SW8990902_Current Permit_20090923

47
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 23, 2009
Ms. Gloria Bohan
Jax Rex, LLC &Omega World Travel
3102 Omega Office Park
Fairfax, VA 22031-2400
Subject: State Stormwater Management Permit No. SW8 990902 Renewal
Omega World Travel
High Density Commercial Project
Onslow County
Dear Ms. Bohan:
The Wilmington Regional Office received a complete Stormwater Management Permit Renewal
Application for Omega World Travel on September 21, 2009. Therefore permit SW8 990902 has
been renewed on September 23, 2009, and shall be effective until December 8, 2019. The
plans previously approved on December 8, 1999, in accordance with the regulations set forth in
Title 15A NCAC 2H.1000 effective September 1, 1995, remain in full force and effect.
The re -issuance of this stormwater permit does not imply that the site is currently in compliance
with the terms and conditions of this state stormwater permit.
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
David Cox, or me at [phone].
Sincerely,
Georgette cott
Stormwater Supervisor
Division of Water Quality
GDS/dwc:
S:\WQS\STORMWATER\PERMIT\990902ren.sep09
cc: David Cox
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] \ FAX: [phone] \ Customer Service: 1-877-623-6748 NQfflhC''arolffia
Internet: www.ncwaterquality.org ;Vatmwlff
An Equal Opportunity \ Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 990902ren.sep09
`STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Gloria Bohan & Jax Rex, LLC & Omega World Travel
Omega World Travel
325 White St. Jacksonville, Onslow County
FOR THE
operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until December 9, 2009, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 154,233 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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(s) of this
project must be directed into the permitted stormwater control system.
5. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 990902ren.sep09
a. Drainage Area, 9.cres: 4.38
Onsite, ft : 190,799
Offs ite, ft2: N/A
b. Total Impervious Surfaces, ft2: 154,233
C. Design Storm, inches: 1"
d. Pond Design Depth, feet: 5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSI�: 32
g. Permanent Pool Surface Ares, ft : 11,040
h. Permitted Storage Volume, ft : 38,OOOattemporarypoolel
i. Temporary Storage Elevation, FMSL: 33.2
j. Controlling Orifice: 1 "" 0 pipe
k. Permitted Forebay Volume, ft3: 7,000
I. Fountain Horsepower, HP 1/8
M. Receiving Stream/River Basin: Scales Creek / White Oak
n. Stream Index Number: 19-16-4
o. Classification of Water Body: "SC HQW NSW"
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 time 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 re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 990902ren.sep09
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times. At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
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 completed Name/Ownership Change Form signed by both parties, to
the Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on
its merits and may or may not be approved.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 990902ren.sep09
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. 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.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. 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 "e required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
11. The permittee shall submit a permit renewal request at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 23rd day of September, 2009.
NOR T H CAROLINA ENVIRONMENT AL MANAGEMENT COMMISSION
zAaC4� I A�\ V
for oleej% H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

JOHN L. PIERCE & ASSOCIATES, P.A.
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment
and Natural Resources
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
3 0 2,o6j
"""'°'°" ` "-" tdttervf ttaiTSmittal
Way 25, 2001 JOB No.
A=IE MON
Ms. Linda Lewis
RE
Ome a World Travel
Permit No. SW8 990902
Under separate cover via
Plans ❑ Samples
COPIES DATE NUMBER DESCRIPTION
1 "Engineer's Certification"
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
the following items:
❑ Specifications
REMARKS Should you need any additional
information, please advise.

State Stormwater Management Systems
Permit No. SW8 990902
mega World Travel
Storrwater Permit No. SW8 990902
Onslow County -
Designer's Certification
I, David as a duly registered inapp in
the State of North Carolina, having been authorized to observe eriodic /wee ly/full time) the construction of
the project,
Omega World Travel (Project)
for Jax Rex, LLC & Omega Ior 1 d Trave 1 (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 Z A /4t IE)
Date.,
SEAL
0

State Stormwater Management Systems
Permit No. SW8 990902
Certification Requirements:
QW .
The drainage area to the system contains approximately the permitted acreage.
4L4dG•
The drainage area to the system contains no more than the permitted amount of built -upon area.
Z;J�to .
All the built -upon area associated with the project is graded such that the runoff drains to the system.
.
The outlet/bypass structure elevations are per the approved plan.
I —lax
The outlet structure is located per the approved plans.
—6.
Trash rack is provided on the outlet/bypass structure.6j1&&e-. P" plcrk7)
CW.
All slopes are grassed with permanent vegetation.
t� &AA.
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.
L-W O.
The permitted amounts of surface area and/or volume have been provided.
/�.
Required drawdown devices are correctly sized per the approved plans.
-]_�2.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Corann Harper, Onslow County. Building Inspector
7

DWQ USE ONLY'
Date Received
Fee Paid
Permit Number
_. D 2
Sd ao If, ! '
S
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT RENEWAL APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Stormwater Management Permit Number: SW 8990902
2. Permit Holder's name (specify the name of the corporation, individual, etc.):
Tax Rex, LLC &Omega World Travel Gloria Bohan
3. Print Owner/Signing Official's name and title (person legally responsible for permit):
Gloria Bohan
4. Mailing Address for person listed in item 2 above:
3102 Omega Office Park
City:Fairfax State:VA Zip:22031-2400
Phone: M0 455-9898 Ext 2199 ) Fax: (210 ) 455-5189
Email:bgarrett®owt.net
5. Project Name: Omega World Travel
6. Location of Project (street address):
325 White St
City: Tacksonville N.C. County:Onslow Zip.28546
7. Directions to project (from nearest major intersection):
Heading -South on Western Blvd just past Onslow Memorial Hospital turn right on White Street. Go 112 mule
to site ( E. side of street)
U. PERMIT INFORMATION:
1. Specify the type of stormwater treatment: []Constructed Wetland ❑Bioretention NWet Detention Basin
❑Dry Detention Basin ❑Infiltration Basin []Infiltration Trench ❑Sand Filter ❑Other:
2. List any changes from project that was originally approved (attach additional pages if needed):
SSr 2 12009
Form SWU-102 (Renewal Form) Version 02.16.09 Page 1 of 3 $Y:

3. Do you have a copy of the original Operation and Maintenance Agreement? (check one)
®Yes (If yes, submit the attached (page 3) Operations and Maintenance verification sheet.)
[:]No (If no, then submit a new Operations and Maintenance Agreement that can be located on the
Division of Water Quality Home Page under the BMP Manual link: X (; i -hQ--,
httpJ/h2o.enr state.nc.ustsu/bmp_forms.hbn) cc+ua
t; on o � d
III. SUBMITTAL REQUIREMENTS -�.c;Cv1 �Ct®A — ���
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 Office. (Appropriate office may be found by locating project on the
interactive online map at ho://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
■ Original & 1 copy of the Stormwater Management Permit Renewal Application Form//'
Application fee of $505.00 (made payable to NCDENR)
• Operation & Maintenance Verification or a new O&M Agreement
■ SWU-101 Application Form (if requesting a modification to the permit)
■ Transfer of Ownership/Name Change Form (if requesting transfer of ownership)
VL APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 3)
certify that the information included on this permit renewal application is, to the best of my knowledge, correct
and complete.
Form SWU-102 (Renewal Form) Version 02.16.09 Page 2 of 3

oft01 MOW
Date Received
Fee Paid
Permit Number
-f-ar
yv
90 2
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):
Jax Rez LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Katie Pomp Regional Operations Manager
3. Mailing Address for person listed in item 2 above:
1227 Hargett Street
City. Jacksonville State: NC Zip: 28540
Telephone Number: ( 910 4 5 5- 9 8 9 8
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Omega World Travel
5. Location of Project (street address):
325 White Street
City: Jacksonville
County: Ons low
6. Directions to project (from nearest major intersection):
Heading South on Western Blvd just past Onslow Memorial Hospital
turn right on White Street. Go approx 1/2 mile to site (E.side of street
7. Latitude: 340 4 5' 0 8" Longitude: 77 0 231 . 0 2" of project
8. Contact person who can answer questions about the project:
Name: Thomas D. Reilly Telephone Number: ( 516 ) 7 2 4 - 7 8 8 8
IL PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4
J

M.
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 J 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 Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer 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 .
Collected in catch basins and piped underground to wet retention
pond designed for 85% TSS removal utilizing a vegetative filter.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 7.24 acres
White Oak
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 60 %
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.
Amin kfenrAhm
DrainspAnal
a
Receiving Stream Name
Scales Creek
Receiving Stream Class
Drainage Area
187,469
Existing Impervious* Area
29,880
Proposed hn ervious*Area
154,233
% Impervious* Area (total)
82.3
. AM
Drairur Z
On -site Buildings
29,880
On -site Streets
On -site Parking
122,053
On -site Sidewalks
2300
Other on -site
Off -site
Total: 154,233
1 Total:
*,Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
side w" alks, gravel: ells, etc. .
Form SAM-101 Version 3.99 Page 2 of 4

7. 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 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. AlI permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shaII 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 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 Practice Supplement
'- `-
NOV-1 5W.
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 each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form '.�' A
• One copy of the applicable Supplement Form(s) for each BMP A
■ Permit application processing fee of $420 (payable to NCDENR) . IP
• Detailed narrative description of stormwater treatment/management 2 D. /ice.
• Two copies of plans and specifications, including: 1_01F
- 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):
Mailing
City:_
4 Bezel Lane
Smithtown
Phone: ( 516 ) 724-7888
VIII. APPLICANT'S CERTIFICATION
Thomas D. Reilly
State: NY Zip: 11787
Fax: ( 516 l 724-5740
I, (print or type name of person listed in General Information, item 2) Katie Pomp ,
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: Date:
d
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. <./.2g95�696 z
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for 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: Omega World Travel
Contact Person: Thomas D . Reilly Phone Number: ( 516) 724-7888
For projects with multiple basins, specify which basin this worksheet applies to: N / A
elevations
Basin Bottom Elevation
27.0
ft.
( floor of the basin)
Permanent Pool Elevation
3 2.0
ft.
(elevation of the orifice)
Temporary Pool Elevation
3 3.2,
ft.
(elevation of the discharge structure overflow)
qq
areas i I, n44 0, or ���
Permanent Pool Surface Area �5'0- sq. ft. (water surface area at the orifice elevation)
Drainage Area 4.38 ac. (on -site and off -site drainage to the basin)
Impervious Area 3.54 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
jbiUJ -- -
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
14 j 3 3-2
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
7000
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DA1 5 R• 7-bL (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.5 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 11 in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SW-102 Rev 3.99 Page 1 of 4

Footnotes:
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.
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.
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 net, attach justification.
Applicants Initials
of a.
b.
C.
�d IK d.
�%. /, ' e.
"A
�d
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.
The temporary pool draws down in 2 to 5 days.
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.
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.
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.
W,A 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)
V does
0 does not
incorporate a vegetated filter at the outlet.
This system (check one)
0 does
10 does 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 every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for 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.
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 into accumulated sediments.
When the permanent pool depth reads 3, 75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3. 75 feet in the forebay, the sediment,§hall be removed.
BASIN DIAGRAM
(flit in the blanks) ,
Permanent Pool Elevation
Sediment Re oval El.28. 26 75
-------------- Sediment Removal Elevation 28. 0-5- 75%
Bottom Ele gtion 2 7, b ' ` %----------- ----
--------------------------------
FOREBAY
Bottom Elevation 27• 0 25%
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. 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-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 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:
Katie Pomp (Jax Rex LLC)
Title: Regional Operations Manager
Address: 1227 Hargett Street, Jacksonville, NC
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, Jln TUYD) PY , a Notary Public for the State of
County of O D Z A) , do hereby certify that r)17 T C /%�
personally appeared before me this _ day of ZIV64.57' , "' ; , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
mrswairm
oe
� ° r
o �IQTARp
®,m o
o °
PUBLIC
OJL
lfl f
SEAL'
My commission expires
1 �►
IJ �
NOV l
T -MMA►S D. RElLIX, F E.
Form SWU-102 Rev 3.99 Page 4 of 4

OMEGA WORLD TRAVEL
325 White Street
.Iacksonviile, North Carolina
WET RETENTION POND
OPERATION & MAINTENANCE PLAN
1. The retention pond shall be inspected weekly for any visual damage or disturbance to
the original contours, and aquatic vegetation; weekly inspections of inlet and outlets
for accumulation of trash & debris.
2. The 10' wide perimeter area shall be mowed weekly and inspected for needed re -
seeding and fertilizing.
3. The elevation of the bottom of the pond and forebay shall be checked monthly and
after every major storm; accumulations of silt and other materials in the pond and
forebay shall be removed down to elev. 32.0, when the elevation reaches 33.25; the
base elevation of the pond bottom is elev. 32.0.
4. The party responsible for implementation of these procedures is Katie Pomp, General
Manager of the Facility.
E"FORMWATER
E C E I V E
SEP 011999
D
D E M
PROD #
File: OWTRet.Pond

Operations and Maintenance VerWcation
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed in the original Operations and Maintenance Agreement. I agree to notify
DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print name:
Title:
Address:
Phone:
Signature:
.Date:
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,
1,
County of
a Notary Public for the State of
do hereby certify that
personally appeared before me this clay of , and acknowledge the due
execution of the forgoing stormwater BW maintenance requirements. Witness my hand and official
seal,
Notary Signature:
on ofi
14'Aon c4Jt w1
My commission expires:
Form SWU-102 (Renewal )Form) Version 02.16.09 Page 3 of 3