SW8010535_HISTORICAL FILE_20101109

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

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD
SECTION SWP DATEjTIME /� 16
NAME �/, %l% /r!d G REPRESENTING
Guidelines for Access: The staff of the Regional Office is dedicated to making public records in our
custody readily available to the public for review and copying. We also have the responsibility to the public
to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the
following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45
p.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be limited to
five.
3. You may make'copies of a file when the copier is not in use by the staff and if time permits.
There is no charge for 25 or less copies.: cost per copy after the initial 25 is 2.5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office:
No briefcases, large -totes, etc. are permitted in the file review area. To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME
1. , ` . Z
2.
3.
4.
5.
G C ►► l 09 / to
Signature/Name of Firm oik#usiness Date
(Please attach business card to -form if available)
# Copes: I Z Amt. Pd:
Time In
COUNTY
Time Out

Casmer, Jo
From: Freeman, Hunter [[e-mail]]
Sent: Friday, November 05, 2010 9.02 AM
To: Casmer, Jo
Subject: RE: Morehead Crossing Shopping Center
Attachments: image001.gif '
No problem Jo, I agree that reviewing the files is probably the best approach. I will let you know when I will be headed to
Wilmington again - probably sometime next week. I don't know why, but I recall that the map might not have been a full
size sheet. But I've been in the office talking to folks about multiple projects recently, so I may be getting them all mixed
up.
Thanks for the help, and I'll be in touch.
Hunter
From: Casmer, Jo fmailto:[e-mail]
Sent: Friday, November 05, 2010 8:12 AM
To: Freeman, Hunter
Subject: RE: Morehead Crossing Shopping Center
Sorry no. Our files (and any part of) must stay in our possession at all times. The only options are: come in for a file
review and piece the site plan together on our copy machine, or, as my time allows, I will take the site plan offsite and
have the copy made. I will then call you when it is ready and you can come pick it up and reimburse us for whatever our
cost was.
I would recommend you come for a file review. I have looked at the site plans and nothing indicates it is the drainage
area map so it would be better for you to indicate exactly what you want copied if that's the route you decide to take.
Let me know.
,Jo Casmer
Administrative Assistant IV
NC Dept, of Environment & Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please note email address hss chagged
Email cormspondence to and from this address nmy be subject to the Xorth Carolina Public Records Lit w and may be disclosed to thi d parties,
From: Freeman, Hunter rmaiIto: HFreeman withersravenel,corn
Sent: Thursday, November 04, 2010 5:16 PM
To: Lewis,Linda
Cc: Casmer, Jo
Subject: RE: Morehead Crossing Shopping Center
Thanks Linda.
Jo, would it be possible to pick up the map and make a copy next time I am in Wilmington? We have a large format
plotter/scanner at our office. Let me know what our options are, or how much it would cost to get a copy made.

Thank you
Hunter
From: Lewis,Linda [mailto:linda.lewis(a)ncdenr.gov]
Sent: Thursday, November 04, 2010 4:00 PM
To: Freeman, Hunter
Cc: Casmer, ]o
Subject: RE: Morehead Crossing Shopping Center
Yes, you need to make arrangements through my admin staff, Ms. Jo Casmer, to get a copy of that drainage
area map printed off at a local print store at your expense. We don't have a scanner large enough to
accommodate a 24 x 36 plan. Our image size for scanning is limited to 8.5 x 11.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext,
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Freeman, Hunter fmailto:[e-mail]]
Sent: Thursday, November 04, 2010 3:08 PM
To: Lewis,Linda
Subject: Morehead Crossing Shopping Center
Linda — I hope you are doing well. David Conner and I met with you on September 23 regarding a possible expansion of
the Morehead Crossing Shopping Center in Morehead City. During the meeting, you had the original stormwater permit,
and with it there was a drainage area map that corresponded to the pond design and approved permit. Can you send me
a scan or hard copy of that map? We are continuing to evaluate options for the pond, but having the map would be
helpful so I can accurately account for new vs. existing impervious area.
The permit number is SW8 010535. 1 have the permit and the supplement forms, but not the map.
Thanks
Hunter
Hunter Freeman, PE, LEED AP
WITHERS &RAVENEL
111 MacKenan Drive I Cary, NC 27511
Phone: 919,469.33401 Fax: [phone]
Direct: 919.535.51371 Mobile: [phone]
hfreemanlcl' 7.withersravenel.com
www.withersravenel.com
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other

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For DENR Use ONLYI
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Reviewer:
NC®ENR .
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
MIN: —L
Time: 3�0�
Conflrm: I
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan PDF file and vicinit ma same items ex ected in the application acka e
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;atison.davidson(cDncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(@ncdenr.gov
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(�ncdenrgov
• Washington Region -Lyn Hardison 252-946-9215 or lun.hardison(a)ncdenr.gov
• Wilmington Region -Janet Russell 910-350-2004 orianet.russell(a)ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of_reguest
SW
SW
SW
SW
SW
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Project Name: County: CARTERET q S 3 AW NA 2v�_ Ca f r,` — cN
Applicant: DAVID CONNOR Company: LINCOLN HARRIS
Address: 4140 PARKLAKE AVE. SUITE 100 City: RALEIGH, Slate: NC Zip: 27612-�
Phone: [phone]. Fax: [phone], Email: [e-mail]
Physical Location:278 N. NC HWY 24, MOREHEAD CITY, NC 28557
Project Drains into SA. HQW waters -- Water classification (for classification see-http:11h2o.enr. state. nc.usibimslreportslreportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within 1/z mile and draining to class SA waters N. or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: HUNTER FREEMAN Company: WITHERS & RAVENEL7�,O
:10
Address: 111 MACKENAN DRIVE City: CARY, Stale: NC Zip: 27511- -
Phone: [phone], Fax: [phone], Email: [e-mail] 7
SECTION ONE: REQUESTING A SCOPING MEETING ONLY i
® Scoping Meeting ONLY ® DWQ, ® DCM, ® DLR, ❑ OTHER: L: K
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING'
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW (Provide permit #)I
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems -
❑ High Density -Bio-Retention — # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD: ® Major ❑ Minor ❑ Plan Revision [] Redev. Exclusion SW (Provide permit#)
® Coastal Management ® Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1 acres to be disturbed.(CK # (for DENR use))
SECTION THREE _ PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes [1 No
Received from US ACOE ® Yes ❑ No
For DENR use
Fee Split for multiple permits: (Check# 1
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property El Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
TotalFeeAmount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LOS
$
Stream Deter,_
$
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NCDENR EXPRESS March 2009

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September 7, 2010
Morehead Crossing Shopping Center Expansion
Morehead City, NC
Carteret County
Express Review Scoping Meeting — Narrative
The owner of the Morehead Crossing Shopping Center is proposing to add parking on the north side of
the shopping center, necessitating removal of one access driveway and relocation of the stormwater
management BMP currently on site. The previous site was designed permitted in approximately May
2001. The existing stormwater permit number was not found during a preliminary records search.
The existing shopping center is located north of Highway 24, west of the intersection of Highway 70 and
Highway 24. The site drains to the north into a wetland conservation area which then flows into a
tributary to the Newport River. Newport River is classified as SA; HQW. There was one stormwater wet
pond designed and constructed for compliance with applicable stormwater regulations in effect in 2001.
The Newport River is located approximately 1.25 miles from the site.
The proposed modifications will add parking capacity to the site. Due to the proximity of the.existing
parking lot to the existing BMP, the BMP will be moved to the north onto property currently occupied by
an access drive. The entire project will remain within the existing site boundary. The revised plan will
increase impervious area on site by approximately 0.5 acres.
The revised BMP will be sized for 90% TSS removal per the current NC BMP manual. The outlet of the
wet pond will be in the same location as the exiting pond outfall.
As part of the scoping meeting, we request that DWQ research the existing stormwater permit as well as
the status of the existing wetland conservation area to the north of the site.
SEP ® 7 2010
BY:

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Date'. 9/7/2010 Caption'. Morehead Crossing Shopping Center
Scale: 1 inch equals 2000 feet
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Russell, Janet
From: Freeman, Hunter [[e-mail]]
Sent: Monday, September 13, 2010 9:40 AM
To: Russell, Janet
Subject: RE: Lot 3 Highway 24 Commercial Development (Morehead Crossing)
Janet — he may be able to make this meeting, but will certainly be present at the submittal meeting.
From: Russell, Janet [mailto:[e-mail]]
Sent: Monday, September 13, 2010 9:39 AM
To: Freeman, Hunter
Subject: RE: Lot 3 Highway 24 Commercial Development (Morehead Crossing)
Hunter, the owner will need to be available by conference call or in person for either the scope or submittal meeting.
It's a requirement of Express. Although, they can send an assistant or project manager.
From: Freeman, Hunter [mailto:[e-mail]]
Sent: Monday, September 13, 2010 9:36 AM
To: Russell, Janet
Subject: RE: Lot 3 Highway 24 Commercial Development (Morehead Crossing)
Janet — I will be there. I am waiting for word back from the Owner, but I know what the issues are and can handle it
either way.
From: Russell, Janet [mailto:[e-mail]]
Sent: Monday, September 13, 2010 9:35 AM
To: Freeman, Hunter
Subject: Lot 3 Highway 24 Commercial Development (Morehead Crossing)
Hunter:
Have you confirmed the Express Scope meeting scheduled with Linda, Lewis and Rhonda Hall on September 23`d at 10:30
AM? I may have missed your return email. Let me know.
Thanks,
Janet

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Afflw�r
NC®ENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
June 24, 2010
Mr. Samuel C. Stronach
c/o Bunn and Company
227 D West Nash Street
Wilson, NC 27896
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 010535
Highway 24 Commercial Development Lot 3 (Lowe's Project)
Carteret County
Dear Mr. Stronach:
Resources
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 010535 to Highway
24 Commercial Development Lot 3 (Lowe's Project) for a High Density project on August 16, 2001. This permit
expires on August 16, 2011. Per 15A NCAC 2H.1003(h) (the stormwater rules), applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a processing fee, which
is currently set at $505.00. If this is still an active project please complete and submit the enclosed renewal
application prior to February 16, 2011. If this project has not been constructed and a permit is no longer needed,
please submit a request to have the permit rescinded. If you have sold the project, or are no longer the permittee,
please provide the name, mailing address and phone number of the person or entity that is now responsible for this
permit. Enclosed is a form for change of ownership, which should be completed and submitted if the property has
changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater
treatment system, a certification of completion be submitted to the Division from an appropriate designer for the type
of system installed. This is to certify that the permitted facility has been installed in accordance with the permit, the
approved plans, specifications and supporting documentation. Please include a copy of the certification with your
permit renewal request and processing fee. Enclosed is a copy of a sample certification. Also enclosed is a new
Operation and Maintenance agreement that should be completed and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment
facility without a valid permit, are, violations of NC General Statute 143-215.1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at 910-796-7318.
Sincerely,
0-eortte S ttdb S o mwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
GDS/dwc S:IWQSIStormwaterlRenewallRequests120011010535.jun10
cc: Wilmington Regional Office File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAK 910-350-20041 Customer Service: 1-877-623-6748 NorthCarol i na
Internet: www.ncwaterquality.org NaturailJ
An Equal a;yortunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW$ 010535
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
Samuel C. Stronach, Hominy Swamp Associates
Highway 24 Commercial Development, Lot 3 (Lowe's Project)
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H A 000 (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 August 16, 2011 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 on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 91,407 square feet
of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
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. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
2of6

k
State Stormwater Management Systems
Permit No. SW8 010535
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Highway 24 Commercial Development
Lot 3 (Lowe's Project)
Permit Number:
SW8 010535
Location:
Carteret County
Applicant:
Mr. Samuel C. Stronach, General Partner
Mailing Address:
c/o Bunn and Company
227D West Nash Street
Wilson, NC 27896
Application Date:
July 27, 2001
Transferred November 21, 2003
Basin 1 Receiving Stream:
White Oak /UT Newport River
Index #:
21-1
Classification of Water Body:
"C"
Pond Depth feet:
5.5
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft:
Offsite Area entering Pond, ft:
Provided Surface Area, ft:
Provided Storage Volume, ft:
Temporary Storage Elevation, FMSL
Controlling Orifice:
16
3.83
91,407
9,500 (Lowe's Connector Road)
5,967
7,825
17.1
1.25" cp pipe
3of6

State Stormwater Management Systems
Permit No. SW8 010535
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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and 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.
5. 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.
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. 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.
10. Prior to the sale of any portion of the property, 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 of any portion of the property.
4of6

State Stormwater Management Systems
Permit No. SW8 010535
11. A modification must be permitted prior to any construction. The following items will
require a modification to the permit. The Director may determine that other revisions
to the project should 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 or drainage
area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area.
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.
14.The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
111. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. 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. The
permittee is responsible for maintaining compliance with the terms and conditions of
this permit until such time as the Director approves the transfer.
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), that 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 for the purpose of
inspecting all components of the permitted stormwater management facility.
5 of 6

State Stormwater Management Systems
Permit No. SW8 010535
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.
Permit issued this the 21 st day of November, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, Director
-
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010535
6 of 6

'O�OF W A 76h,QG
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
O Y
August 16, 2001
Mr, E. Blanton Hamilton, Jr.. Vice President
Tribek Management, Inc.
Manager of Southstar Holdings -Morehead City II, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
Dear Mr. Hamilton:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
Subject: Permit No. SW8 010535
Lot 3 (Lowe's Project)
High Dcnsity Stormwater Project
Carteret County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Lot 3
(Lowe's Project) on July 27, 2001. 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. SWS 010535 dated August 16, 2001, for the construction of Lot 3 (Lowe's Project).
This permit shall be effective from the date of issuance until August 16, 2011, 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. Faiiure 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
adjudicatory 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 Off -ice 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 [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:IWQSISTORMWATIPERMIT1010535.AUG
cc: Ron Cullipher, P.E.
Morehead City Building Inspections
Linda Lewis
,Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Ext. Wilmington, INC 28405 [phone] Fax [phone]
.Q4►
N—CD MR
Customer Service
800 623-7748

State Stormwater Managetnent Systems
Permit No, SW5 01053.5
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
Tribek Management, Inc.
Manager of Southstar Holdings -Morehead City 11, LLC
Lot 3 (Lowe's Project)
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .l 000 (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 August 16, 2011 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 on page
3 of this permit, the Project Data Sheet.'The stormwater control has been designed to handle the runoff from
91,407 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
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. The runoff from all built -upon area within the permitted drainage.area of this project must be directed into
the permitted stormwater control system.
2

State Stormwater Management Systems
s
Permit No, SW8 010535
DIVISION OF WATER QUALITY
PROTECT DESIGN DATA SHEET
Project Name:
Lot 3 (Lowe's Project)
Permit Number:
SV\18 010535
Location:
Carteret County
Applicant:
Mr. E. Blanton Hamilton, Jr., Vice President
Mailing Address:
Tribek Management, Inc.
Manager of Southstar Holdings -Morehead City 1I, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
Application Date: July 27, 2001
Basin / Receiving Stream / Index #: White Oak /UT Newport River / 21-1
Classification of Water Body:
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 5.5
Permanent Pool Elevation, FMSL: 16
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, W:
Required Storage Volume, fl3:
.Provided Storage Volume, ft3:
Temporary Storage Elevation, FMS
Controlling Orifice:
3.83
91,407
9,500,(Lowe's Connector Road) per Engineer
5,924
5,967
7,350
7,825
L: 17.1
1.25"cp pipe
3

State Stornnwater Management Systems
Permit No. SW8 010535
I1. 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.
?. 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side'slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and 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.
5. 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.
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. A modification must be permitted prior to any construction. The following items will require a modification
to the permit. The Director.may determine that other revisions to the project should 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 or drainage area.
e. Further subdivision, acquisition, or sale of the project area. The proj ect area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. 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.
4

State Stormaater Management Systems
Permit No. SWS 010535
1 1 The pennittee 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 pemitted amount, a modification
to the permit must be submitted and approved prior to construction.
12. Prior to the sale of any portion of the property, 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
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
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.shall notify the Division of any name, ownership or mailing address changes within 30 days.
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.
5. The permittee grants DENR 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.
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.
Permit issued this the 16th day of August, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010535
5

State Stormwater Management Systems
Permit No. Sw8 010535
Lot 3 (Lowe's Project)
Stonnwater Permit No. SIA18 010535
Carteret County
r
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,
(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.
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
Col

State Ston-nwater Management Systems
Permit No. SW8 0 10535
Certification Requirements:
I . 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.
11. 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
Morehead City Building Inspector
7

Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
C1_ lJ__L .. 1l 1 1 .. it / I ,
Jo our �1k 1M4 jJ t,- L-t-. -
�'Yi beK Isla _ M-IeK1 t Zv►C.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and comp ' nce):
F71mn-yrl -AAM i I -i-b T If. V IC' L Pre_S_, &d o - 1-Y i „ eK NAa lame meltf
znt .
3. Mailing Address for person listed in item 2 above:.
- C} p rav r &n c e R06-6 S'u i - r
City: State: Zip:.
Telephone Number: ( `i )3?2, - f3Lf 4
4.. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
N-C- Hw�l 24- Proper Laf 3 Commerc r�l (�evP[r�a , P�f .• 'eeT
ri i nrnfinn nF Prniarf (cfroof nil Arocc)-
6. Directions to project (from nearest major intersection):
iV1-kY'Seuboh o-Fr-Hu/v 24A 70 F-Ite NE 2A r, p_tox. J rn', led -Ivr_ n
7. Latitude, ,W- 44P �i d � _ ` Longitude: 7� �- � 1 - �4 } of project
8. Contact person who can answer questions about the project:
Name: 91AWfoh 1'Lt.i 400 Telephone Number: (70!q_.)�34g4-
II. PERMIT INFORMATION:
1. Specify whether project is (check one): is New Renewal Modification
Form SWU-101 Version 3.99 Paee 1 of 4

41
ff6.
2. If this application is being submitted as the result of a renewal or modification to an existing permit,,Ust th
existing peinvt'riumber Y T ^ : .T" and its issue date (if known)
3. Specify tliie type of project (check one): `
Low Density)k High Density 'Redevelop General Permit Other
7.
4. Additional Project Requirements (check applicable blanks):
`CAMA'Ivlajor•'Sedirieritation/ErosioilCoiitrol:' =, 404y401Permit _NPDES'Stormwater
Information on required estate.permits--can.be,obtairied,by contacting the Custoinec,Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
2. Stormwater runoff from this project drains to the — w k i `_e�l 06d< River basin.
3. Total Project Area: _acres 4. Project Built Upon Area: '7.5 J 2
How many drainage areas does the project have? =
a
Complete the following'information for each drainage, area. If the are more than two drainage areas in the
project, attach an additional sheet with. thileinformaiioii far each area provided in the same format as. below.
BasuijInforrnatxon
Uraina e�Areai-
HIM g .� , s
,� Urau�age Area 2
Receiving Stream Name
Uringffiej
Receiving Stream Class
G
Drainage Area
1, 7 3 A G: r F, .710
Existing Impervious* Area'
O-ZZ AC -6 ±rey
' 2 e)o_r.'hq'g access
Proposed Im ervious'Area
W p-
% Impervious* Area (total)
,
-7 77,
4Nv
$i
=Zm erious SurfaeArea�:
.,,.. 3i:...... ..
I a S? r
N. �a`Drattia eAre�lt
+ .:+P�::R'4 I '�^+9�+ F' f .::. 9R . x.v5...:. 9 k
'°s<�< brautia eArea2
dS3.xG: ra :. 1 f FC
On -site Buildings
o• +13 ?of 7Do
On -site Streets
l . 2 54 1 UD ,
On -site Parking
J`
On -site Sidewalks
o- 1 o 4,150
Other on -site (abbe �o�'r
D oS ---
Zg s7 {�dd�ii �� /77 rv►.ly
Off -site (C-K.. AccesS !z
Total
Total: 2./0 r�407
Imperuious area is defined as the built ,upon.area including; but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

IR
-H'w was the off -site impervious area listed above derived?_ J!'
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and pro tective'covenants are,required to be recorded
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. 'Built -upon area in excess of the permitted amount requires'a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must -be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability.of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb OuildSystem Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 .. . Underground Infiltration Trench Supplement- --
Form SWU-108 Neuse River Basin Supplement-. ..... _ _ .
Form SWU-109~ Innovative Best Management Practice .Supplement--._-.__
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be -`accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items Iisted below. The complete'application package should be
submitted to the appropriate DWQ Regional Office.' '-.- "art'
1. Please indicate that you have�'provided the following required information by initialing in the space
provided next to each item.
.. ... a -.. S - - i _ i. ' } • .. .._ .i_ �..i Initials
• Original and one copy of the Stormwater Management Permit Application Form _ (�
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) .
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
-North arrow F
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours, proposed contours; spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required) .
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): 5'
Mailing Address: �j�_~ fk _ P-4W v _ 2-4-
City:_ MDY ebenad Ci 4-u _ State: _ NC _ zip: -29S57
Phone: ( a!S ) 24!1 _`1r73,.. Fax: a4f7- _140gB -
VIII. APPLICANT'S CERTIFICATION
T. lnrint nr tuna name of narcnn lkfod in Cenerol Infnrmotinn: itam 9) �. IJl�ir� llam._ '
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: } W < Date:
Form SWU-I01 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State.of North Carolina
fE d iR
Department o It LV ment an .NatUla esources ,
Division of Water Quality.
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
. 1...�.., .r;. _.r .. _. —... .., .... .. .�'' ._.__ , .,. _ .. ... _ .,fit.. _. a:i-�..c—'_ �._...— �•�l..s .._�... .._.....
:W. ,ET-DETENTION:,BASIN=•SU'PPLEM-ENT, ,.Y-,- �,
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: N • C• H-w u 24 Phppc_ r� La+ 3 r'o-rmrme- -c i n i Ppy,/" I op r~,�c� t- P� 1 C' -
Contact Person: i~ . e la vide_ Ham i I tors ,t 1 r. Phone Number: U 3-;5�J
For projects with multiple basins, specify which basin this worksheet applies to: p, 10-_
elevations
Basin Bottom Elevationy 5 ft. (floor of the basin)
Permanent Pool Elevation 16:0 ft. (elevation-of.the orifrce)
Temporary moot Elevation �.7 . ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 5q V7 sq. ft. (water surface area at the orifice elevation) l
Drainage Area 2• �3 ac. (on -site and off -site drainage to the basin)
Impervious Area ac. (on -sire and off -site drainage to the basin) '
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume . .
Other. parameters. ;.
SAMA1
IbIgg cu. ft.
ILI cu. ft.
33 —cu. ft.
s t� q
as •de n _d 6. DWQ
ombtne vo�ume oj main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
Diameter -of Orifice----- _ '� ZS in. (2 to s day temporary pool draw_ -down- required)
.�
Design Rainfall~. i __-_ in.
Design TSS'Removal,Z`,. % (minimum BS% required)
Form SWU-102 Rev 3.99 Page t of 4

Footnotes:
When using the Division SA/DA tables, the correct SAMA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter maybe waived if the wet detention basin is designed to provide
90%a TSS removal. 'The NCDENR-BI P inanual•provides,design tablesfor both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
V-14-, a. The permanent pool depth is between 3 and b feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.NIA ;.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
' f. The basin length to width ratio is greater than 3:1: _TO W-t MAKI W1011f' XV-7 '
QosS)3LgE'
g. 'The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
L 1. If the basin is used for sediment and erosion control during.construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The`wet detention basin system is defined as.the wet detention basin, pretreatment including-forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 'does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99
Paae 2 of 4

R�
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at.least monthly:
a Inspect the wet'detention basin system for sediment accd'ation 'erosion;'trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to.5 days as designed. I . . . .
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed. J
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
r
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin.or stream, etc.).
The measuring device used to determine'the sediment elevation -shall be such that it will give an accurate
depth reading and not readily penetrate•inio accumulated sedimerits. '
When the permanent pool depth reads . 12- feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM -
(fill in the blanks)
-=-, - c-r Permanent Pool' EIevation 1
Sediment Re oval EI. JIS 175
Sediment Removal Elevation 18 - 75%
Bottom Ele ation 56 ---------------------------------------------------
Bottom Elevation 1 0 S 25%
,
FOREBAY MAIN POND
5. Remove cattails and other indigenous.wetland plants when they cover 50% of,the basin surface,. These
Qlants shall ."encouraged to grow•along thCVS getated'shelf'anJd'forebay 6e�rm: ,..,-,
5. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-lot Rev 3.99
Page 3 of 4

4
7. All components of the wet detention basin system shall be maintained in good working order. * ''
s
■
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: E- 1314r)-t-o i, l4a-rin i I tm"
Title: .U1C6 prrsid'cnt of T>-' b�1k __I�a�taact eat ��c
Address:_2-06 Provide -Me-, 2no-A - Si) thr IQ(- Cbffuln - h!!. KZ 29202
Phone:
Signature:
Date: "-5--
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, a�n�a o hn5-�� , a Notary Public for the State of KDO) MEDI i U
County of , do hereby certify that iCA-�A-Q n -„ _ w n I Won_
personally appeared before me this r"J+V�day of MQ-Q , C�LO0 l , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires_41 -a-C) 05
Form SWU-102 Rev 3.99
Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 010535
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
Tribek Management, Inc.
Manager of Southstar Holdings -Morehead City H, LLC
Lot 3 (Lowe's Project)
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
211 .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 sliall be effective from the date of issuance until August 16, 2011 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. "['his 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
91,407 square feet of impervious area.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
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. The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system.
EA

State Stormwater Management Systems
Permit No. SW8 010535
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Basin / Receiving Stream / Index #:
Classification of Water Body:
If Class SA, chloride sampling results.
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
'I'otal Impervious Surfaces, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ftz:
Provided Surface Area, W:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, hMSL:
Controlling Orifice:
,IVISION OF WATER QUALITY
12OJECT DESIGN DATA SHEET
Lot 3 (Lowe's Project)
SW8 010535
Carteret County
Mr. I'--. Blanton Hamilton, Jr., Vice President
Tribek Management, Inc.
Manager of Southstar Holdings-Moreliead City 1I, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
July 27, 2001
White Oak /UT Newport River / 21-1
licit
n/a
5.5
16
3.83
91,407
9,500,(Lowe's Connector Road) per Engineer
5,924
5,967
7,350
7,825
17.1
1.25"(p pipe
3

State Stormwater Management Systems
Permit No. SW8 010535
11. 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
stortwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance rust 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and 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.
&. 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.
4. A modification must be permitted prior to any construction. The following items will require a modification
to the permit. The Director may determine that other revisions to the project should 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 or drainage area.
e. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permitter, for which Sedimentation and Erosion Control Plan approval was sought.
f. FiBing in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. 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.
4

State Stormwater Management Systems
Permit No. SW8 010535
11. 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 pemitted amount, a modification
to the permit must be submitted and approved prior to construction.
12. Prior to the sale of any portion of the property, an accesshnaintenance casement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
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 speci fled 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 shall notify the Division of any name, ownership or mailing address changes within 30 days.
I11. 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 a]I 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 DENR 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.
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.
Permit issued this the l 6th day of August, 2001.
NORTI-i CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. "Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010535

DEPARTMENT OF THE ARMY
WILMINGTON Dis,rRICr, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
AT-rE91'iON OF.
September 9, 2002
Subject: Action ID No. 200200204
Mr. Blanton Hamilton
Tribek Corporation
200 Providence, Suite 106
Charlotte, North Carolina 28207
Dear Mr. Hamilton:
----------
Please reference your August 27, 2002 telephone conversation with Mr. Mickey Sugg of
my staff, regarding Tribek's non-compliance of our January 29, 1998 issued permit for the
expansion of Cypress Bay Shopping Center, near Morehead City, Carteret County, North
Carolina. The purpose of this letter is to request additional information in order for our office to
determine your eligibility for a permit modification.
As discussed with Mr. Sugg, prior to authorizing activities pursuant to Section 404 of the
Clean Water Act, the activity must comply with the Section 404(b)(1) Guidelines. These
guidelines provide for first, avoiding impacts to waters and wetlands through the selection of the
ID
least damaging, practicable alternative; second, taking appropriate and practicable steps to reduce
impacts on waters and wetlands; and finally, compensation for remaining unavoidable impacts to
the extent appropriate and practicable. During the review of the initial project design, it was
demonstrated that the project avoided and minimized wetland impacts as much as practicable;
and was in compliance with the 404(b)(1) guidelines. To enable us to determine if your current
construction design complies with the guidelines, we request that you provide the following
additional information:
a. Permits for work within wetlands or other special aquatic sites are available only if the
proposed work is the least environmentally damaging, practicable alternative. Please furnish
information regarding any other alternatives, including onsite upland alternatives, to the work for
which you have constructed, and provide justification that your construction layout is the least
damaging to water or wetland areas on the property.
b. It was necessary for you to have taken all appropriate and practicable steps to minimize wetland
losses. Please indicate all that your current construction has done, especially regarding development and
modification of plans and proposed construction techniques, to minimize adverse impacts to wetlands.
c. The Guidelines require that appropriate and practicable mitigation will be required for
all unavoidable adverse impacts remaining after all appropriate and practicable minimization has
been employed. With our January 29, 1998 issued permit, a mitigation plan was agreed upon and

implemented to compensate for the unavoidable loss of waters or wetlands in the initial permit
design. As you have discussed with Mr. Sugg on several occasions, specifically in a March 4,
2002 telephone conversation, the mitigation monitoring reports are demonstrating that the Laurel
Road mitigation site is failing to meet the hydrological and vegetative parameter. Without any
guarantees that the site will succeed, it is our position that you should seek other mitigation
options to fulfill this requirement.
The aforementioned, requested information is essential in bringing your permit into
compliance, and to determine if your current construction design is eligible for permit
modifications. You should forward this information to us within two (2) weeks of your receipt
of this letter. Upon receipt of your response, we will then determine further appropriate
administrative or legal action.
Additionally, our January 8, 2002 letter referenced General Condition (4); and requested
you to obtain the signature of the new owners of the parcel where Wal-Mart is located, and
forward a copy to our office to validate the transfer- of the authorization. In your January 23,
2002 response, you enclosed a copy of the permit with your signature, but no signature was
completed by Wal-Mart. Please be reminded it is in your best interest that Wal-Mart sign the
permit and submit a copy to our office.
Think you for your immediate attention and cooperation in this matter. If you have any
questions or comments, please do not hesitate to contact Mr. Sugg at telephone [phone],
Wilmington Regulatory Field Office.
Sincerely,
Keith A. Harris, Chief
Wilmington Regulatory Field Office

rA
44
Copies furnished:
Mr. Garland Purdue
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries, NOAA
Pivers Island
Beaufort, North Carolina 28516
State Property Office
North Carolina Department of Administration
116 West Jones Street
Raleigh, North Carolina 27611
Ms. Noel Lutheran
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Ms. Linda Lewis
Division of Water Quality-Stormwater Section
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
U. S. Attorney
Eastern District of North Carolina
310 New Bern Avenue
Suite 800, Federal Building
Raleigh, North Carolina 27611
Mr. Mike Wiley
U.S. Environmental Protection Agency
Wetlands Protection Section - Region IV
61 Forsyth Street
Atlanta, Georgia 30303
Ms. Linda Stabb, Planning Director
Town of Morehead City
Post Office Drawer M
Morehead City, North Carolina 28557
Mr. Lynn McAlexander, Civil Engineer
Manager
Wal-Mart Corporation
2001 SE 10`h Street
Bentonville, Arkansas 72716-0550

Entity Mames
littp://www.secretary.state. nc.us/Corporat ions/Corp.asp?4590149
`; DEPARTMENT OF THE SECRETARY OF STATE
Date: 7/24/2001
Document Filings
Corporation Names
Name
SOUTHSTAR HOLDINGS-MOREHEAD CITY Il, LLC
Limited Liability Company Information
SOSID: 0448576
Status: Current -Active Name
Date Formed: 1/26/1998
Citizenship: Domestic
State of Inc.: NC
Duration: DEC 2048
Corporations
Name Type
Legal NC
Registered Agent
Principal Office
No Address Listed
Agent Name:'
MATHIS, JEFFREY D.
Address:
Registered Office
200 Providence Road
-Principal Mailing
200 Providence Rd
Address:
Suite 106
Address:
Suite 106
Charlotte NC 28207
Charlotte NC 28207
Registered Mailing
200 Providence Road
Address:
Suite 106
Charlotte NC 28207
I of 1 7/24/2001 1 1:50 AM

Entity Names
littp://www.secretary.state,nc.us/Corporatiotis/Corp.asp?4805 110
DEPARTMENT OF THE SECRETARY OF STATE
Date: 7/2412001
Document Filings
Corporation Names
Name
TRIBE=K MANAGEMENT, INC.
Business Corporation Information
SOSID: 0431128
Status: Current -Active Name
Date Formed: 7/1/1997
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Agent Name: MATHIS, JEFFREY D
Registered Office 200 Providence Rd
Address: Charlotte NC 28207
Registered Mailing 200 Providence Rd
Address: Charlotte NC 28207
Corporations
Name Type
Legal NC
Principal Office
Address:
No Address Listed
Principal Mailing 200 Providence Rd Ste 10
Address: Charlotte NC 28207-1437
of 1 7/24/2001 l 1:51 AM

A.
Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
N.C. Hwy 24 Property
Lot 3 Commercial
May 18, 2001
Revision: July 26, 2001
Client: Southstar Holdings -Morehead City II, LLC
Managed by: Tribek Management, Inc.
200 Providence Road - Suite 106
Charlotte,N.C. 28207 Ki
RECOWED
[phone]
, JUL t'7 2001
Engineer: Stroud Engineering, P.A.
151-A N.C. Hwy.24
Morehead City, North Carolina 28557
[phone]
Description of Project
1. Type of Development
nwe
PROJ *
The proposed commercial out -parcel project is located in the Town of
Morehead City, Carteret County, N.C. on a tract of land off U.S. Hwy. 24. The
proposed project consists of commercial space for fourteen (14) retail spaces.
The project is proposed as high density utilizing a wet detention basin as means of
controlling and treating stormwater runoff.
2. Earth Disturbing Activities
a. Excavation and grading for the installation of the drive, parking, drainage,
and utility improvements.
Filcanydocuments11053-311053-3nar.wpd

b. Grading for the construction of buildings.
3. Drainage
The site presently drains north to the Newport River by way of an un-
named stream.
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
l . Sediment Fence - Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site
sedimentation in controlled.
2. Sediment Basins- Stormwater detention pond proposed for the site will serve as a
sediment basin during the construction phase of development.
3. Riprap outlet protection- Riprap to be installed at locations shown on plans to
reduce energy at high velocity areas.
4. Seeding - All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on plans.
5. Stone Construction Entrance - Stone construction entrance(s) will be used to
reduce transport of sediment off site.
6. Drop Inlet Protection - Inlet protection will be used to reduce the amount of
sediment entering the storm drainage piping system during construction.
C. Time Sequence of Operations
1. Remove and/or relocate existing obstructions.
2. Install stone construction entrance(s).
3. Install silt fencing at specified locations.
4. Clear and grub tract area for construction.
5. Excavate, rough grade, and seed stormwater detention basin.
6. Rough grade drive and parking area and begin preparation of building site.
7. Seed and mulch all areas of disturbance not to be paved within 14 days of land
disturbance.
S. Install drop inlets and drainage piping within parking and drive area with
sedimentation control measures as shown on detail.
9. Install utility services.
10. Fine grade drive and parking area and place stone base course.
File:mydocumentsA 053-311053-3nar.wpd

f0-3
E.
F.
11. Construct building(s).
12. Pave drive and parking area.
13. Perform final grading, seed and mulch all remaining disturbed areas.
14. Remove accumulated sediment from stormwater detention basin and perform final
grading of basin.
15. Install wet detention basin vegetation as specified.
Design Assumptions
l . Design storm is ten years.
2. The rational method was used for design.
Wet Detention Basin Operation and Maintenance
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion,
trash accumulation, grass cover, and general condition.
b. Check and clear the orifice and overflow device of any obstructions.
2. Repair eroded areas immediately, re -seed as necessary to maintain good
vegetative cover, mow vegetative cover to maintain a maximum height of six
inches, and remove trash as needed.
3
0
5.
Inspect and repair the collection system (piping, flumes, swales, rip rap) quarterly
to maintain proper functioning.
Remove accumulated sediment from the wet detention basin systems semi-
annually or when depth is reduced to 75% of the original design depth.
Pond original design depth:
sediment removal benchmark depth
Main Basin
Forebay
5.50'
3.00'
4.12'
2.25'
Removed sediment shall be disposed of in an appropriate manner in no way
adversely impacting water quality.
Remove cattails and other indigenous plants when they cover 50% of the basin
surface.
Coastal Stormwater Regulations
Filc:mydocuments11053-311053-3 nar.wpd

The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. these regulations are detailed in
15 NCAC 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be
considered under various options. This project is submitted for approval consideration under
Section .1003(d)(2).
nald A Cullip�h j P!M!l ,,���
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7 3343
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ate
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r,.
Pile: mydocumems11053-311053-3nar.wpd

r
PROJECT: N.C. Hwy 24 Property
LOCATION: Morehead City, Carteret County, N.C.
PROJECT AREA TABULATIONS:
TOTAL TRACT AREA =
Job N.C. HWY 24 PROPERTY- LOT 3
Sheet No. I of ri %,`,� 0AR0C7
Calculated B GYT ! Date 05/10(MQ6.,. ''S+ ••
Checked Data
f� =
� sty'-
133 : Q
LU ?
",pp
.q +,yC,V
PROPOSED IMPERVIOUS SURFACE AREAS:
BUILDING =
PARKING/DRIVES =
SIDEWALKS =
EX. ROADWAY =
CONNECTING ROADWAY =
TOTAL =
RUNOFF CALCULATIONS
RATIONAL METHOD: Q=CIA
RETURN PERIOD:
Tc:
INTENSITY:
RUNOFF COEFFICIENTS:
166835 SF 3.83 AC
20700 SF
0.413 AC
54100 SF
1.24 AC
4150 SF
0.10 AC
9500 SF
0.22 AC (1/2 OF EX. ROAD TREATED)
2185 SF
0.05 AC
90635 SF
2.09 AC
10 YEARS
5 MIN.
7.23 IN/HR
1 IMPERVIOUS AREAS
0.1 GRASSED AREAS
DA
AREA (SF)
AREA
IMPERVIOUS
GRASSED (SF)
Cc
Q10
(AC)
AREA (SF)
(CFS
1 (TOTAL)
113710.00
2.73
91407.00
27303.00
0.79
15.62
RECEIVED
MAY 2 ;,4 2001
AWQ
PROJ # 7w- 61653$
File: mydocuments11053-21PM1053-2SW.xls

INV.
15.5
54'03
Sled 2- o P-
6�(j Sf to /a I
PROPOSED
CULVERT
f ' Hsu
EXISTING
I7I Mi
5xISTIN
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1
. „-.13b-- ---� Ira. I•
f PROPOSED CONCRETE TS
SIDEWALK — 5' WIDTH
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DETENTION POND CALCULATIONS
PERMANENT
POOL VOLUME
Elevation
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
16
Permanent pool
5967
5043.5
1
5043.5
15
Shelf
4120
2500
4.5
11250
10.5
Bottom
880
Total Vol.
1 16293.5
FOREBAY VOLUME
Elevation
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
16
Permanent pool
1701
1503
1
1503
15
Shelf
1305
944.5
2
1889
13
Bottom
584
Total Vol.
3392
Forebay % of Permanent Pool Volume = 20.8%
MAIN BASIN VOLUME
Elevation
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
16
Permanent pool
4266
3647.5
1
3647.5
15 j
Shelf
3029
1873.5
4.5
8430.75
10.5
Bottom
718
Total Vol.
12078.25
Storage volume required •7815 CF
Elevation
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
16.00
Permanent pool
5967
7114
1.10
7825
17.10
1 Storage pool
8260
Total Vol.
1 7825
PM1053-2
Pond Calculations
shezf +v-l( 7
yT s/Qio
C,� I tell
%=O��•FESSIp
SEAL
1 343
�Cr `
D
'rf 8 01111141 "o

st," 5 -17
N.C. HWY 24 PROPERTY
WET DETENTION DRAWDOWN
orifice dia.=
orifice area=
Cd=
time increment
storage volume
storage height =
1.25 in.
0.0085 sf
0.72
120 minutes
7815 ft^3
1.1 ft
9 9 Sh o /ol
1f1fl1ff
CA
34'� •
G I N
(required 1") �'�,�<O D. :••,
(required height for required volume) �'`''111ff1%01%
Time
Cumulative Cumulative Volume
Height
Flow
Volume Volume
Increment
Time
Time
Initial
Out
Out
Remaining
(minutes)
(minutes)
(hours)
(ft"3)
(feet)
(cfs)
(cf)
(ft"3)
0
0
7815,00
1.10
0.0516
0.00
7815.00
120
120
2
7815.00
1.10
0.0516
371.65
7443.35
120
240
4
7443.35
1.05
0.0504
362.70
7080.65
120
360
6
7080.65
1.00
0.0491
353.76
6726.89
120
480
8
6726.89
0.95
0.0479
344.81
6382.09
120
600
10
6382.09
0.90
0.0466
335.85
6046.24
120
720
12
6046.24
0.85
0.0454
326.90
5719.34
120
840
14
5719.34
0.81
0.0442
317.94
5401.40
120
960
16
5401.40
0.76
0.0429
308.97
5092.43
.120
1080
18
5092A3
0.72
0.0417
300.01
4792.42
120
1200
20
4792.42
0.67
0.0404
291.03
4501.39
120
1320
22
4501.39
0.63
0.0392
282.06
4219.33
120
1440
24
4219.33
0.59
0.0379
273.08
3946.25
120
1560
26
3946.25
0.56
0.0367
264.09
3682.16
120
1680
28
3682.16
0.52
0.0354
255.10
3427.05
120
1800
30
3427.05
0.48
0.0342
246.11
3180.94
120
1920
32
3180.94
0.45
0.0329
237.11
2943.84
120
2040
34
2943.84
0.41
0.0317
228.10
2715.74
120
2160
36
2715.74
0.38
0.0304
219.08
2496.6p
120
2280
38
2496.65
0.35
0.0292
210.06
2286.5e
120
2400
40
2286.59
0.32
0.0279
201.03
2085:56
120
2520
42
2085.56
0.29
0.0267
191.99
1893.57
120
2640
44
1893.57
0.27
0.0254
182.94
1710.63
120
2760
46
1710.63
0.24
0.0241
173.88
1536.75
120
2880
48
1536.75
0.22
0.0229
164.80
1371.95
120
3000
50
1371.95
0.19
0.0216
155.72
1216.23
120
3120
52
1216.23
0.17
0.0204
146.61
1069.62
120
3240
54
1069.62
0.15
0.0191
137.49
932.13
120
3360
56
932.13
0.13
0.0178
128.35
803.77
120
3480
58
803.77
0.11
0.0166
119.19
684.58
120
3600
60
684.58
0.10
0.0153
110.00
574.59
120
3720
62
574.59
0.08
0.0140
100.77
473.81
120
3840
64
473.81
0.07
0.0127
91.51
382.30
120
3960
66
382.30
0.05
0.0114
82.20
300.10

120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
4080
4200
4320
4440
4560
4680
4920
5040
5160
5280
5400
5520
5640
5760
5880
6000
68
70
72
74
76
78
80
84
86
88
90
92
94
96
98
100
300.10
0.04
0.0101
72.83
227.28
0.03
0.0088
63.38
163.90
0.02
0.0075
53.82
110.08
0.02
0.0061
44.11
65.97
0.01
0.0047
34.15
31.82
0.00
0.0033
23.72
8.11
0.00
0.0017
11.97
�h
22.2i '
163.9&- ,
2 ••,�Gr��!E�.� ����.
65.97
31.82 CU
104i 1+++++����
8.11
-3.86 3.331�AYs
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#NUM!
#NUM!
#NUM!
#NUM!
#NUM!

:
STROUD ENGINEERING, P:A.
Hestron Plaia Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
-.___........... .
JD8 N C. 24 -Prp PM/653--
SHEET NO. 4F
CALCULATED BY DATE-
/ `� • ,
CHECKED BY ,
SCALE Es.
e F�
C.uGL� 1b�;S 13343
FR*X1 n4 1 ISnpk Skm) 205-1 (POM)

Al
85% TSS REMOVAL
30 FOOT VEGETATED FILTER REQUIRED
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
.9
.8
.7
.6
.5
0
0
0
0
0
20%
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30 %
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40 %
3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50 %
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60 %
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70 %
6.0
5.2
4.5
4.1
3.7
3.1
2.9
2.5
2.1
1.8
80 %
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2:0
90 %
7.5
6.5
5.8
5.3
.4.8
4.3
3.8
3.3
2.8
1.3
100 %
8.2
7.4
6.8
6.2
5.6
5.0
4.4
3.8
3.2
2.611
90 % TSS REMOVAL
NO VEGETATED FILTER REQUIRE
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.�.'
7.53
IMP 70
10 %
1.3
I.0
.8
.7
.6
.5
A
.3
.2
.1
20 %
2.4
2.0
1.8
1.7
1:5
1.4
1.2
1.0
.9
1.1
.6
.8
30 %
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
.40 %
4.5
4.0
3.5
3.1
2.8
2.5
2:1
1.8
1.4
1.1
5 0 %
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1•5
60 %
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9-
2.4
1.9
70 %
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4-
2.9
2•3
80 %
9.4
8.0
7.0.
6.4
5.7
5.2
4.6
4.0
3.4
2.8
9 0 %
10.7
9.0
7.9-
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100 %
12.0
10.0
8.8 ~
8.I
7.3
6.6
5.8
5.1
4.3

18-73
)RAI NAGE & SEWERAGE- HYDRAULIC COMPUTATIONS-5
�2
a Cro65- 5ecfronaf For pipes {ell
_ orea of waferwo y or half -full
0 wetted perr'mefer
4
R r F = Hydroulic rcrdl'us.
SECTION OF ANY OPEN C1-IANNEL SECTION OF CIRCULAR
PIPE
V=Avergg,e or neon ve%cify in fee; per second.
Q = a V-Dscharye of pipe or chonne/ in cubic feet per 5eeana' (e. f.s.).
n = Coefficient of roughness of oipe or chonne/ surfoce , see Tab/e A-Gy./8-G8.
S =Slope of Hydrae/ice Gradient (rvofer.surfbce in open channels or prpes not
under /vressure, seine os slope of c'honne/ ar pi,PC invert only when f/ow
is uniform in c'on.=tonf section.
FIG. A- HYDRAULIC ELEMENTS OF CHANNEL SECTIONS.
r
z
:-w
U
d
w
a
v
3
O
J
LL
100
90
so
70
60
50
do
30
20
to
0
v Iv LV av u .w my iv ou �u �+uu rru rcu
HYDRAULIC ELEMENT5,
PER CENT OF VALUE FOR FULL SECTION (APPROXIMATE)
,EXAMPLE: Given: Dischor9e -I2 e.7 .5. through o pipe which has c-apacify f/owing full
of /5 e. f. S. of a veto city of 7.0 {'per sec. Qe,7ellrea' to fi7o' V k,- Q = /2 c. f. s.
12 Percenfoge of fu// discharge 80% . Z;7fer chart of 80% ' of Yo/ue
for fu//sec/%an of Hydrou/ic E/err7ei7fs, find Y-//2.5%x7�7.9 ff per sec.
FIG.B-VALUES OF HYDRAULIC ELEMENTS OF CIRCULAR 5ECTION
FOR VARIOUS DEPTHS OF FLOW.

Appendices
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: "Bank and channel lining procedures", New York Department
of Transportation, Division of Design and Construction, 1971.)
Note: To use the following chart you must know:
(1) Q full capacity
(2) Q I o
(3) V full
(4) Vto
where Q = discharge in cl's and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity Vo at culvert or paved channel outlet..
Step 2) For pipe culverts Do is diameter.
For pipe arch, arch and box culverts, and paved channel outlets.
Do=Ao, where A.= cross -sectional area of flow at outlet.
For multiple culverts, use Do=1.25xDo of single culvert.
Step 3) For apron grades of 10% or.steeper, use recommendations
For next higher zone. (Zones 1 through 6).
2!
29
5
0
0'
Figure 8.06.b.1
r��wao®
toga
a�
�1�IO
�rtvo�a
iAe�ao
�6U®*
oa m�ntrr�
�O
iu��vm-2
o .hero®���►
roa�mrrfa�
���
4J�il��A
oaf
"�QI
5' 10, 15' 20' 25'
DIAMETER (Ft,)
A3
Rev. I V)3
8.06.5

W
(1 APRON MATERK
�Q
0 PROTECT cLxvEar
L1
HOLE USE 2 AtW�rS
L_2
1 ISTONE
FILLING'(FINE) .." ' CL. A
3 x De
4 x Do
2
STONE FILLING (LIGHT) CL. B
3 x Do
6 x Do
3
STONE'FILLING (MEDIUM) CL. 1
4 x Do
8 x Do
4
STONE FILLING (HEAVY) 7 CL. 1'
4 x Do
8 x Do
5
STONE FILLING (HEAVY) CL. 2
5 x Do
10 x Do
6
STONE FILLING (HEAVY) CL. 2
6 x Do
10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS, STILLING
BASIN OR LARGER SIZE STONE).
Fig. 8.06.b.2
Width = 3 Limes pipe dia. (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LININGS AND REVETMENTS
Step 1) Use Figure 8.06.b.3 to determine maximum stone size (e.g. for 12
Fps=20" or 550 lbs.
Step 2) Use figure 8.06.b.4 to -determine acceptable size range for stone
(for 12 FPS it is 125-.500 lbs. for 75% of stone, and the maximum
.
and minimum range in weight should be 25-500 tbs.)
Note: In determining channel velocities for stone linings and revetment, use
the following coefficients of roughness:
Diameter
Mannin's
Mn. thickness
_ (inches)
"n"
of lining
(inches)
T
Fine 3
0.031
9
12
Light 6
0.035
12 -
18
Medium 13
0.040
18
24
Heavy '' 23
0.044
30
36
(Channels)
(Dissapators)
8.06.6 Rev. 12M

STRQUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
Ms, Linda Lewis
NCDENR
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Highway 24 Property (Lot 3 Lowe's Tract)
Stormwater Project No. SW8 010535
Dear Linda,
July 26, 2001
RECEIVED
JUL 2 `7 2001
DWQ
PROD #
This response is for your request of additional information dated July 24,
2001 for the above referenced project and is as follows:
1. The plans and the narrative now reflect the correct manager for
Southstar Holdings, which is Tribek Management, Inc.
2. 1 have revised the original application (enclosed) to include the
additional 772 sf of allowable impervious from my pond design.
3. See revised calculation sheet utilizing the Rv method.
4. See sheet 3 of 4 for the note on the roof drains.
If you have any additional questions or comments please call.
Sincerely,
Ginger Turner
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO NGDENR - DIV. of 1NAT6k OUAIXTY
12 `7 car�a � rug r , Q.. t� ?C-
W U-91067FDQ,_N r 2 g3 4.05
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
IMT u Ign OF u UH1] 1)W0uuLaL
DATE 7 , J D J
JOB N` Q
l
ATTFyNTION L� �( nA �%J 1 S
RE:
k4 ko o1NA 24 P E92
SWE3 oio5s&
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Q V1s (_A L_�—r,J N) OF POUD Q sW(
1 t1
tQ71 -_A_1Jff (TiZvOUK ti QU
�-AAJS
DWQ
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑) For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS_
PROD #
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit
❑ Submit _
❑ Return _
copies for approval
—copies for distribution
corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

! w;

r STROUD ENGINEERING, P.A.
"— Hestron Plaza Two
151 A Hwy. 24 �U
MOREHEAD CITY, NC 28557
V_
[phone] 1
Wt1mf4'
,q4D,r)Ij
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
IMUCTIFIn OIF 4 o b MI n n TTVLM
DATE /P2 0 JOr M 1052 r
ATTENTION '
RE:
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
C:L
P1j ct'il
j
1 I
0
r
IA
41D,w
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at co.

North Carolina '
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
Williams G. Ross, ,lr., Secretary
July 24, 2001
Mr. E. Blanton Hamilton, Jr., Vice President
Tribek Management, Inc., Managing Member for
Southstar Holdings -Morehead City 11, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010535
Highway 24 Property (Lot 3 Lowe's Tract)
Carteret County
Dear Mr. Hamilton:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Highway 24 Property (Lot 3 Lowe's Tract) on May 24, 2001. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
Stormwater review:
There is some conflicting'information regarding which company is the manager for
Southstar Holdings. The application lists Tribek Management, Inc., but the narrative and
plans show Tribek Properties, Inc. Please correct and revise the application. narrative, or
plans.
2. If you want the permit to cover the additional 772 square feet of impervious area used in the
calculations, please report this in the application.
The volume provided, based on use of the Rational Method, is deficient. Please provide a
justification for use of a 0.1 runoff coefficient for the grassed areas. A more conservative
coefficient would be 0.2, which is the reason for the deficient volume I am getting. Use of
the Rv method (which is what the State uses) yields a volume of 7,325 cubic feet (including
the excess 772 ft2) which is less -than the Rational Method. Please either provide a
justification, or use the Rv method.
4. Please note on the plans that all roof drains must be directed such that -they drain into the
. permitted collection system.
For future projects, please report all built -upon areas in square feet on the application.) have
taken the liberty in this case; of adding the square footage used in the calculations to the
application.
127 Cardinal Dr, Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 5(1"/,, recycled/lU%. post -consumer paper

Mr. Hand hon
July 24, 2001
Stormwater Project No. SW8 010535
----------------
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 August 24, 2001, 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 ofa 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,
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINF01010535.TUL
cc: Linda Lewis
Ron Cullipher, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper