [phone]
FAX [phone]
February 10, 1998
Ms. Linda Lewis
Environmental Engineer
NCDENR
127 North Cardinal Dr.
Wilmington, NC 28405
RE: NEWPORT FOOD LION - STORMWATER PROJECT NO SW8961108
Dear Linda:
I am in receipt of your letter of January 27, 1998 regarding our requirement to record a deed
restriction prior to the sale of any outparcel or future area as shown on the approved plans.
With the exception of the expansion area shown as Phase 11, Con Investments, LLC is not the
owner of any of the property under this restriction. Additionally, none of the undeveloped
property has been sub -divided. We assumed the required deed restriction wording would be
added to the deed at time of closing and recorded with the deed.. Is this acceptable to you?
I have called your office twice since receipt of the letter but you were out both times. Please call
or write me with any questions or comments as to the above.
pc: J. Conner, Con Investments, LLC
file

rti
r
Ll
. . , . I . _.1 1. .' 4.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
January 27, 1998
Mr. Jackson L. Conner
CON Investments, LLC
PO Box 18706
Raleigh, NC 27619-8706
Subject: COMPLIANCE INSPECTION
Newport Food Lion
Stormwater Project No. SW8 961108
Carteret County
Dear Mr. Conner:
Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection
Report". The report summarizes the findings of a recent inspection of the project's stormwater controls
conducted on January 14, 1997 to determine compliance with Stormwater Management Permit Number SW8
961108 issued on March 7, 1997.
A summary of the findings and comments are noted under Section 6 of the report. Please inform this
Office in writing before February 27, 1998 of the specific actions that will be undertaken and the time frame
required to correct the deficiencies. Failure to provide the requested information, when required, may initiate
enforcement action. If you have any questions please contact me at the Wilmington Regional Office,
telephone number [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIINSPECT1961108.JAN
cc: J. Glenn Tew, P.E.
Central Files
Linda Lewis
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Newport Food Lion
Project Number: SW8 961108 Control Measure: Detention Pond
Water Body: Newport River Classification: Sc
Directions to site, address: Intersection of NCSR 1124 and Highway 70, Newport
2. Inspection Date: January 14, 1997
Weather Conditions: Cold, sunny
3. Comparison of Approved plans vs. As -Built: Compared well.
4. Maintenance Problems: None
5. PE Certification Received? 9/27/97 Deed Restrictions Received? NO
6. Comments:
a. Per Section I, item 5, please provide a copy of the recorded deed restrictions concerning the
requirement to have the outparcels and future areas submit for a Stormwater Management
Permit prior to development.
Inspector: Linda Lewis
Water Quality/Wilmington Regional Office/[phone]
RSS/arl: S:1WQSISTORMWATIINSPECT1961108.JAN

State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan S. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 7, 1997
Mr. Jackson L. Conner
CON Investments, LLC
Post Office Box 18706
Raleigh, NC 27619-8706
Subject: Permit No. SW8 961108
Newport Food Lion
High Density Commercial Stormwater Project
Carteret County
Dear Mr. Conner:
The Wilmington Regional Office received the Stormwater Management Permit Application for Newport Food Lion on
November 18, 1996, with final information on February 20, 1997. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 961108 dated March 7, 1997, for the construction of Newport Food Lion.
This permit shall be effective from the date of issuance until March 7, 2007, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an ajudicatory
hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395-3900.
Sincerely,
C-1-k,C. V-�--- S R--, (, J ` I -
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSSlarl: S:IWQSISTORMWATIPERMIT1961108.MAR
cc: J. Glenn Tew, P.E.
Garry Yeomans, Carteret CountyInspections
Linda Lewis
\Wilmington:Regional_Offic
Central Files

State Stormwater Management Systems
Perm"
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
CON Investments, LLC
Newport Food Lion
Carteret County
FOR THE
construction, operation and maintenance of a 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 March 7, 2007 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
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 on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff
from 256,133 square feet of impervious area. The outparcels and Phase H are not included in this design.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.

DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
State Stormwater Management Systems
Permit No. swa 461108
Newport Food Lion
961108
Carteret County
Mr. Jackson L. Conner
CON Investments, LLC
Post Office Box 18706
Raleigh, NC 27619-8706
November 18, 1996
Newport River
"SC"
NIA
7.5 feet
31 MSL
256,133 square feet
9,038 square feet
.9,317 square feet
20,519 cubic feet
38,121 cubic feet
34 MSL
2.5" pipe
3

State Stormwater Management Systems
Permit Nn_ SWR 961109
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. Deed restrictions must be recorded prior to the sale of any outpa.rcel or future area shown on the approved
plans to ensure that future owners are made aware of the built -upon area limitations. The following
statement must be recorded:
"To ensure continued compliance with the NCDivision of Water Quality Stormwater Management
Permit Regulations, 15A NCAC 2H.1000, the outparcels and future areas as shown on the
approved plans must submit for and receive a Stormwater Management Permit prior to
development."
"All built -upon area from the outparcels and future areas must be directed into a permitted
stormwater control system. "
"Additional built -upon area will require a permit modification."
6. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
7. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
S. The Director may notify the pen- ittee 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.
4

State Stormwater Management Systems
Permit No- SWA 961108
H. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. The stormwater management system shall be constricted in it's entirety, vegetated and operational
for it's intended use prior to the construction of any built -upon surface except roads.
b. During constriction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
C. All connections into the stormwater system from future areasloutparcels shall be made such that
short-circuiting of the system does not occur.
2. The permittee shall at all tines 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. Maintenance of the side slopes to include mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
f. Access to the outlet structure must be available at all times.
3. 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.
4. 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.
5. 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.
6. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of the
recording. The recorded copy must be signed by the permittee, dated, stamped with the deed book
number and page, and bear the stamp of the Register of Deeds.
7. 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.
N

State Stormwater Management Systems
Permit Na- SWB 9_6_1_1.09
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, 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.
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) which have 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.
The permittee grants DEHNR Staff permission to enter the property 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.
Permit issued this the 7th day of March, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 961108
I

State Stormwater Management Systems
Permit No- SW9 96110
Newport Food Lion
Stormwater Permit No. SW$ 961108
Carteret County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my'abilities, due
care and diligence was used in the observation of the project construction such that the construction was observed
to be built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

DIVISION OF WATER QUALITY
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
(Please print clearly or type)
1. Project Name _Newport Food Lion
2. Location, directions to project (include County, Address, State Road) Attach map. Project is located in
the Northwest Quadrant of intersection of US Hwy. 70 & SR 1124 (see
attached sheet).
CON Investments, LLC
3. Owner's Name Jackson L. Conner Phone_ 9L9-782-4798
4.Owner's Mailing Address P.O. Box 18706
City Raleigh State NC Zip 27619-8706
5, Nearest Receiving Stream Newport River
Class C
6.Projectdescription Project consists of a proposed 29,000 Sq. ft. Food Lion with
associated • • a E�`�:. �:_•� Eli Li *i► tl-'
II. PERMIT INFORMATION
1.Permit No.(robehrledinbyawg) 5W g e-?&I to
2.Application Date -1,79Co r46,v. 2-ZO-ql�- Feeenclosed$ 385.00
3. Permit Type x Ne Renewal Modification (existing Permit No.)
4. Project Type: Low Dens i Detentio Infiltration Redevelop General Alter Offsite
5. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control x 404 Permit
III. BUILT UPON AREA (Please see NCAC 2H.1005 thru .1007for applicable density limits)
Classification
Existing Built -upon Area
Proposed Built -upon Area
Total Project Area
Drainage Drainage
Basin Basin
C
0 ac.
5.88
7.21
Built -upon Area 81.5%
IV. STORMWATER TREATMENT (Describe how the runoff will be treated)
Breakdown of Impervious Area
(Please indicate below the design impervious area)
Buildings 1.25 ac
Streets 1.15 ac.
Parking/SW
Other
3.48 ac.
Run will off will be either piped to or surface drained to the proposed
permanent retention pond.

V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
VII.
cc
I, �; Jackson L. Conner certify that the information included on this permit
(Please print clearly or type)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit stormwater plans on my behalf.
&Rtin- )! , ' - pro ; id C eea I^/ -
/Authorized Agent Signature and Title V Oate,
AGENT AUTHORIZATION (Please fill its the name of the engineer/surveyor authorized to submit plans on the owner's behalf.)
Person or firm name
Mailing Address
Godwin-Jordan-Tew & Associat_es,P.A.
P.O. Box 249
City Ihinn State_ Zip 28115 Phone [phone]
Please submit application, fee, pians and caiculations tc the appropriate Regional Office.
Applicant/WiRO//Central Files
STOWWATER
h E C E 1 V E
NOV 181996
PROD # 110

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POND MAINTENANCE REQUIItEMENTS
Project Name: NeEport Food Lion Project No. 6W 9 7& t 10 9
CON Investments LLC phone No. 919-782-479$
Permittee: - Tarlrcnn T. Connpr
Address: P.O. Box 18706, Raleigh, NC 27619-8706
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
II. Quarterly:
A. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The forebay depth will be checked at various points. Sediment removal is required when
the depth is reduced to 75% of the original forebay design depth of 7.5 '.
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year
as necessary. STORMWATER
E C E I V E
NOV 181996
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POND MAINTENANCE REQUIREMENTS
PAGE 2
IV. Annually:
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75 % of the original design depth or 3', whichever is greater. Design
depth is 7.5 ', measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond. The best time to cut them is at the end
of the growing season, in November. Environmentally sensitive chemical for use in killing
cattails can also be used. Contact your nearest Agricultural Extension Agent.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice.
Slow drawdown may be attributed to a clogged system. The source of the clogging will
be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:
CON Investments, LLC
Jackson L. Conner
I, , hereby acknowledge that I am the financially
(please print or type name clearly)
responsible party for maintenance of this detention pond. I will be responsible for the performance of the
maintenance as outlined above, as part of the Stormwater Management Permit received for this project.
Signature: —,LDate: !
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Godwin - Jordan - Tew & Associates, P.A.
ENGINEERING, SURVEYING, & PLANNING
102 Wcst Broad Street (Zip 28334)
Post Office Box 249
Dunn, North Carolina 28335
Joe E. Godwin. Sr., P.E.. R.L.S. Phone: Fayetteiille : 483-1489
Ronnie E. Jordan. R.L.S. t + Dunn: 892-5159
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
February 13, 1997
Mr. J. Glenn Tew, P.E.
Godwin-Jordan-Tew & Associates
Post Office Box 249
Dunn, NC 28335
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 961108
Newport FoodLion
Carteret County
Dear Mr. Tew:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Pennit Application for Newport FoodLion on January 31, 1997. 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. Provide revised pond calculations for 6.36 acres of impervious area.
2. Provide a revised permit application to include the service road.
3. Only 1 each of sheets 2 and 9 was submitted. Please remember that two (2) sets of plans are
required for all submittals, revisions, and modifications.
4. PreviousIy, you had stated that the outparcels were "property of others”, but the ownership
information you now provide is the same as the current applicant. Therefore, the outparcels
cannot be separated from the development, and they must be either included in the pond
design, or a separate pond must be designed for the outparcels. The ourparcels may not be
sold until a deed restriction is recorded which limits the built -upon area and which requires
that the runoff be directed into a pond..
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] i`Fax [phone]
An Equal Opportunity Affirmative Action Employer

E.
1`
Mr. Tew
February 13, 1997
Stormwater Project No. SW8 961108
----------------------------------------------
5. The resubmitted application shows an impervious total of 6.36 acres in the breakdown
section, but then switches back to 5.23 acres under the Drainage Basin column, and uses 6.36
as the site area. Please clarify and correct. The project area must include the Phase II, the
future development, the outparcels (if a separate pond is not designed for them) and the
service road. Please remember that the drainage area to the pond will include grassed areas
that naturally flow to the pond.
6. Please note that seeding/stabilization of the pond slopes must occur prior to the construction
of impervious surfaces. Your note on Sheet 2 seems to intimate that seeding is only
accomplished after site stabilization.
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 March 13, 1997, 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 have any questions concerning this matter please feel free to call me at [phone],
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF0196ll08.FEB
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

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GODWIN-JORDAN-TEW & ASSOCIATE , Y:�1.
ENGINEERING, SURVEYING &
102 WEST BROAD STREET (ZIP 28334)
P.O. BOX 249
DUNN, N.C. 28335
Ronnie E. Jordan, R.L.S. ST(DRMWATER Phone: Fayetteville 910483-1489
Joe E. Godwin, Sr., P.E., R.LS. Dunn 910-892-5159
Johnny Glenn Tew, P.E. Fax Number: 910483-1489
LETTER OF TRANSMITTAL
Attention: j',' Date: 1 3 o
Company: . G . E Y /4 Location: C .
Project Name: /qew nkllv-t-
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For Your: / Approval Use
Preliminary Test Results ✓ Other
Review & Comments Record
No. Sets/
Copies
Date
Description
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
January 23, 1997
Mr. Johnny Glenn Tew, P.E.
Godwin-Jordan-Tew and Associates
Post Office Box 249
Dunn, NC 28335
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 961108
Newport Food Lion
Carteret County
Dear Mr. Tew:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Newport Food Lion on January 8, 1997. 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. The forebay is supposed to be shallower than the main body of the pond. You show the same
bottom elevation for both the pond and the forebay. Please raise the bottom elevation of the
forebay to about 28 or so. The weir separating the pond from the forebay must be set at an
elevation less than or equal to the design storage pool, but greater than the permanent pool.
2. The note on the plans concerning the clearing of the outparcels is a 99% sure bet that the
Erosion Control permit will be required to address those areas, therefore they will be tied to
the stormwater requirements as well. Please provide me with the names and mailing addresses
of the owners of the outparcels. As discussed 12-8-96, each of the outparcels must submit for
a stormwater permit prior to development.
3. How are you collecting the runoff from the access road that connects into Hwy 70? It is a part
of the project and must be treated.
4. Please break out the future areas of Phase I from the currently proposed plan and list the
total in the column on the application form under "Other”.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone](X) • Fax [phone]
An Equal Opportunity .affirmative Action Employer

Mr. Tew
January 23, 1997
Stormwater Project No. SW8 961108
5. 1 am having trouble deciphering where the edges of the currently proposed parking and streets
are at the rear of the Food Lion. The solid lines. disappear into nothing, and the dotted lines
are incomplete.See the enclosed copy of that portion of the plan I am referring to. .
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 February 23, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF01961108.JAN
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity A �rntative Action Employer

STATE
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
December 2, 1996
Mr. Johnny Glenn Tew, P.E.
Godwin-Jordan-Tew and Associates
Post Office Box 249
Dunn, North Carolina 28335
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 961108
Newport Food Lion
Carteret County
Dear Mr.Tew:
The Wilmington Regional Office received a Stormwater Management Permit Application for Newport Food Lion
on November 18, 1996. A preliminary review of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
I . Two sets of the most recent plans are required for all reviews. Only 1 set was received in October.
2. A signed Operation and Maintenance plan.
3. For the vicinity map, please add the names of and the directions to the nearest cities or towns.
4. Delineate all wetlands on site, or note on the plans that none exist.
Q\h 5. What are the outparcels restricted to for their built -upon area? Please list each outparcel on Attachment
1` A with it's BUA Emit. The plans indicate that the outparcels are the "property of others". If the applicant
a� does not own them, you must provide signed and notarized statements from the owners indicating that
they understand that their outparcel is restricted in the amount of built -upon area that can be constructed
(�J without revising the permit, and that they will record the BUA limit as a deed restriction and submit a
copy of the recorded restriction prior to selling the lot or commencing constriction. They must further
acknowledge that a separate Stormwater Management permit will be required for the outparcel
development which will include 2 sets of plans, an application fee of $225.00, a completed permit
application.form, and calculations.r
2XV,
G �
91d \VY .
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr.Tew
December 2, 1996
Stormwater Project No. SW8 961108
6. Relocate JB-1 at the property line between outparcels 2 and 3 so that 3 will be able to connect without
encroaching on 2's property.
7. Label and delineate the permanent pool and design pool contours.
8. Dimension the permanent pool contour. Include radii.
0 9. The pond section detail must include both a forebay and a 6A vegetated shelf. Please now begin and end
elevations for the shelf, the width and the slope. For the forebay, it is shallower than the main pond
(generally 3' max) and must hold 20% of the design volume.
10. The storage you have provided for the first inch occurs at elevation 32.95, however, you have used 36,
which equates to 58,125 cubic feet. The orifice has only been sized for 22,163 cubic feet. You must size
the orifice based on the accumulated volume at the designated elevation. The minimum volume
�1 accumulated must meet the calculated requirment, and anything else over the minimum must be accounted
for in the orifice sizing for drawdown. If you chose 32.95 as the storage elevation, and provided an outlet
at that elevation, then your calculations as reported would be correct. Please analyze the 2" orifice for
the 58,125 cubic foot volume.
11. What is the surface area you provide at 366 y1GW 54-
12. Please relocate the inlets to the pond into one forebay.
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 January 6, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
KElarl: S:1WQSISTORMWATIADDINFO1961108.DEC
cc: Linda Lewis
Central Files
2

State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY
Governor WATER QUALITY SECTION
October 21, 1996
Mr. J. Glenn Tew, P.E.
Godwin-Jordan-Tew and Associates
Post Office Box 249
Dunn, North Carolina 28335
Resources
Jonathan B. Howes
Secretary
Subject: ACKNOWLEDGEMENT OF RECEIPT OF
STORMWATER PERMIT APPLICATION
Newport Food Lion
Carteret County
Dear Mr. Tew:
The Wilmington Regional Office received a Stormwater Permit Application for the Newport Food Lion on
October 9, 1996. The application is incomplete. The following general requirements must be provided prior to
further review by this Office:
1. A completed permit application form.
2. An application fee of $385.00.
3. Sealed calculations.
4. A signed Operation and Maintenance plan.
Upon receipt of the above items, the application will be reviewed within 30 days. If it is determined to be
incomplete, a letter advising how to make the application acceptable will be forwarded. Upon receipt of the
requested information, and a determination that the application is complete, a permit will be issued within 90 days.
This project will be reviewed by Linda Lewis. Please direct all correspondance to the reviewer and reference
the name of the project shown above. If you have any questions, please do not hesitate to call the reviewer at (910)
395-3900.
Sincerely,
Linda Lewis
Environmental Engineer I
JBB/arl: S:1WQSISTORMWATIRECEIPTIFOODLION. OCT
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] a Fax [phone]
An Equal Opportunity Affirmative Action Employer

Godwin - Jordan - Tew & Associates 9 i
o ��T U Q%
ENGINEERING, SURVEYING, & PLANNING
102 West Broad Street (Zip 28334) ----------- ---------------
Post Office Box 249
Dunn, North Carolina 28335
Joe E Godwin, Sr., P.E., R.L.S.
Ronnie E. Jordan, R.L.S.
Johnny Glenn Tcw, P.E.
Phone : Fayetteville: 483-1489
Dunn: 892-5159
Fax: [phone]
To :. _ Date: _ 10
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We Transmit : allerewith ❑ In Accordance With Your Request
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For Your: UApproval ❑ Use ❑ Review & Comment ❑ Record
Number of Copies
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Godwin - Jordan - Tew & Associates, P.A.
ENGINEERNG, SURVEYNG, & PLfWNING
102 West Broad Street (Zip 28334)
Post Office Box 249
Dunn, North Carolina 28335
Joe E. Godwin, Sr., P.E., R.L.S.
Ronnie E. Jordan, R.L.S.
Johnny Glenn Tow, P.E.
Phone: Fayetteville: 483-1489
Dunn; 892-5159
Fax :[phone]
LETTER OF TRANSMITTAL
To c, �ew;c, v. no���ate : it 1 IS 9 6
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The Following : ❑ Drawings ❑ Preliminary ❑ Test Results a0the 2!/ I ;
For Your: O1 Approval ❑ Use ❑ Review & Comment ❑ Record
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