SW7980823_CURRENT PERMIT_20071213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW '7�%V
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEgO�`/,�j
YYYYMMDD

rER
Plymouth Hospitality, LLC
Mr. Vimal Rolappa
719 W. 15'h Street
Washington, NC 27889
Dear Mr. Rolappa:
kL-RO
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 13, 2007
Subject: Permit No. SW7980823 Renewal
Holiday Inn Express -Plymouth
High Density Stormwater Project
Washington County
Alan W. Klimek, P.E. Director
Division of Water Quality
The Washington Regional Office received a completed Stormwater Renewal Application for the subject
project on November 15, 2007. Staff review of the files and an on site inspection has determined that the project will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7980823 dated December 13, 2007 to Holiday Inn Express -Plymouth for a wet detention pond located at 840 US
Hwy 64 West, Plymouth, NC 27962
2
This permit shall be effective from the date of issuance until December 13, 20 nd 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. The issuance of this permit does not resolve any
previous violations of the stormwater rules for construction without a permit.
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, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 Ernest Odei-
Larbi or me at [phone].
_ cer�
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: vVashington Regional Office
Central Files
North Carolina Division of Water Quality Internet: w v.ncwatereualirv.ore One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
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State Stormwater Management Systems,
Permit No. SW7980823
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
Plymouth Hospitality, LLC
Washington County
FOR THE
continued, operation and maintenance of stormwater management systems 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 for a wet detention pond to serve Holiday Inn Express -Plymouth located
at 840 US Hwy 64 West, Plymouth, NC 27962
This permit shall be effective from the date of issuance until December 13, 2017 and shall be subject to the following
specified conditions and limitations:
DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
2 of this permit, the Project Data Sheet.
3. A maximum of 5.52 acres of built upon area is allowed.
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 approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

J
State Stormwater Management Systems
Permit No. SW7980823
DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Holiday Inn Express
Permit Number:
SW7980823
Location:
Washington County
Applicant:
Plymouth Hospitality, LLC
Mailing Address:
719 West 15 th Street .
Washington, NC 27889
Application Date:
11/15/2007
Receiving Stream:
Conaby Creek
Classification of Water Body:
C
Total Site Area:
6.97 ac
Drainage area:
6.97 ac
Total Impervious allowed:
5.52 ac
Wet Pond Depth:
5.52 ft
Required Storage Volume:
19,229 cf (based on 1 inch)
Provided Storage Volume:
34,954 cf
Required Surface Area:
15,788 sf
Provided Surface Area:
16,857 sf
Controlling Orifice:
1.0 inch orifice
3

State Stormwater Management Systems
Permit No. SW7980825
6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
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.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. 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.
SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
a. 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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
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. 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.
Upon completion of construction 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
4

State Stormwater Management Systems
Permit No. SW7980823
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of the
permit.
III. GENERAL CONDITIONS
1. 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-
215.6(a) to 143-215.6(c).
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 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.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the 13 th day of December, 2007.
NOR H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fur Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7980823

Michael F. Easley, Governor
i
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION 0Eft C�1�V�
COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM
PERMIT INFORMATION: NOV 15 2007
Stormwater Management Permit Number:,,,D t )-/ / /0O1J C
Permit Holder's name: Hn I ka4u .Ltot,i F_xoe&-S —
3. Property Owners Name:11(i fYl(h0fi Hcf�u('t-,all l_('
(if different from permit holder)
4. Signing official's name: Title:
(person legally responsible f rr^iq
5. Mailing address: ' 1K�1 w . 1 O ��ZF� City: Q—,
6. State: l� Zip Code: (9 I Phone: 04� Q—Q W - D o3q
(� (Are de and Num r
7. Project Name: 1 r�Qaf cL(1(�1/
8. Location of Project: (street address
�IU MMAA) k. 0r91 o2'
10.
Directions to Project (from nearest major intersection
Specify the type of stormwater treatment (wet pond, infiltration, etc.): 1.614 DPI l
1 1 . List any changes (from project that was originally approved, attach additional pages if needed)
Applicant's Certification:
I, (print)%i 'AI 61anIMM
permit renew I applicatio i to
t best of my
Signature: L40zllj, 3=—
that the information included on this
correct and comolete.
Submit this completed form alon with an application fee of $420.00, "a nekv signed Operation
and Maintenance Agreement an a copy of the designer's certification to the address listed
below.
North Carolina Division of Water Quality 943 Washington Square Mall Phone [phone] Customer Service 1-877-523-6748 One
Washington Regional Once Washington, NC 27889 FAX [phone] Internet: www.ncwatercualitv.om NorthCarolina
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Permit No.
(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
DWO Stormwater Management Plan Review:
A complete stormwacer 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
1. PROJECT INFORMATION (please complete the following information):
Project Name: Holiday Inn Express
Contact Person: Marie Peedin Phone Number: ( 252 974 7794
For projects with multiple basins, specify which ba this worksheet applies to:
.) �+�e
Basin Bottom Elevation
7 0 ft.
(average elevation of the floor of the basin)
Permanent Pool Elevation
12.5 ft.
(elevation of the orifice)
Temporary Pool Elevation
15.5 pt.
(elevation of the discharge structure overflow)
Sal 14�8s7
8440.77
Perrmancm Pool Surface Area sq. ft.
(water surface area at the orifice elevation)
Drainage Area
6.97 ac.
(on -site and off -site drainage to the basin)
Impervious Area
s ac.
(on -site and off -site drainage to the basin)
Permanent Pool Volume
32,461 .74 cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
3 4 , 9 S . 7 d cu. ft.
(volume detained above the permanent pool)
Forebay Volume
6750 cu. ft.
SA/DA1 used
5.2
(surface area to drainage area ratio)
Diameter of Oruce
2.5 ; n.
Design TSS Removal
90 7c
(8517c TSS 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 Ianuary 1998 Page 1 of 2

Applicant's Initials
a. The temporary pool controls rvnoff from the I itch storm event.
It. The basin length to width ratio is greater than 3: 1.
C. The basin side slopes above the permanent pool are no steeper than 3: I.
d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain is provided to empty the basin.
g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
h. The temporary pool draws down in 2 to 5 days.
i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20% of the total basin volume.
k. Sediment storage is provided in the permanent pool.
1. A 30-foot vegetative filter is provided at the outlet2(include erosive flow calculations)
In. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
o. A vegetation managementhnowmg schedule is provided in the O&M plan.
p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storm event is specified in the O&M plan.
r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
S. A legally responsible pany is designated in the O&M plan3 (include name and title).
I. If the basin is used for sediment and erosion control during construction, dean out of the basin is specified to be
performed prior to use as a wet detention basin.
Footnotes:
I When using the Division SA/DA tables, the correct SA/DA ratio for penmment pool sung should he computed based upon the actual impervious %cod permanent pool depth.
Liam interpolation should be employed to determine the oanea value for nomstandmd table entries.
2 The requirement for a vegetative filter maybe waived if the wet detention basin is designed to meet 90%TSS removal.
3 The legally tesponsible party should not be a homeowners association unless more than 509: of the Ids have heen sold and a resident of the subdivism has been maned the
president.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay, non-integrated pretreatment
systems (pretreatment otherthan forebays), and the vegetated filter ifone is provided.
This system (check one) does does not incorporate a vegetated filter.
This system (check one) does does not incorporate non-integrated pretreatment.
Maintenance ac ivities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev I/August 1998 Page 2 of 3

a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass 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.
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. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a wet detention basin or stream, etc.).
by wr^? based wl .�{un�►�ew
The original design depth is: S Jr 0.1,1 rr y4 gyp/ h
The sediment removal benchmark depth is: 6 .9
5. Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These plants shall be
encouraged to grow along the basin perimeter.
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.
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 above maintenance procedures. I
agree to notify DWQ of any problems with the system or changes in the name of the project, responsible party, or address.
Print name: Fred Watkins
Address: East Coast Hospitility / 719 West I Sth Street/Suite I 1 / Washington, NC 27889
Phone: [phone]
Date: 09u, / 6 j9%y
I, Joye5 Y„tVi-c.- ,aNotary Public forthe State of Alp/[-Tµ CgV2o�iiaA
Countyof $pguroar do hereby certify that r2J_=t> d. work-tlyS
personally appeared before me this /4� day of No ✓e,n a e,z 19_9_e,, and acknowledge the due execution of the
forgoing infiltration system maintenance requirements. Witness my hand and official seal,
'1,111117 N 141p"`aB
SEAL EGA J. q
`�.` UCH . •..,w ✓i��
My commission expires 05A3p
L y t �1s �. tfi �• U
Form SWU-102 Rev 1/August 1998 Page3,,6Ibo . ,•••• �,.• , e:
T COON
F:/JmisfPenmts/Wetdet 111/1111/11N110