SW7980823_HISTORICAL FILE_20210726

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

W aim
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
Plymouth Hospitality, LLC
Attention: Vimal Kolappa, Manager
719 W 15th Street STE 11
Washington, NC 27889-3569
NORTH CAROLINA
Environmental Quality
July 26, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7980823
Holiday Inn Express - Plymouth
Washington County
Dear Vimal Kolappa:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7980823 for a stormwater treatment system consisting of a wet
detention pond serving the Holiday Inn Express located at 840 US Hwy 64, Plymouth,
NC expires on December 13, 2021. This is a reminder that permit renewal applications
are due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal within the required time. Permit application forms for renewal can be
found on our website at: https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwaterlstormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(@ncdenr.gov.
Sincerely,
�o Roger K. Thorpe
Environmental Engineer
reFft —� �tt North Carolina Department of Environmental Quailty I Division of Energy, Mineral and Land Resources
J/ Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
iuomv ccAouNn //
^^.•v��au..��^u^� �� 252.946.6481

• :40
Michael F. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
October 3, 2007
Plymouth Hospitality, LLC
DBA Holiday Inn Express — Plymouth
719 W. 15th Street
Washington, NC 27889
Re: Holiday Inn Express — Plymouth
Stormwater Project #SW7980823
Washington County
Attn Nora:
Coleen H. Sullins, Director
Division of Water Quality
Chuck Wakild, P.E., Deputy Director
Division of Water Quality
We are returning check number 19260 in the amount of $550 (enclosed). Please issue a
check in the amount of $505 to NCDENR for the stormwater renewal fee. Also, I was able to
locate a Wet Detention Basin Operation and Maintenance Agreement in the project folder for
the Holiday Inn Express — Plymouth. Therefore, this particular form doesn't need to be
completed. The only form that still needs to be completed for the renewal process is the
Designer's Certification (enclosed) and it does need to be completed by a registered
professional engineer in the State of North Carolina. The original consulting engineer for the
permit was Jarvis Associates (here in Washington) in case your company would like to contact
them to see if they ever completed a Designer's Certification for the Holiday Inn Express in
Plymouth. They (Jarvis Associates) may have this form on file. If they don't, either Jarvis
Associates or another engineer of your company's choice will need to complete this enclosed
form for the renewal process to begin.
Please feel free to contact me or any member of the stormwater staff in the Washington
Regional Office if you have any questions at [phone].
Sincerely,
1, /
Della Robbins
Administrative Assistant
Division of Water Quality
cc: Washington Regional Office
North Carolina Division of Water Quality Internet: www ncwatergualitv.or¢ y��tOa
943 Washington Square Mall Phone (252) 946-W I 1V o'
Washington, NC 27889 Fax [phone] NQ'tira"l/
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/t 0% Post Consumer Paper •7

DWQ/WRRO Fax:[phone] Jun 21 '07 12:42 P.03
Date Received
State of North Carolina
Department of Environment and Natural Resources
- Division of water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIOI$FORM
This form may be phoro pied for use as an original Irv.-S
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
ZHING ON OFFICE
AUG 311998
MLWL
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its
compliance): Fred Watkins A: h O dal `rap
w P
3. Mailing Address for person listed in item 2 above:
719 W. 15t° Street
City: Washington State: NC Zip: 27889
Telephone Number 974- 0439
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agrccments, etc.):
Holiday Inn Express
5. Location of Facility (street address):
US Hwy 64
City: Plymouth
County: d mgaac%
6. Directions to facility (from nearest major intersection):
Approximately 1.5 miles west on US Hwy 64 from the intersection of NC 32 and US Hwy 64
7. Latitude: 5Y5F03" Longitude:76'46'40" of facility
8. Contact person who can answer questions about the facility:
Name:Marie Peedin Telephone Number: [phone]
il. PERMIT INFORMATION:
1. Specify whether project is (check one): X 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 lmown)
Form SWU-101 January 1998 Page 1 of

DWQ/WRRO Fax`•252-946-9215 Jun 21 '07
12:42 P.03
State of North Uarolma
Department of Environment and Natural Resources AUG 3 1 1998
f - Division of Water Quality
STMMWATER MANAGEMENT PERMIT APPLICATI04FORM
This form moy be photocopied for rise as an original
I. GEN)cRAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its
compliance): A : 1. Q 4lQ'y QX p'` cu P
Fred Watkins i� 6
3. Mailing Address for person listed fit item 2 above:
719 W. 15" Street
City: Washington State: NC Zip: 27889
Telephone Number: 974- 0439
4_ Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Holiday Inn Express
5. Location of Facility (street address):
US Hwy 64
City: Plymouth
County: '
6: Directions to facility (from nearest major intersection):
Approximately 1.5 miles west on US Hwy 64 from the intersection ofNC 32 and US Hwy 64
7. Latitude: 35'51'03" Longitude:76'46'40" of facility
8. Contact person who can answer questions about the facility:
Name:Marie Peedin Telephone Number: (252) 974-772-4
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X 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 Pagel of4
I

.A.
n

EXPRESSO
HOTEL&SUITES
i
N.C. Division of Water Quality
943 Washington Square Mall
Washington, N.C. 27889
Attn: Ernest Odei-Larbi
Dear Sir:
JAN 0 4 2008
In reference to the inspection of our wet detention pond I have scheduled the following to
be started on Friday January 4,2008. I have hired a local contractor to come in and
remove all cattails from the pond, he will be having a load of rock delivered to rebuild the
erosion at the sides of the ponds, all trash debri and any other sediments will be skimmed
and removed. He will be replacing the trash rack on the top of outlet riser. There will be
a maintenance upkeep record book kept from this day forward updated as needed. Thank
you for your assistance on this matter and I will keep you informed as the project is
completed.
Sincerely:
Linda L. Rogers
General Manager
Holiday Inn Express 1 (03' ZOO$
840 US Hwy. 64 West
Plymouth, N.C. 27962
Ph. # 252-793-4700
CC: Al Hodge, Regional Supervisor
Mr Vimal Kolappa
840 US Hwy, 64 West, Plymouth, NC 27962 Phone: [phone], Fax: [phone]
Email: [e-mail] Internet: www.hiexpress.com/plymouthnc For Reservations: 1-800-HOLIDAY
Independently Owned and Operated by Plymouth Hospitality, LLC

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
DIVISION OF WATER QUALITY
December 28, 1998
Plvmouth Hospitality, LLC
Attn: Mr. Fred -Watkins
719 West 15 th Street
Washington, NC 27889
Dear Mr. Watkins:
NCDENR
NO CA ou" DFP4Rr w OF
ENVIRDNMEW AND NL RA RESOURCES
Subject: Stormwater Permit No. SW7980823
Holiday Inn Express - Plymouth
High Density Stormwater Project
Washington County
The Washington Regional Office received the completed
Stormwater Anplication for the subject project on November 18,
1998. Staffreview of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7980823 dated December 28, 1998 to Plymouth
Hospitality, LLC.
This permit shall be effective from the date of issuance until
December 28, 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 27611-7447.
Unless such demands are made this permit shall be final and
binding.
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

7-7
- -
Plymouth Hospitality, LLC
December 28, 1998
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 946-
6481, extension 264.
Sincerely,
im Mulligan
Water Quality Regional Supervisor
Washington Regional Office
cc: Jarvis Associates
W hington County Inspections
hington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7980823
STATE OF NORTH CAROLINA
OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORNWATER 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
construction, 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 the Holiday Inn Express located at
Plymouth, NC.
This permit shall be effective from the date of issuance until
December 28, 2008 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 on page 4 of this permit, the
Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
DIVISION OF WATER QUALITY
PROJECT DATA
Holiday Inn Express
SW7980823
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:
Total Impervious
Surfaces Allowed:
Pond/Basin Depth:
Required Surface Area
(SA/DA):
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Controlling orifice:
9
Washington County
Plymouth Hospitality, LLC
719 West 15 th Street
Washington, NC 27889
8/31/98; original
11/18/98; complete
Conaby Creek
C
6.97 acres
5.52 acres
(includes future development)
5.5 feet
15,788 sf
16,857 sf
19,229 cf
34,954 cf
1.0 - inch dia. pipe

4. 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.
5. 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.
6. 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.
II. 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:
61

a. Semi-annual scheduled inspections (every 6 months) v
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.
6. 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 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.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
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.
6

4. In the event that the facilities vfail 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.
Permit issued this the 28 th day of December, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
avA. P eston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7980823
7

Holiday Inn Express
Plymouth, NC
Washington County
Stormwater Permit No. SW7980823
Designer's Certification
, 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,
for
(Project)
(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.
Signature
Registration Number
Date
9

�oF W A rFgo Michael F. Easley, Governor
�� (r William G. Ross Jr., Secretary
VJ North Carolina Department of Environment and Natural Resources
� Y Alan W. Klimek, P.E. Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION: II �,, (} Q
1. Stormwater Management Permit Number: W
2. Permit Holder's name: kt,dpid . � _ n in L x O�
r3. Signing official's name: Title:
ersop g Ily, spon ible for permit)
4. Mailing address: �`� hl .�»QLL' City:
�
State ZipCode: a Phone:a a5 -Di/3 FAX&Sa 1
(Area Code and Number) (Area Code and Number)
II. NEW OWNER / PROJECT / ADDRESS INFORMATION
1. This request is for: (please check all that apply)
a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit:
3. New owner's signing official's name and title:
p ( t 5-r U
4. New Mailing Address: DqI 0L ) • 4 06ity:'F ( Y►1
State:Z ZipCode: a Phone: -LN0 FAX:
(Area Code and Number) (Area Code and Number)
5. New Project Name to be placed on pe
Page 1 of 2
r.O.F.CMUED
OCT 01 Z007
North Carolina Division of Water Quality Internet: %,vIv ncwatergualil ore One 1., l� 1
943 Washington Square Mall Phone [phone] NorthCaroj na
Washington, NC 27889 Fax [phone] Naturally
An Equal Oppor unitylAMrmative Action Employer- 50% Recycled110% Post Consumer Paper

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
I, V f fYlCl olaays attest that this application for a name/ownership
change has been re�wed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incoWplete„ ,, A , r A
Signature:
New Applicant's Certification: (Must Kcompleted for all transfers of ownership)
I, t+uaola(ffL A
attest that this application for an ownership
change has been rev�v d and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incovholete,, , . /I h /,/7
THE COMPLETED APPLICATION" PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality, SWP
943 Washinton Square Mall
Washington, NC 27889
Page 2 of 2

Permit No#S(), t IDS a
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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
When the permanent pool depth reads
Sediment Ren oval EI. _ 75 L
Bottom Glc;uion -� '
FOREBAY
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation
Sediment Removal Elevation
Bottom Elevation
u:! •• N
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.

7. All components of the wet detention basin system shall be maintained in good working order.
8. Remove all trees and heavy woody vegetation from the basins and dike walls.
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:
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.
I, , a Notary Public for the State of
County of ado hereby certify
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
Seal
My commission expires

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Cotten H. Sullins, Director
Division of Water Quality
June 12, 2007
Plymouth Hospitality, LLC
Attn: Mr. Fred Watkins
719 West 15th St.
Washington, NC 27889
Subject:: Stormwater Permit No. SW7980823
Holiday Inn Express - Plymouth
Washington County
Dear Mr. Watkins:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7980823
for Holiday Inn Express - Plymouth on December-14, 1998. This permit expires.on December 14,.2008.
Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit
renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the permittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed In accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed 1s a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact us at 252-946-6481.
Xnce
Al Hodge, nal Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Jarvis Associates
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterquality.org One
943 Washington Square Mall Phone [phone] NorthCaroll/ina
Washington, NC 27889 Fax [phone] Natural //
An Equal OpportunitylAffirmadve Action Employer— 50% Recycled110% Post Consumer Paper `/

NOV 18 1998
E
WASHINGTON REGIONAL OFFICE
STORM WATER
MANAGEMENT NARRATIVE
HOLIDAY INN EXPRESS
PLYMOUTH, NC
Developed by Plymouth Hospitality, LLC.
PLAN PREPARED BY:
MARIE U. PEEDIN, P.E.
•N•••• / I
�.AS OFESSrpN9 9
a ` SEAL !;
20212 f Z
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JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
130 EAST SECOND STREET - WASHINGTON, NORTH CAROLINA 27889
TELEPHONE [phone] / FAX [phone]

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7 0

0
zL'69 = -�
78 Z toS� LL +/
=dwIX,
fIt
�> O� _
ti £.h _ _'v
�' Ll -SS xozz =
W = oSX oZ2
i
�- M9I, �1.•5 3�� � ��
L
2
>9[9[
cc0

0
C)
L4 W f
30 0
-pal
s k
c')
/I y
7r
NOV 18 1998
WASHINGTON REGIONAL OFFICE
_vJ 2 57
Vey1 30 /L
vo\ 2-S
Ljl/s
4'-, 171 r I
zz\

@4 ' I VOt9
lC'T,', ,Aa

Provided Surface Area 16,857 sf.
s SA,W IS7M
c De : vs !9 z29 RED
ovided Volume 34 953.74 .
Sfv
Draw Down Design
With a draw down rate of 2 — 5 days 1 chose 2 days to base my calculations for draw down.
Q = Vol / time V = 34,953.74cf t = 2 days
Q = 0.2023 cfs
Using the orifice equation I determined the size of the openings to have an outlet flow of 0.023cfs.
A = Q/(c(2gh)1/2) c = 0.62 g = 32.2 fl/sec2 h = 1.51
(to justify for
varying head)
A = 0.0343 sf therefore use one 2.5" pipe on a reversed slope.
Over Flow Design for 10 Year Storm
Quo = 30.83cfs.
Max HW = 4'
Using head water depth for CM pipe culverts chart try the following:
30"CMP => HW/D = 1.4 HW = 3.5 < 4' therefore OK
Use 30" CMP outlet w/ 36" riser
Outlet Protection
V = Q/A = 30.83/4.9 V = 6.28 fps.
Using NYDOT outlet design standards to prevent scour this velocity is in a Zone 2.
L = 6 (diam)
W =2.5+ (.4)(L)
Use Class I Rip Rap w/ filter fabric.
L = 15' W = 10' D = 12"
PA

STORMWATER MANAGEMENT
A. DESCRIPTION OF PROJECT
Location of Project
This site is located within the city limits of Plymouth, NC, and the county of Washington. The
property is accessed from US Hwy 64. It is approximately 1.5 miles west of the intersection of Hwy
64 and NC32.
Type of Development
The project includes the construction of a hotel and parking lot. The proposed roadway is also to be
developed at this time. At some future date the other four lots will be commercial developments.
Existing Drainage Patterns:
a. The property has ditches following the northern and southern boundaries. The property drains
from the center or high point into both ditches.
High Density Runoff Calculations
Total Site Area
Total Impervious Area
Offsite Drainage Area
Other Impervious Areas
Total Project Area
Proposed Drainage Patterns:
= 6.97
acres
= 5.52
acres
= 0.00
acres
= 0.00
acres
= 6.97
acres
a. The proposed hotel site is to sheet flow across the parking lots into the curbing which directs
the water into the detention pond.
b. A storm drainage system has been designed to collect all future site development as well as
runoff from the roadway. The roadway has been designed to allow all runoff into this system.
c. A portion of the site water will drain in to the catch basin located at station 1+68.40 and then
be directed through the storm drainage system into the detention pond.
d. Future lots are to be graded to drain into proposed drainage system and all areas have been
used to determine sizing of the pond.
Pond Design
Using the entire project area and assuming 90% impervious on future sites and exact areas on the hotel
sites, I calculated 5.52 ac of impervious area. Using this data I calculated the following:
Volume for 1" Runoff 19 228.�fttt
Depth of Permanent on .5
Required Surface Area 15,788 sf.

JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS - PLANNERS - SURVEYORS
130 EAST SECOND STREET .
WASHINGTON, NC 27889
PHONE [phone]
FACSIMILE [phone]
NOV 18 1998
1N
WASHINGTON REGIONAL OFFICE
To: Bill Moore
Date: 11/17/98 Job No.981
5
NCDENR
Attention : Bill
Washington
RE: Plymouth Hotel Site
WE ARE SENDING YOU X Attached. Under separate cover via
the following items:
Shop drawings Prints Plans
Copy of letter Change order
Samples Specifications
COPIES
DATE
No
DESCRIPTION
2
11/17/98
Stormwater Management Plan Revised
I
Calculations
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted
For your use Approved as noted
As requested Returned for corrections _
For review and comment
FOR BIDS DUE 19
Resubmit
copies for approval
Submit
copies for distribution
Return
corrected prints
PRINTS RETURNED AFTER LOAN TO US
REMARKS: I have made the changes to the supplement forms and the owner has signed the reviesed O&
M plan. The valley gutter is to allow access for the dumpster pad. The drainage will be carried into the pond.
If you have any questions please let me know.
F:\worddaw\fomzs\transmit

M72NI11C!OSf eFf't'11tl( 0!!IC£
' � I
LL
i.

,.=a ��..._ �..u��;.a .;r �.,�a;, iY.; �
� : �OFEICE}USE`ONLY'„ fi�
:a•.•�a a. t"'�`M�c e.:ra: u.:ss€�=�tewktM
Date Received
Fee Paid
Permit Number
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
1. GENERAL INFORMATION
I . Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Plymouth Hospitality, LLC.
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its
compliance):
Fred Watkins
3. Mailing Address for person listed in item 2 above:
719 W. 15i6 Street
City: Washington State: NC Zip: 27889
Telephone Number: 974- 0439
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Holiday Inn Express
5. Location of Facility (street address):
US Hwy 64
City: Plymouth County: Washington
6. Directions to facility (from nearest major intersection):
Approximately 1.5 miles west on US Hwy 64 from the intersection of NC 32 and US Hwy 64
7. Latitude: 35'51'03" Longitude:76'46'40" of facility
8. Contact person who can answer questions about the facility:
Name:Marie Peedin Telephone Number: [phone]
If. PERMIT INFORMATION:
1. Specify whether project is (check one): X 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 January1998 Pagel of4

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 Permit
Ill. PROJECT INFORMATION
I. 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.
The project's stormwater will be treated using stormwater pipe into a detention pond designed to detain the V
storm.
2. Stormwater runoff from this project drains to the River basin.
3. Total Project Area: 6.97 acres 4. Project Built Upon 90%
5. How many drainage basins does the project have? 1
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.
Bashi Information0
x�, 3 :Draiiia Basinfl?" j
`� y ;3Draina a Brim 2--=W* `
Receiving Stream Name
Conaby Creek
Receiving Stream Class
SC
Drainage Basin Area
6.97 ac
Existing Impervious* Area
N/A
Proposed Impervious * Area
5.52 ac
% Impervious* Area total
79.17%
�Im ervtous,aSurfice Area;u;r..�r�
�+�. Dratn a Brim la-t+�"
ca,'':� DCam evBasm•2'„„�43:«r
On -site Buildings
0.39 ac
On -site Streets
0.43 ac
On -site Parking
1.87 ac
On -site Sidewalks
0.0
Other On -site
2.83 ac
Off -site
0.0
Total:
E= 5.52 ac
E=
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded. 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.
Form SWU-101 January 1998 Page 2 of

V. AGENT AUTHORIZATION
if you wish to designate submittal authority to another individual or turn so that they may provide information on your
behalf, please complete this section:
Designated agent (individual or firm): Jarvis Associates, P.A.
Mailing Address: 130 East Second Street
City: Washington State: NC Zip: 27889
Phone:[phone] Fax:[phone]
VI. 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.
Please indicate that you have provided the following required information by signing your initials 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 (see Attachment A)
Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• Detailed narrative description of stomrwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
Applicant's Initials
MUP
- 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, nmoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
MUP
MUP
MUP
MUP
MUP
VH. APPLICANT'S CERTIFICATION
I, (print or type name ojperson listed in General Information, item 2) Fred Watkins,
certify that the information included on this permit application form is correct, that the project will be constructed in
confo®arlce with the approved plans, that the deed restrictions in accordance with Attachment A of this form will be
recorded with all rSquired permit conditions, and that to the best of my knowledge the proposed project complies with the
requirements
Signature:_
Title: Assista
Form SWU-101 January 1998 Page 3 of 4
Date:

ATTACBAIENT A
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 ofpavement 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
stonnwater 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 f ture area into the stonnwater system must be made into the
forebav such that short-circuiting of the system does not occur.
4. All built -upon area f torn the otdparcel or future development must be directed into the permitted
stonnwater control system.
5. 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 long grassed swale used to meet the
requirements of NCAC 211.1008(g).
2. Supplement Forms
The applicable supplement form(s) fisted 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
Renewal WithoutLate Renewal
Low Density
High Density
Other
Director's Certification
General Permit
Form SWU-101 . January 1998
F:\pe`mits\SWPetmit
New, Modification, or
Timely
Modification
5225
n/a
$385
S225
5225
n/a
$350
n/a
S50
n/a
Page 4 of 4

OFFICE USE ONLY
Date Received
Fee Paid
I Permit Nufnber
3— q8
36 5� 00
1 51-J ? A 00 2 3
RMEM
�, Qbv4o (l/18 State of North Carolina WASHINGTON OFFICE
Ap �P_ /L/* Department of Environment and Natural Resources AUG 3 1 1998
{4' Division of Water Quality
D.EN6
N
STORMWATER MANAGEMENT PERMIT APPLICATION, FORM
This form may be phol copied for use as an original I �
I. GENERAL INFORMATION
I . Applicants name (specify the name of the corporation, individual, etc. who owns the project):
P_lymouth,Hospitality,eLLC.
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its
compliance):
Fred Watkins A: h U �'y "' P
3. Mailing Address for person listed in item 2 above:
719 W. 15i6 Street
City: Washington State: NC Zip: 27889
Telephone Number: 974- 0439
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Holiday Inn Express
5. Location of Facility (street address):
US Hwy 64
City: Plymouth
County: 9Washington.
6. Directions to facility (from nearest major intersection):
Approximately 1.5 miles west on US Hwy 64 from the intersection of NC 32 and US Hwy 64
7. Latitude: 35'51'03" Longitude:76'46'40" of facility
8. Contact person who can answer questions about the facility:
Name:Marie Peedin Telephone Number: [phone]
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X 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 Pagel of4

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
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.
The project's stormwater will be treated using stormwater pipe into a detention pond designed to detain the V
storm.
2. Stormwater runoff from this project drains to the River basin.
3. Total Project Area: 6.97 acres 4. Project Built Upon 90%
5. How many drainage basins does the project have? 1
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.
Basin Information
Drainage Basin 1
Drainage Basin 2
Receiving Stream Name
Conaby Creek
Receiving Stream Class
SC
Drainage Basin Area
6.97 ac
Existing Impervious* Area
N/A
Proposed Impervious " Area
5.52 ac
% Impervious* Area total
79.17%
Impervious* Surface Area
Drainage Basin 1
Drainage Basin 2
On -site Buildings
0.39 ac
On -site Streets
0.43 ac
On -site Parking
1.87 ac
On -site Sidewalks
0.0
Other On -site
2.83 ac
Off -site
0.0
Total:
E= 5.52 ac
E_
. Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded. 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.
Form SWU-101 January 1998 Page 2 of

A.
V. 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 section:
Designated agent (individual or firm): Jarvis Associates, P.A.
Mailing Address: 130 East Second Street
City: Washington State: NC Zip: 27889
Phone:[phone] Fax:[phone]
V1. 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.
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
MUP
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
MUP
Permit application processing fee (see Attachment A)
MUP
• Two copies of plans and specifications including:
MUP
• Detailed narrative description of stormwater treatment/management
MUP
• Two copies of plans and specifications, including:
MUP
- 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)
V11. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Fred Watkins,
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 project complies with the
requirements of A N
Signature: y ttT Date:
Title: Assistalit Manager
Form SWU-101 January 1998 Page 3 of 4

ATTACHMENT A
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 ofpavement 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 most 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 faure 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.
5. 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 I and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated 100 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) fisted 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
New, Modification, or
Timely
Renewal WithomLate Renewal
Modification
Low Density
$225
n/a
High Density
$385
$225
Other
$225
n/a
Director's Certification
$350
n/a
General Permit
$50
n/a
Form SWU-101 January 1998 Page 4 of 4
F:\permits\SWPermit

POND MAINTENANCE REQUIREMENTS
Project Name: Holiday Inn Express
Permittee: Plymouth Hospitality, LLC
Address: 719 W. 15'h Street Washington NC 27889
I.
H.
Phone No. 974-0439
Monthly, or after every runoff producing rainfall event, whichever comes first:
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.
Quarterly (Four times a year):
A. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper functioning.
Accumulated trash will be cleared from basin grates, basin bottoms, and piping will be
checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. Semi-annually (twice a year):
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. ec at vanous po t removal is required when the
depth is reduced to 75 % of the original forebay design depth of 3 ft.
C. Grassed swales, including the vegetated filter if applicable, will be re -seeded twice a year as
necessary.

POND MAINTENANCE REQUIREMENTS
:.PAGE 2
IV. Annually (Once a year):
A. The 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 5.5' measured vertically from the orifice down to the pond's bottom. Sediment must
be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond. The best time to cut them 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 orifice/pump 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 working order. Repair or
replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:
I, Fred Watkins , hereby acknowledge that I am the financially
(please print or type name clearly)
responsible party for maintenance of this detention pond. I will be responsible for the performance of the
maintenance a7out aboovee, as part of the Stormwater Management Permit received for this project.
Signature:, "64 Date:
Revised 2/25f9

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 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.
1. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Holiday Inn Express
Marie Peedin
Phone Number: ( 252) 974 7794
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation
7.0
Permanent Pool Elevation .
12.5
Temporary Pool Elevation
15.5
ft. (average elevation of the floor of the basin)
ft. (elevation.of the orifice)
ft. (elevation of the discharge structure overflow)
Permanem Pool Surface Area 8 4 4 0.7 7 sq. ft.
Drainage Area 6.97 ac.
Impervious Area
Permanent Pool Volume
S _ S 2 ac.
32,461.74 cu.ft.
Temporary Pool Volume 34,953.74 cu.ft.
Forebay Volume 460 , q 7,897.16 cu. ft.
SA/DA' used h:qv 5.2
Diameter of Orifice 2.5 in.
Design TSS Removal 90 %
II. REQUIRED ITEMS CHECKLIST
(water surface area at the orifice elevation)
(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) ?t 44 Z
(volume detained above the permanent pool) , 79?7
vp Ai- 64sr22AAS7vol. PR
2p
(surface area to drainage area ratio)
(85% TSS removal required, see item k below)
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

Applicants Initials
a. The temporary pool controls runoff from the 1 inch storm event.
b. 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: 1.
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 outletz (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 management/mowing schedule is provided in the O&M plan.
p. Semi-annual inspections are specified intheO&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 party is designated in the O&M plan3 (include name and title).
t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
1 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.
Z The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal. .
3 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.
Form SWU-102 January 1998 Page 2 of 2

JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS - PLANNERS - SURVEYORS
130 EAST SECOND STREET
WASHINGTON, NC 27989
PHONE [phone]
FACSIMILE [phone]
To=: Bill Moore
Date: 8/25/98 Job No.981
5
NCDENR
Attention : Bill
Washin on
RE: StornaWater MmWernent Plan
WE ARE SENDING YOU X Attached Under separate cover via
the following items:
❑ Shop drawings
❑ Copy of letter
❑ Prints ❑ Plans
❑ Change order
❑ Samples ❑ Specifications
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted —
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
0 0--FOR BIDS DUE 19_ ❑ PRINTS RETURNED AFTER LOAN TO
US
F:\worddata\forrrrsVr rt
❑ Resubmit _copies for approval
❑ Submit _copies for distribution
❑ Return corrected prints
let me know if you need anv additional information.

i

STORM WATER
MANAGEMENT NARRATIVE
HOLIDAY INN EXPRESS
PLYMOUTH, NC
Developed by Plymouth Hospitality, LLC.
PLAN PREPARED BY:
MARIE U. PEEDIN, P.E.
FAw 3 1 1998
OFFICE
66e'.
JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS - PLANNERS - SURVEYORS
130 EAST SECOND STREET - WASHINGTON, NORTH CAROLINA 27889
TELEPHONE [phone] / FAX [phone]

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STORMWATER MANAGEMENT
A. DESCRIPTION OF PROJECT
Location of Project
This site is located within the city limits of Plymouth, NC, and the county of Washington. The
property is accessed from US Hwy 64. It is approximately L5 miles west of the intersection of Hwy
64 and NC32.
Type of Development
The project includes the construction of a hotel and parking lot. The proposed roadway is also to be
developed at this time. At some future date the other four lots will be commercial developments.
Existing Drainage Patterns:
a. The property has ditches following the northern and southern boundaries. The property drains
from the center or high point into both ditches.
High Density Runoff Calculations
Total Site Area
Total Impervious Area
Offsite Drainage Area
Other Impervious Areas
Total Project Area
Proposed Drainage Patterns:
= 6.97
acres
= 5.52
acres
= 0.00
acres
= 0.00
acres
= 6.97
acres
a. The proposed hotel site is to sheet flow across the parking lots into the curbing which directs
the water into the detention pond.
b. A stone drainage system has been designed to collect all future site development as well as
runoff from the roadway. The roadway has been designed to allow all runoff into this system.
c. A portion of the site water will drain in to the catch basin located at station 1+68.40 and then
be directed through the stonn drainage system into the detention pond.
d. Future lots are to be graded to drain into proposed drainage system and all areas have been
used to determine sizing of the pond.
Pond Design
Using the entire project area and assuming 90% impervious on future sites and exact areas on the hotel
sites, I calculated 5.52 ac of impervious area Using this data I calculated the following:
Required Volume for 1" Runoff 19,228.84 cf
Depth of Permanent Pond 5.5 ft
Required Surface Area 15,788 sf.

I
Provided Surface Area 16,857 sf. G/
Depth of Treatment Area 3 ft.
Provided Volume 34,953.74 cf.
SA/DA Ratio 5.2
Draw Down Design
With a draw down rate of 2 — 5 days I chose 2 days to base my calculations for draw down.
Q = vol / time V = 34,953.74cf t = 2 days
Q = 0.2023 cfs
Using the orifice equation I determined the size of the openings to have an outlet flow of 0.023cfs.
A = Q/(c(2gh)1/2) c = 0.62 g = 32.2 ft/sec2 h = 1.51
(to justify for
/varying head)
A = 0.0343 sf therefore one 2.5" pipe on a reversed slope.
Over Flow Design for 10 Year Storm
Q10 = 30.83cfs.
Max HW = 4'
Using head water depth for CM pipe culverts chart try the following:
30"CMP=> HW/13=1.4 HW = 3.5 < 4' therefore OK
Use 30" CMP outlet w/ 36" riser
Outlet Protection
V = Q/A = 30.83/4.9 V = 6.28 fps.
Using NYDOT outlet design standards to prevent scour this velocity is in a Zone 2.
L = 6 (diam)
W=2.5+(•4)(L)
Use Class 1 Rip Rap w/ filter fabric.
L=15' W=10' D=12"
2

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JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS - PLANNERS - SURVEYORS
130 EAST SECOND STREET - WASHINGTON, NORTH CAROLINA 27889
TELEPHONE [phone] / FAX [phone]
March 21, 2001
l� MAR 2 2 2001 U
Bill Moore
Division of Water Quality
NCDENR
Washington, North Carolina 27889
Re: Plymouth Hotel Site
Dear Bill,
With regards to the above referenced project, a revised erosion control plan has been
submitted for site grading of the existing out parcels. All these areas have been previously
permitted under permit No. SW7980823.
If you have any questions please let me know.
Respectfully,
Marie U. Peedin, PE
Jarvis Associates, PA
F:\ 1998\98165 \Revised\l,e1001. doc

EROSION AND SEDIMENTATION
CONTROL NARRATIVE
HOLIDAY INN EXPRESS
PLYMOUTH, NC
Developed by Plymouth Hospitality, LLC.
PLAN PREPARED BY:
MARIE U. PEEDIN, P.E.
.JARVIS ASSOCIATES, P.A.
MAR 2 2 2001
LAND CUALITY SECTION
WASH!NGTON REGIONAL OFFICE
CONSULTING ENGINEERS - PLANNERS -S R`/ YOBS
LO '_.A.ST SECONC STREET - W'ASHFINGTON IOhi C.'.RGL.
_._-P1'O1iE (-52) 97-4-7794. A:: i'- -- --

EROSION AND SEDIMENTATION CONTROL
A. DESCRIPTION OF PROJECT
Location of Project
This site is located within the city limits of Plymouth, NC, and the county of Washington. The
property is accessed from US Hwy 64. It is approximately 1.5 miles west of the intersection of Hwy
64 and NC 32.
Type of Development
The project includes the construction of a hotel and parking lot as well as site grading of the out
parcels. The proposed roadway is also to be developed at this time. At some future date the other four
lots will be commercial developments.
Earth Disturbing Activities:
At this time the site has field grass growing. For site improvements the project will be stripped of the
top soil for placement of fill to the proposed grades. A drainage pond is to be constructed as well as
placement of storm drainage pipe. Also utilities will be extended onto the site including water and
sewer. After construction of the utilities the roadway will be graded, stoned, and paved. The additional
sites are to be graded to drain toward the proposed roadway.
Existing Drainage Patterns:
a. The property has ditches following the northern and southern boundaries. The property drains
from the center or high point into both ditches.
Proposed Drainage Patterns:
a. The proposed hotel site is to sheet flow across the parking lots into the curbing which directs
the water into the detention pond.
b. A storm drainage system has been designed to collect all future site development as well as
runoff from the roadway. The roadway has been designed to allow all runoff into this system.
c. A portion of the site water will drain in to the catch basin located at station 1 +68.40 and then
be directed through the storm drainage system into the detention pond.
d. Future lots are to be graded to drain into proposed drainage system and all areas have been
used to determine sizing of the pond.
B. EROSION AND SEDIMENTATION CONTROL MEASURES
1. A copy of the latest approved soil erosion and control plan must be on file at the job site. Timely
and proper attention shall be required for prevention of offsite erosion and sedimentation. Various
levels of erosion control are proposed in the plan. If it becomes evident that additional erosion and
sedimentation control measures are needed they shall be installed immediately. A permanent
ground cover, sufficient to restrain erosion, must be provided within the shorter of 15 working or
30 calendar days after completion of the construction or development.

2. A buffer zone, sufficient to restrain sedimentation, must be maintained between the land -
disturbing activity any adjacent property or water courses. Maintain / Do Not Disturb existing
vegetative cover in areas of no construction.
3. Install a gravel construction pad at the egress of US Hwy 64, as noted on the plans. The pad will
be a minimum of 50 It long, 30 ft. wide and 6" deep of washed 1-2" stone.
4. All disturbed areas will be seeded within 30 days following construction in accordance with the
seeding schedule as shown on the plans.
Rye grass is not to be used as ground cover.
5. Temporary sediment control primarily will consist of a silt fence along the northemly property
line to prevent silt from leaving the site at the exiting ditch. Also inlet protection around all storm
drainage will be used. The proposed site sheet drains to the detetion facility which will act as a
temporary sediment basin such to detain all sediments leaving the site until a substantial ground
cover is obtained. This pond is to be cleaned as needed after every major land disturbing rainfall
event.
C. TIME SEQUENCE OF OPERATIONS
Construction sequence is as noted on the sedimentation and erosion control plan sheet.
Construction is planned to begin October 1998.

. if)
FINANCIAL RESPONSIBILITY/ OWNERSHIP FORM
SEDIMINTATION POLLUTION CONTROL ACT
No person may initiate a land -disturbing activity on one or more acres an covered by the Act before this form and an
acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality Section, N.C. Dept.
of Environment. Health, and Natural Resources. (Please type or print and, if question is not applicable, place N/A in the blank),
p �%L �1�I
D
!MAR 2 2 2001
LAND QUALITY SECTION
1 WASF!!NG TON REGIONAL OFFICE
Part A.
I. Project Name: Holiday Inn Express
2. Location of land -disturbing activity: County: Washington
City or Township Plymouth and Highway/Street : US Hwy 64
3. Approximate date land -disturbing activity will be commenced: October 1, 19'
4. Purpose of development (residential, commercial, industrial, etc.): commercial
5. Total acreage -disturbed or uncovered (including off -site borrow and waste areas): 3.23 AC
6. Amount of fee enclosed $ 160.
7. Has an erosion and sedimentation control plan been filed? Yes No
Enclosed X
8. Person to contact should sediment control issues arise during land -disturbing activity.
Name Fred Watkins Telephone [phone]
9 . Landowner(s) of Record (Use blank page to list additional owners):
Plymouth Hospitality LLC
Name(s)
Fred Watkins
Current Mailing Address Current Street Address
219 West 15t' Street
City State Zip
Washington NC 27889
10.
Part B.
I .
Recorded in Deed Book No. 370 Page No. 203
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank page to
list additional persons or firms):
Fred Watkins
Name ofPerson(s) or Firm(s)
719 West 15" Street
MailingAddress Street Address
Washington NC 27889
City State Zip City State Zip
974-0479
Telephone Telephone

2. (a) If the Financially Responsible Party in not a resident of North Carolina give name and street address of
a North Carolina Agent.
Name
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
(b) If the Financially Responsible Parry is a Partnership or other or person engaging in business
under an assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible
Party is a Corporation give name and street address of the Registered Agent.
Plymouth Hospitality, LLC
Name of
719 West 15" Street
Mailing Address Street Address
Washington NC 27889
City State Zip
974-0439
Telephone
City State Zip
Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me under oath.
(This form must be signed by -the financially responsible person if an individual or his attomey-in-fact or if not an
individual by an officer, director, partner, or registered agent with authority to execute instruments for the financially
responsible person). I agree to provide corrected information should there be any change in the information provided
herein.
Fred Watkins Farmer
Type or print name Title or Authority
Sigma Date
ir�cv yfl&(CA Jj 0e) I
I. dd.L a Notary Public of the State of North Carolina, hereby certify
that r,1 x. L4_ appeared personally before me this day
and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and, notarial seal, this ),Z day of %nf41 CPC .I99 ?Od I
Jy44 .J z-,( ; ,
Notary
Pfy Corm'ssio,. ExI:ire.Oz—nIrc:r .a, 20cn
My commission expires