SW8001125_CURRENT PERMIT_20010216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW SrU0�g�
DOC TYPE
r7-9 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

4 Noah Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
]Michael F. Easley, Governor
William G. Ross, Jr., Secretary
February 16, 2001
Mr. E. Blanton Hamilton, Jr., Vice President
Tribek Management, Inc., Manager
Carteret Commons, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
Subject: Permit No. SW8 001125
Pier 1 Imports
High Density Stormwater Project
Carteret County'
Dear Mr. Hamilton:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Pier 1
Imports on January 24, 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. SW8 001125 dated February 16, 2001, for the construction of Pier I Imports.
]'his permit shall be effective from the date of issuance until February 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 pernut. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
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 2761 1-7447. 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
RSS/arl: S:1WQSISTORMWAWERMI]1001125
cc: Bill Forman, P.E.
Morehead City Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Ur. EXt., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer ] 50'4 recycled110%, post -consumer paper

I
State Stormwater Management Systems
Permit No. S W8 001 125
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
Carteret Commons, LLC
Pier 1 Imports
Carteret County
FOR THE
construction, operation and maintenance of wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until February 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 beer' approved for the management of stormwater runoff as described on pale
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from- -
60,840 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 onsite and offsite built -upon area permitted with this project must be directed into the
permitted stormwater control system.
6. All design elements of the system must meet those outlined in NCAC 2H.1000.
2

I
State Stormwater Management Systems
Permit No. SW8 001 125
DIVISION OF WATER QUALITY
PRO,IECT DESIGN DATA SHEET
11'ro.iect Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream/Index 4:
Classification of Water Body:
If Class SA, chloride sampling results
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft':
Offsite Area entering Pond, ft':
Required Surface Area, ft'-.
Provided Surface Area, ft'-:
Required Storage Volume, ft':
Provided Storage Volume; ft':
Temporary Storagd'Eldvation, FMSL:
Controlling Orifice:
Draw Down Time:
Pier 1 Imports
SW8 001125
Carteret County
Mr. E. Blanton Hamilton, Jr., Vice President
Tribek Management, Inc., Manager
Carteret Commons, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
.January 24, 2001
UT Newport River / WHO 21-1
licit
n/a
5
16
1.67
60,840
none, per Engineer
4,358
4,887
4,866
6,338
17.16
I (� pipe
3 days
3

State Stornwater Management Systems
Permit No. SWS 001 125
IE. SCHE?DULL 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 ofthe 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
ofDWQ. 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.
A modification must be permitted prior to any construction. The following items will require a modif ication
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.
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 flan 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.
M

State Storm.vater Management Systems
Permit No. SW8 001 125
IL 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.
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.
Ill. 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 bie approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have _jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems.
The permittee grants DENR'Staff permission to enter the property during normal business hours for the
purpose of inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
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 February, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.1
Kerr T. Stevens, Director
JR" 7 Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 001125

State Stormwater Management Systems
Permit No. SW$ 001 125
Pier 1 Imports
Storm water Permit No. SWS 001 125
Carteret County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
`or (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
G2l

State Stormwater Management Systems
Permit No. S v\18 001 125
Certification Requirements:
1. 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. "]'he 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.
9. 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.
l l . 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: NCD1✓NR-DWQ Regional Office
Morehead City Building, Inspections
7

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Date Received
Fee Paid
Permit Number
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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):
Carteret Commons, L.L.C. - Yr,�r� ¢ed bar. Trihek MArtaae,+�en1', Z he .
.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
E. Blanton Hamilton, Jr. Pre iaP_A� f r- 1 e_ a,na a C.
3. Mailing Address for person listed in item 2 above:
200 Providence Road - Suite 106
City: Charlotte State: N.C. Zip: 28207
Telephone Number: (704 _ ] 333-8484 _
4. Project. Name (subdivision; facility; or establishment name.- should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Pier 1 Imports Commercial Site
5. Location of Project (street address):
4426 U.S. Hwy. 70
City: Morehea_dClty_ _ County: Carteret
6. Directions to project (from nearest major intersection):
from intersection of US Hwy. 70 and NC Hwy..24, take US Hwy. 70 west approx. 0.94
miles, site is on right at corner of US Hwy. 70 and Harris St.(SR 1237)
7. Latitude: N 34044' 22" Longitude: W 76048' 39" ti of project
8. Contact person who can answer questions about the project: _
Name: E. Blanton Hamilton, Jr. Telephone Number: (704 ] 333-8484
II. PERMIT INFORMATION:
1. Specify whether project is (check one): x New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the.,
existing permit number -. n/a and its issue date (if known)
3. Specify the type of project (check one):.
Low Density x High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks): -
CAMA Major x Sedimentation%Erosion'Contr`ol " '=40440i Permit - ` NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer SeMce'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.
wetrdetention Pond
2. Stormwater runoff from this project drains to the
White
Oak
River basin.
3. Total Project Area: 1.858 acres
4.
Project Built Upon Area:
75.2 %
5. How many drainage areas does the project have? ' I
6. Complete the following -information for.each drainage area. -If there are more. than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basui lrifoxri itton§ Drauiage Area 1 A ". `Dr
�^ri .w �'�ri •: ^ � „t A , „& � t sa. �- .xY•.�,xi v�i,�„3w*. �i�i',ye�
Receiving Stream Name
un—named to New ort River
Receiving Stream Class
G -S-&
Drainage Area
1.669 AC
Existing Impervious* Area
n/a
Proposed Im ervious*Area
1.397 AC
% Impervious * Area (total)
83,71
€. ervious Surface Areas
,. g Aea 1 _�
Drama eAaea2
. g4 ,
On -site Buildings
15460 SF
On -site Streets
On -site Parking L
7
On -site Sidewalks
1660 SF
Other on -site
n/a
Off -site
, .
n/a`
Total: 60840 SF
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-10I Version 3.99 Page 2 of 4

a
t
How was the off -site impervious area listed above derived?_
n/a
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective,covenants are required to be recorded for all .
subdivisions, outparcels and future developmeiit`pnor 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 fiIIed 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.
r
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 Outlet System 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 Piactice 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 listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to eachjitern _+;, ., . 1 ; r <1' `� d
Original and one copy of the Stormwater Management Permit,Application Form
• One copy of the applicable Supplemerit 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
-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): Stroud Engineering, P.A.
Mailing Address: 151-A N.C. Hwy. 24 _
City: Morehead City State: N.C. Zip: 28557
Phone: ( 252 } 247-7479 Fax: { 252 ) 247-4098
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) E' Blanton Hamilton, Jr.
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. �� 0
Signature- L1r
. _ . ..... _._._._...Date:
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
i (to be provided by DWQ)
_ State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPL,ICATIONTORM- � r s'
-- WET DETENTION,BASIN SUPPLEMENT
This form may be photocopied far use as an original .. '
DWQ_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: Pier 1
Imports Commercial Slte
Contact Person: E. Blanton
Hamilton,
Jr.
Phone Number: (704 ) 333-8484
For projects with multiple basins, specify which basin this worksheet applies to: n/a T
elevations
Basin Bottom Elevation
11.0
ft.
(floor of the'basin) •
Permanent Pool Elevation
16.0
ft.
(elevation of the orifice)
Temporary Pool Elevation
17.16
ft.
(elevation of the discharge structure-overfloiv)
areas
Permanent Pool Surface Area
4887
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
1.669
ac.
(on -site and off -site drainage to the basin)
Impervious Area
1.397
ac.
(on -site and off site drainage to the basin)
volumes
Permanent Pool Volume
12313
a 5 defy aeat I� Dint G
cu'. ft;-(combined volume of main basin and forebay)
Temporary Pool Volume
6338
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
2598 '
cu. 'ft.
' (dpproximately'20% of total volume)
Other parameters
SAIDAI
6.1
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
1
in.
(2 to 5 day temporary pool draw -down required) .,
Design Rainfall
1
in.
Design TSS Removal 2
90
%
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:-
;t .
t When using the Division SA/DA tables, the correct SA/DA 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 ,may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS, removal.
f-., .� ^r•.pyt ^r. ,f•-tt. 1 r r.-r- 4 1 .t. r ._.
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 Initiials
a.
b.
C.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations) -" - . .- -`---- ,. _ , . . 1. ..�
' f. , The basin length to width ratio is greater than.3:1._...
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.
�1lft K. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
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.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
���,, p L� ill jib �J✓Cp/c /i � � �
Ill. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is -defined as,the wet detention -basin,,pretreatment incl_uding,forebays and the
vegetated filter if one is provided. `
7!; ; :l:';r "i •. i1 .�t i ,. ):717.
This system (check one) .0 does,, doesmot -incorporate a vegetated filter at the outlet.
This system (check one) 0 does pCdoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After evey significant runoff producing rainfall event and at least monthly::
a. Inspect the wet detention basin system foT sediment accumulation, 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.
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. 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.). . _..........
a f'
The measuring device used to determine.the• sediment elevationt'shall be such.that it will give an accurate
depth reading and not readily penetrate into accumulated sediments:
When the permanent pool depth reads IS feet in the main pond, the,sedirrient shall be removed. ^.
When the permanent pool depth reads- 25 feet in the forebay, the sediment shall be removed. -
BASIN DIAGRAM
(fill in the blanks) • -
r L
Permanent Pool Elevation W.
Sediment R\Ele
al El. L3.15 75
------------- -- Sediment Removal Elevation L Z. ZS 75%
Bottomanon% --------------------------------------------- -------
Bottom Elevation �� 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow4long the''vegetated'shelf and forebda b6rm:
b. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergencytdraim shall' be'inin'imized' to tHe' maximum extent `practical.' �
Form S W U-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures Iisted 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. Blanton Hamilton, Jr.
Title: V i..ee.. Pres'dew,-,
Address:' 200 Providence"Road - Suite'-106, Charlotte, N.C.- 28207
Phone:_ _ . 704-333-8484 -
Signature:
Date:_ z4za/ 2�
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, X , a Notary Public for the State of 1�
County of k-GP. ah, do hereby certify that B �n �14h
personallyappeared before tis day of and acknowledge the due
execution of the forgoing wet -detention -basin- maintenance- requirements. Witness my -hand and official seal,
SEAL
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My commission expires i
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Form SWU-l02 Rev 3.44 Page 4 of 4

i { 2092
STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
161-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
October 30, 2002
Mr. Rick Shiver
NCDFNR — Wilmington Regional Office
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pier 1 Imports
High Density Stormwater Project
Carteret County
SW8 001125
Owner: Mr. E. Blanton Hamilton, Jr., Vice President
Tribek Management, Inc., Manager
Carteret Commons, LLC
200 Providence Road, Suite 106
Charlotte, NC 28207
Dear Mr. Shiver,
Please find enclosed the Engineer's Certification and Requirements Checklist for
the referenced project. This project's stormwater facilities have been installed in
accordance with the approved plans and specifications.
Sincerely,
CI-2(Z d::It
D. Cullipher, P.E.
,%%"Ish110fioy"a�,
4�%% PT H CAR �.•
sY ES&2
• �•Q� 02 y
SEAL
(� 3 ` pl 13343
Q/N ES
�t
lot' C
Cc: Mr. F. Blanton Hamilton, Jr., Tribek Management, Inc.
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]

State Stormwater Management Systems
Permit No. SW$ 001 125
I'ier 1 Imports . .
Stormwater Permit No. SWS 001125
• Carteret County
Designer's Certification
1, i 1 t J, as a duly registered EAJ& t & EF in
the State of No th Carolina, having been buthorized to observe eriodica weekly/full time) the construction of
the project,
---------
PIE '. Im PO R TS _ _ (Project)
for F, 81A N I J 6,601 I Tew (Project Owner) hereby state that, to the best of nay 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;
Signatur
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Registration Number 13343
Date
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3343
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State Stormwater Management Systems
Permit No. SWS 001 125
Certification Requirements:
The drainage area to the system contains approximately the permitted acreage.
_RC_2. The drainage area to the system contains.no more than the permitted amount of built -upon area.
pG 3. All the built -upon area associated with the project is graded such that the runoffdrains to the system.
RDL 4. The outlet/bypass structure elevations are per the approved plan.
AD 5. The outlet structure is located per the approved plans.
JJ�C_6. Trash rack is provided on the outlet/bypass structure.
9&,7. All slopes are grassed with permanent vegetation.
P, N_ 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.
RC. 10. The permitted amounts of surface area and/or volume have been provided.
9DC-_I 1. Required drawdown devices are correctly sized per the approved plans.
• JKDL12. All required design depths are provided.
_RD�_13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
J }D{ 14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDFNR-DWQ Regional Office
Morehead City Building Inspections
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