SW8020905_CURRENT PERMIT_20031030

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW _8V 05'
DOC TYPE � CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

0� A � q Michael F. Easley, Governor
`a p William G. Ross Jr., Secretary
�Q North Carolina Department of Environment and Natural Resources
�—� Alan W. Klimek, P.E.,Director
O Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 30, 2003
Mr. Steven C. Stanley, Sr. Vice President
Outback Steakhouse, Inc.
2202 N. Westshore Boulevard, 5th Floor
Tampa, FL 33607
Subject: Stormwater Permit No. SW8 020905
Outback Steakhouse Parkway Shopping Center
High Density Project
Carteret County
Dear Mr. Stanley
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Outback Steakhouse Parkway Shopping Center on August 21, 2003.
Staff review of the plants 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 020905 dated October 30, 2003, for the
construction of the subject project.
This permit shall be effective from the date of issuance until October 30, 2013, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an 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 Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sincerely
j Rick Shiver
Water Quality Regional Supervisor
RSS/arl-. S:IWQSISTORMWATIPERMIT1020905.oct03
cc: Robert Chiles, P.E.
Town of Morehead City Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service MA
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENR

State Stormwater Management Systems
Permit No. SW8 020905
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY REDEVELOPMENT
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
Steven C. Stanley, Outback Steakhouse, Inc.
Outback Steakhouse Parkway Shopping Center
Morehead City, Carteret County
FOR THE
construction, operation and maintenance of three bio-retention areas 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 October 30, 2013, and
shall be subject to the following specified conditions`and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. Bio-
retention systems 1, 2 and 3, have been designed to handle, to the maximum
extent practicable, the runoff from 20,460 ft; 1,100 ft and 6,150 ft, respectively, of
redeveloped impervious area.
3. The tract and the individual drainage areas will be limited to the amount of built -
upon area indicated on page 3 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the appropriate permitted stormwater control
system.

State Stormwater Management Systems
Permit No. SW8 020905
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Outback Steakhouse
Parkway Shopping Center
Permit Number:
SW8 020905
Location:
Carteret County
Applicant:
Steven C. Stanley, Sr. Vice President
Mailing Address:
Outback Steakhouse, Inc.
2202 N. Westshore Blvd., 5th Floor
Tampa, FL 33607
Application Dater
August 21, 2003
Receiving Stream/River Basin:
Peltier Creek I White Oak
Stream Index Number:
WOK03 20-36-11
Classification of Water Body:
"SB#"
Bio-Retention Area Number:
AREA 1 AREA 2
AREA 3
2•
Drainage Area, t
20,460 1,100
6,150
Onsite, ft :
20,460 20,460
6,150
Offsite, ft2:
0 0
0
Total Impervious Surfaces, ft2:
20,460 1,100
6,150
Ponding Depth, feet:
6" max. 6" max.
-6" max.
lOTSS removal efficiency:
90% 90%
90%
Bio-Retention Lowest Elevation, FMSL:
17.75 18.2
17.75
Permitted Surface Area, ft2:
1,210 454
1,490
Permitted Storage Volume, W:
100 227
745 -
Number of plantings:
28 11
34
OO A vegetated filter is not required.
3 of 8

State Stormwater Management Systems
Permit No. SW8 020905
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface:
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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 the bio-retention areas.
d. Immediate repair of eroded areas.
e. Maintenance of required landscape plantings and groundcover in
accordance with approved plans and specifications.
f. Debris removal and unclogging of the bio-retention areas.
g. Access to the bio-retention areas 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. 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.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. 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.
8. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
9. This project was a redevelopment project that disturbed more than one acre after
most of the construction was already completed. To the extent practicable, bio-
retention has been provided as the stormwater treatment. The storage volume
provided in the bio-retention areas may not be quite the 1" normally provided.
4 of 8

State Stormwater Management Systems
Permit No. SW8 020905
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted
system.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit.,Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed namelownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
5of8

State Stormwater Management Systems
Permit No. SW8 020905
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division; such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any owner or project name changes,
ownership, and mailing address changes within-30 days.
Permit issued this the 30th day of October, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
.. :

State Stormwater Management Systems
Permit No. SW8 020905
Outback Steakhouse Parkway Shopping Center
Stormwater Permit No. SW8 020905
Carteret County
Designer's Certification
as a duly registered
in the State.of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project, Outback Steakhouse_ Parkway Shopping
Center, for OutbackSteakhouse, Inc., and Steen C. Stanley, Senior Vice
President, hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the project construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and
specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7 of 8

State Stormwater Management Systems _
Permit No. SW8 020905
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. Ail required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Town of Morehead City Building Inspections
il

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORNIWATER MANAGEMENT PE LMIT APPLICATION FORIM
This form may be photocopied for use as an original
I. GENERAL Ili FOP-M�AIION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Outback Steakhouse Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Steven C. Stanley_= Senior Vice President - Director of Construction
r
3. Nfailing Address for person listed in item 2 above:
2202 N. Westshore Blvd. -_5t-h Floor
City: Tamga State: Florida Zip: 33607
Telephone dumber: ( 813 282.1225
'. Project dame (subdivision, iacility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Outback Steakhouse - Morehead City, North Carolina
5. Location of Project (street address):
Arendell Street (US Highway 70)
Cit-f: Morehead City Cccnt'r:
Carteret
6- Cuec`rons to project (from nea-rest major interse,bcn):
1500 feet +/- east of intersection of Arendell Street
with NC Highway 24 at the Parkway Shopping Center.
7. Latitude: 0340 - 4344.51- N
Long tulle: 0760 47' 00.811W or Project
$. Contact person who can answer questions about the project
Name: Robert M. Chiles Telephone Number: { 252 637.4302
H. PER2NM INFORMATION:
I. Spec fy whether project is (chec-'< one): _XNew Renewal Niodification
Form SWU-101 Version .:.99 page 1 of

Z. If this :application is being subrxutted as the result of a renewal or modification to an existing perrrat, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density X Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CA Lk Major Sedimentation/Erosion Control—404/40]. Permit ____NPDFS.Stormwater
Information on required state permits can be obtained by contacdng the Customer Service enter at
1-877-623rb748.
III. PROTECT INFORs14A-nON
3- In the space provided be -]ow, sunui aT p how stormwatex will be teated. Ago attach a detailed native
(one to two paces) des :'rang sto=Water man.aga e_nt for the project .
Bio-retention areas
? Sicrmwater runoff: fror: this projec: c.-zL,-u tc the White Oak Raver basir-
3. Total Proje--- area.- 1.38 acres IF:cjec:3'i"t Uvcr, Az7a-- 'i5 °Q
5. r_Cw =---nv d—...Lna-e axeas `Ces the C:Cjec`_ ':Lava? 1
7. C:Ii lz:P fle iC1lCW4ra T?iCT* a Ci CT eaC= L e=e ? CT? Sri nVC .a.r-SS
rc e,:t, a-ft=1 an 3GG:tcra! 1 er -,v-. o Tr_ r.�...r a a:2a nzw or _n _ e - r
as e__ �. �::� �C._s�Cn iCr C: CL., r.C�_ �e.._.e :C�-.a. 3S ce,C N.
Drama e Area 1 Drama e Area 2
araina e Ame 3 .... j
z,�aiving 6cea= dame
Peltier C r e a :< Peltier {reek
Sa Tit, Sa#
(caitsibutin9) i 20460 1100
Az -ea I 20460 1100
.-Ci.CS2� �'^ice:'IiCL
, Peltier
6150 �
6150
100
100
100
—'e, r:vt s".`.E ._S ate' E sq.ft. y
5
�r.-:ice 3cinQs j 450
0
6150
C.r-:ice Sc=refs f
Cr.-:re ?ar'_cna 19700
Cr.- lie Sicewaiks
310
1100
0
I C t^Ire
!,0
0
0 4
0
0
I iari: 20460
1100
6150
cmrPr; cr,'us arm [s aenr= z Che =cn a :a ucL_:ia:n�, fur .'scr ::m:= X, ;ru' `. � rC=S, 7a; , .. .; z_s,
s�walk5, Vie? zr..=5 :`c.
rcr;a S'n-L-i0l VL_;icn

7. How was the off -site impervious area listed above derived?
rV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
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.
The following covenants are intended to erasure 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 cowered by struc!ures 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 shaII not befilled in, piped, or altered except as necessary to provide driveway crossings.
a_ Built -upon area in exLe55 of the permitted amount requires a state stormwater management permit mcdifcation prior to
construction.
5. All Pe.-rnitted runoff from outparcels ar future development shaII be directed into the permitted stormwater control
system. T'zese connections to the stormwafer control sys&e?n hall he pe �orred in a manner that maintains the
integr by and pe-Torrance of the sustem as permitted.
By your signature below, you certify that the recorded deed resu cticns 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 pe-*ntit supplement form(s) listed below must be submitted for
each B&1P specified for this project. Contact the Stormwater and General Pe*anits Unit at [phone] for the
status and availability of these forms.
Form SvVU-102
Wet Detention Basin Supplement
Form SvVU-103
Infiltration Basin Supplement
Form SvVU-104
Low Density Supplement
Form SV U-105
Curb Outlet Svstem Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground infiltration Trench Supplement
Form StiVU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Suppleuent
Farm SWU-101 Version 3.99 Page 3 of 4

VI. SUBMFTTAL 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 each item.
• 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 S420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and f=
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned propexty/project boundary
- Location map with named streets or NCSR numcers
- 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 sues, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VU. AGF-NT AL7HORIZATION
If you Yxish to designate author_t7r to another individual or firm so that they may provide information on your
behalf, please complete this section.
Design. aced agent (individual or Cirm): Robert M . Chiles P . E . Engineers & Consultants
tilaiiing Address: PO Box 3496
City:
New Bern
?hcne: L 252 ) 637.4702
V11L APPLICkIN' 5 CER=CATION
State: NC Zin:
28564
Fa:,: ( 252 ) 637.3100
1, (print or type name of person listed in Gene -al Inrarmaran, item 2) SWye`N C S?7 -.VLl'
ce-�/ that the information included on this pe--ztit acolicaticri tcr=i s, to the best of my lmowiedge, correct and
that the project will be consu acted in conformance with the apuroved plans, that the required dew rest ctions
and protective cove.-Lane recorded, and that the proposed project complies with tine requirements of 15A
NCAC ZH .1CC0. / \
Signature:
Date: 11L -10 z-
Form SWU-101 Version 3.99 Pace 4 of 4

b. MAINTENANCE
The Owner shall be responsible for the perpetual care of the entire stormwater system. :
i. CONSTRUCTION PHASE:
The Owner shall ensure that all sedimentation and erosion control devices are checked for stability and proper operation
not less than once revery week during construction, and following every runoff -producing rainfall. All repairs shall be made
immediately and shall be in accordance with the approved Sedimentation and Erosion Control plan.
The bio-retention area inspection shall include the following:
• Check the embankments, spillways, and outlets for erosion damage, (i.e., loss ofvegetative cover, piping, sloughing,
settlement)
• Check the overflow weirs/risers, outlet orifices and their respective screens for clogs and/or debris.
• Check the surrounding areas for trash and other debris.
Any damages discovered during the inspection shall be repaired immediately. Re-sod/re-vegetate any bare areas
surrounding the bio-retention area as needed to maintain full vegetative coverage.
Curb openings and all piping shall be inspected for trash, debris and damage. They shall be cleaned and repaired as
necessary to maintain proper working order.
At the close of the construction phase of the project, the bio-retention area shall be cleaned of sediment and otherwise
restored to the design grades. All regrading or repairing of the side slopes shall include re -sodding, trimming and/or
mowing. Any other necessary repairs shall be performed prior to close-out of the construction phase.
ii... MAEWMNANCE REQUIREMENTS:
The Owner shall maintain a file copy of the approved plans and specifications for a minimum period of five (S) years
following the date of the completion of construction, or as required by the permit.
The Owner shall properly maintain and operate, or provide for the maintenance and operation, of the stormwater collection
and management system /bio-retention area components at all times to assure the optimum working order, performance
and efficiency of the system. Table 4.7, Example Maintenance Schedule for Bioretention Areas, of the NCDENR
Stormwater BMl' manual is included for reference. If there is a failure of this system to perform satisfactorily, including
the creation of nuisance conditions, the Owner shall take corrective actions immediately, including those as may be required
by the Division of Water Quality, such as the construction of additional or replacement stormwater management system.
The Owner shall maintain records of maintenance activities that shall be made available, upon request, to authorized
personnel of the Division of Water Quality. These records shall indicate the date, activity, the name of the person
performing the work and what actions were taken.
ROUTINE MAINTENANCE:
Mowinu.
The side -slopes, embankments, buffer areas, and the bio-retention areas shall be mowed as required to maintain a
maximum height of six inches during the main growing season and at least two other times during the year to prevent
woody growth and to control weeds.
Inspections.
The Owner shall inspect the stormwater bio-retention areas after every significant runoff -producing rainfall event and at
least;
Monthly for (but not limited to) the following: sediment accumulation; trash accumulation; embankment or side
slopes stability, erosion, subsidence, cracking, bare areas and tree growth, obstructions/clogging of the roof drain
outlet pipe. .
Quarterly in addition to the monthly requirements: for the condition of all curb outlets.
Semi-annually in addition to the quarterly requirements: to ensure that the bio-retention areas operate in the manner
originally intended: to determine the rate of sediment accumulation; the condition of the trees and adjacent planting
buffers; for any modifications which have occurred to the contributing watershed that will increase the amount of
runoff directed to the bio-retention areas.
Inspections shall be carried out with "Approved" plans. Additional inspections shall be conducted during wet weather,
or times of extreme weather to determine if the system is functioning properly.
Sediment Removal.
The sediment removal/clean out cycle for the stormwater bio-retention areas shall be performed;

The Owner shall ensure that removed sediment is disposed of in an appropriate manner and that it is handled in a manner
that will not adversely impact water quality (i.e., stockpiling near a wet detention basin, discharging into or near a stream,
wetlands, etc.) and in accordance with all local, state, and federal regulations.
Debris pnd Litter Removal.
Debris and litter removal from the surface of the bio-retention areas shall be included as a part of the periodic mowing
operation. Particular attention shall be paid to any floating debris around the outlet pipe that may cause
clogging/obstructions. Any trash found within the area of the curb outlets, piping, and the bio-retention areas shall be
removed and disposed of according to local, state, and federal regulations.
Erosion Control.
Corrective measures and repairs shall be done immediately to the bio-retention areas side slopes and embankments where
settlement, sloughing, and erosion have occurred. Re -sod as necessary to maintain good vegetative cover. All repairs
shall be done in accordance with the approved sedimentation and erosion control plan.
NON-ROUHNE MAINTENANCE'
Ememencv Draining/Maintenance.
The Owner shall have a pump(s) available that is (are) capable of draining the bio-retention area for maintenance activities
or emergency situations. If the area must be drained for an emergency or to perform maintenance, then the flushing of
sediment through the outlet shall be minimized to the maximum extent practical.
Structure Repairs and Replacement.
The Owner shall replace all deteriorated inlet/outlet works when deterioration from use or age causes them to fail and/or
function improperly.
iii. CERTIFICATION COMPLIANCE:
Upon completion of construction and prior to operation of this Stormwater Management System, the design Engineer shall
submit to the Division of Water Quality a certification stating that the permitted facility has been installed in accordance
with the approved plans, specifications, and any additional supporting documentation.
iv. MAINTENANCE COST:
The Owner shall be responsible for all costs associated with the maintenance (routine or otherwise) and operation of the
stormwater retention pondJwet detention basin system.
v. RESPONSIBLE PARTY:
I acknowledge and agree by my signature below that OUTBACK STEAKHOUSE, INC. is responsible far all maintenance
procedures listed above, and all incurred costs of construction and annual maintenance. I agree to notify NCDENR,
Division of Water Quality of any problems with the system or prior to any changes that will require a modification to the
permit.
Name of Owner/Responsible Party: OUTBACK STEAKHOUSE, INC.
Address: 2202 N. WESTSHORE BLVD. 5'h Floor
Tampa ,FI 33607
Phone Number: [phone]
Name & Title: STEVEN C. STANLEY
Senior Vice President -Director of Construction
Outback St o e, Inc.
Signature: a� Q!_1 —
Date: It �: S10Z .

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that s4twei" C • S &4` ey personally appeared before me
this _ �J day of _ NOy+2 mr , 20PZ and
acknowledged the due execution of the foregoing wet detention
basin/stormwater system maintenance requirements. Witness my hand and
official seal.
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Shannon C. Falcone
Notary Public Commission # nD128499
Expires June 24, M
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My commission expires: 6 "a -i9b ��t, Atlantic Bonding Co., Inc.

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APPROVED
LEGEND ITORTH CARD NENVIRONMENTAL I RECEIVED
MANAGEMEENTT COMMISSION
1 2 3 DIVISION OF WATER QUALITY
i BIORETENTION AREA -b-DY-(- ZCx)3
' CORRESPONDING DRAINAGE AREA npQ�N�GC� As/r,� JUN 12 2003
—� FLOW DIRECTION INDICATOR
INDICATED DIMENSIONS ARE APPROXIMATE AND PRESENTED FOR REFERENCE.
NUMBERS WITHIN HATCHED AREAS INDICATE APPROXIMATE SQUARE FOOTAGE OF AREA.
REVISED TO INCLUDE ADDITIONAL DIMENSIONS PER NCDENR REQUEST. MLR 6--2-03
OUTBACK STEAKHOUSE, INC.
DRAINAGE AREAS
OFSHBR
MOREHEAD CITY RESTAURANT SITE
DWQ
PROJ #
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DATE, '_
MAR. _12. 2003_
ROBERT
M. CHILES, P.E.
JOB N0,
____?002023
ENGINEERS
AND CONSULTANTS
SCALE,
_____ 1- a 40'
NEW BERN, NORTH CAROLINA

't
ROBERT M. CHILES, P.E.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
TELEP HONE#: 252-637-4702
FAX #: [phone]
offir,[e-mail]
TO: NCDENR, DWQ
Wilminqton Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
- vi
JUN I g 2004
DATE:
ATTN:
JOB NO:
REF:
LETTER OF TRANSMITTAL
June 15, 2004
Ms. Linda Lewis
2002023
Outback Steakhouse, Morehead
We transmit: (x) herewith
( ) under separate cover
O as requested
( ) via
for your: () signature
( ) information (} approval
O distribution
(x) records
(x) use
O review and comments
the following: O prints
O mylar
O copy of letter
O plans
{) specifications
(x) other:
REMARKS:
Ms. Lewis,
Enclosed is a completed copy of the NCDENR Designer's Certification and Certification Requirements
checklist for NCDENR stormwater permit number SW8 020905, issued for the Outback Steakhouse
located in Parkway Shopping Center, Morehead City, North Carolina.
Thanking you for your assistance in this matter, we remain,
Very truly yours,
Michael L. Rice, P.E.
ROBERT M. CHILES, P.E.
COPY TO:
Mr. Steven C. Stanley, Sr. Vice President,
Outback Steakhouse, Inc., with enclosures.
2

'.
State Stormwater Management Systems
Permit No. SW8 020905
Outback Steakhouse Parkway Shopping Center
Stormwater Permit No. SW8 020905
Carteret County
Designer's Certification
M. as a duly registered ?kOFIes'—NA-
in the State of North Carolina, having been authorized to observe eriodicall
feHAtinw) the construction of the project, Outback Steakhouse Parkway Shopping
Center, for Outback Steakhouse, Inc., and Steven C. Stanley, Senior Vice
President, 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:
,,%tS EAL-Rq`"/,"
Signature
o
Registration Number !j 3 Ca
u °
4 5365
° m
5365 °
3 6 5
Date
e
�Pjhrrrn►►�t�
7of8

State Stormwater Management Systems
Permit No. SW8 020905
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
l1jV 7. Trash rack is provided on the outlet/bypass structure.
�8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
�13. All required design depths are provided.
�14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Town of Morehead City Building Inspections