SW8980232_CURRENT PERMIT_19980930

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW gf"f)
30�
DOC TYPECURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

A� l
1 � L
4 '
State -of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. Shawn Ruben, Vice President, Development
ESA Management, Inc.
961 East Main Street
Spartanburg, SC 29302
Dear Mr. Ruben:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
September 30, 1998
Subject: Permit No. SW8 980232
Extended Stay America Hotel, Jacksonville
High Density Stormwater Project
Onslow County
The Wilmington Regional Office received the Stormwater Management Permit Application for Extended Stay America Hotel,
Jacksonville on February 19, 1998, with final information on September 30, 1998. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Storm water Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 980232 dated September 30, 1998, for the construction of
Extended Stay America Hotel, Jacksonville.
'Phis permit shall be effective from the date of issuance until September 30, 2008, 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 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 (910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1980232.SEP
cc: .lames Freeland, P.E.
Corann Harper, Onslow County Inspections
Tom Anderson, City of Jacksonville Engineering
Linda Lewis
Wilmington Regional Office
Central Files
I27 Cardinal Dr. Ext., Wilmington, Korth Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 980232
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
ESA Management, Inc.
Extended Stay America Hotel, Jacksonville
Onslow Counry
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until September 30, 2008 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 Design Data Sheet. The stormwater control has been designed to handle the runoff from 67,518
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 pern-cit, and per approved plans.
2

State Stormwater Management Systems
Permit No. SW8 980232
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Extended Stay America Hotel, Jacksonville
SW8 980232
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ftl:
Offsite Area entering Pond, ftz:
Required Surface Area, ftz:
Provided Surface Area, ft2:
Required Storage Volume, W:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orrice:
Onslow County
Mr. Shawn Ruben, Vice President, Deveiopment
ESA Management, Inc.
961 East Main Street
Spartanburg, SC 29302
February 19, 1998
Sandy Run Branch
f1Cri
nla
3
42
67,518
None, per Engineer
7,585
15,256
5,724
13,835
42.8
1.5"+ pipe
3

i
State Stormwater Management Systems
Permit No. SW8 980232
II. SCHEDULE OF COMPLIANCE
1. 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 except roads.
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. Tile 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.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the pond.
6. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the
facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and
other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, a certification must be received from an appropriate designer for the system installed certifying
that the permitted facility has been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted on
the Certification.
8. 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.
9. 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.
10. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
11. The runoff from all built -upon area on the project must be directed into the permitted stormwater control system.
12. The permittee will notify the DWQ of any mailing address changes in writing within 30 days of moving. The letter
will list all permit numbers that the address change applies to.
2

State Stormwater Management Systems
Permit No. SW8 9£0232
13. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the pen -nit.
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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied
by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
The issuance of this permit does not preclude the Pennittee 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 for the purpose of inspecting all components of
the permitted stormwater management facility.
The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 30th day of September, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SWS 980232

State Stormwater Management Systems
Permit No. SW8 980232
Extended Stay America Hotel, Jacksonville
Stormwater Permit No. SW8 980232
Onslow County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
no

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Date R4keiv
ee Paid
Fermit Nurnber
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):
2. Print Owner/Signing Official's name and tide (the person who is legally responsible for the facility and
its compliance):'
3. Mailing Address for person fisted in item 2-above:
Ctty� _ 1b' State: ,&:e - Zip: a`{'30 2- — —
Telephone Number:
IL4 --
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
CL7�._ .� - _ -
5. Location of Facility (street address):
aty­
S. Directions to facility (from nearest major intersection):
41C�t
.% fy bn L--6 t3
7. Iatide: - _ �1. 5 _ UnSitude:_D - _ . - of facility
Contact person who can answer questions about the facility:
Na,,_ Pl�`� mil _ _ _ Telephone Number: `59 34
II. PERMIT INFORMATION:
1. Specify whether project is (check one): Y New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number and its issue date (if known) .
Form SWU-101 January 1998
Page 1 of 4

3. . .Specify the type of project (check one):
-Low Density _High Density Redevelop
General Permit Other
4. Additional Project Requirements (check applicable blanks):
LAMA Major Sedimentation/Erosion Control
III. PROJECT INFORMATION
404- Permit
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 .
./'�'i:�f ^`s?;rpS'�� 11'1L• tifi��• i� �.:��
l) 1-0 f oj--r+~r(4 + , `jj 7 �d i-S 1= %.�. �I �i V _ _ c��r\�i 1 �t�.Y� 1'/I I__1-]�ii' " 1 R tom--• �1_
2. Stormwater runoff from this project drains to the C1(pa.) pilfer River basin.
3. Total Project Area: � '�� -acres 4. Project Built Upon Area: �?
5. How many drainage basins does the project have? bnC,
6. Complete the following information for each drainage basin. If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
��:; � F'oSin
ReceivinE Stream Name
`fir c 3n o+ c
ReceivinE Stream Class
SC KS
Drainage Basin Area
Existing Im ervious* Area
r;
Proposed Im ervious" Area
, v . A c. ;
% Impervious* Area (total)
`r}m ENIOLl3rfdEL�
�1 `` � =DrainageBaSn 1.;
DrainageBas 2 h
On -site Buiidin
0. -33
On -site Streets
NIA
On -site Parkin
j 1
On -site Sidewalks
___-),Q3 14
Other on -site
t`)la
Off -site
rVrA
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
! i �
7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and ail
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 January 1998 Page 2 of 4

ATTACHMENT A
1. , Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right -of --way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended' to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be. changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that -short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
S. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated 100 foot Iong grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project
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 Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or
Late Renewal
$225
$385'
$225
$350
ill: $50..:.-. ,.i '.... : . n�5•
Timely Renewal Without
Modification
n/a
$225
n/a
_ n/a W
n/a
Form SWU-101 January 1998 Page 4 of 4

By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the 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.
VI. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this serctitiion:(
Designated agent (individual or firms. ka ,
MailingAddress:. - --
Gty ,Grpo nu t�I�� _. Stater Tip: O�(CL,�
Phone: Fax( Q 33 " 691 S` -
V1I. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• 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, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
Vegetated buffers (where required)
V. APPLICANT'S CERTIFICATION
1, (print or type name of person Iisted in General Information, item 2) z-5 A `s c� v Tt1 C
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the
proposed p com lies with the requirements of 15A NCAC 2H .10M.
Shawn R. Ruben 3
Vice President . Development
Tztie:
Form SWU-101 January 1998 Page 3 of 4

Permit No.0 t-� oa 3a
(to be provided by DRVO
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
DDW Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement.
'I.. PROJECT INFORMATION (please complete the following information):
Project Name:
Contact Person:
121
Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation A(�7 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation �2_ ft. (elevation of the orifice)
Temporary Pool Elevation J-�^S`�4Z• g ft. (elevation of the discharge structure overflow)
Permanent Pool Surface Area ( =—) 2.00
sq. ft. (water surface area at the orifice elevation)
Drainage Area 2, : I .. ac.
Impervious Area ac.
Permanent Pool Volume cu. ft.
Temporary Pool Volume cu. cu. ft.
Forebay Volume �3. -0- cu. ft.
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
SA/DA1 used Wit; 4.72 (surface area to drainage area ratio)
Diameter of Orifice I ,ej _ in.
Design TSS Removal 10% (859cTSS removal required, see item k below)
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, November 1995) 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.
Form SWU-102 January 1998 Page 1 of 2

NCDEHNR W1R0 Fax:[phone] Mar 17 '98 10:51 P.02
Z)TORMWATER
POND MA]YrENM ICE RRQUnua%msTS
�:E C E E V E
Project Name: tb� siov nyylc'o�_` MAR 2 5 199$
Pcrminee: fS A W, raTmnn4, -__z+-
D E IVI
'J J PRpJ #
PhoneNo. -� Address: 1:QS ;S (T- S 3
z92
I. Monthly, or after every runoff producing rainfall event, whichever comes.fust:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear !the orifice of any obstructions. If a pump is: used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DWQ personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash;: and repair eroded areas
before the:next rainfall event.
D. If the pond is operated :with a vegetated filter, the filter will be. checked for sediment
accumulation, trash accumulation,. erosion and proper operation, of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
TI. Quarterly (Four times a year):
A. Inspect the colle4:;fdDn system (ie. catch basins, piping, grassed. swales) for proper
fi nc iordng. Accumulamd trash will .be cleared from basin grates, basin bottoms, and piping
will be checked for obstructions and cleared as required.
B. Pond. Wet pipes will be checked for undercutting. Riprap or other. energy dissipation
;structures will be replaced, and -broken pipes will be repaired.
1H.. Semi-annually (twice a year).
A. Accumulated s.. ent from the bottom of the outlet structure will be removed.
B. :The forebay depth.will be checked at various points. Sediment removal is required when the
Oepth Is reduced to 75 %: of the original forebay design depth of
C. °::Grassed swales, including. the -vegetated filter if applicable, will be, reseeded twice a year as
:necessary.
II ..
1�
u• :I

NCDEHNR WIR0 Fax:[phone] Mar 17 '93 10:52 P.03
POND MAIIJT ENANCE REQ S
PAGE 2
IV. "Annually. (once -a year):
A. T e pond depth will be checked at various points. Sediment removal is required when the
depth. is reduced to- 75 °% of the original design depth or 3' , whichever is .greater. Design
depth is �,ZL ', measured vertically from the orifice down :to the pond's bottom.
�t
a, � Sed mont must be -=moved to at least the original design depth.
V. - General:
A. Mowing of the side slopes will bea6complisbed according to the season. Maximum grass
height will be 6".
B. Cattaiis.are encouraged along the pond.perimeter, however they will- be removed when they
cpver more than 1/2 the surface area of the pond. The best time to cut there is at the end of
the growing season, in November. Environmentally sensitive chemicals for use in killing
cattails can also be -used. Contact your nearest Agricultural Extension Agent,
C. The orificeipump is designed to draw down the pond in 2-5 days. ;If drawdown is not
accomplished in that time,'the orifice will be replaced with a larger or smaller orifice. Slow
drawdown may be attributed to a clogged system. The source of the clogging will be found
and eliminated.
D. All components of the detention pond system will -be kept in good.worlding order. Repair
or replacement components will meet the original design specifications; as per the approved
storniwater-plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:
hereby aclmowledge that I am the financially
(please priru or rypr ymme clearly)
responsible party for -maintenance of this detention pond. I will be responsible for the performance of the
maintenances -as `.outlined above, as part of the Stormwater Management Permit received for this project.
Shawn R. Ruben
President - Development
Date: 3_;?_ `f — ? ?
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