SW8950613_HISTORICAL FILE_19961003

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8��
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 3, 1996
Mr. Michael L. Prevatte, Vice -President
Wilmington Development Company
4505 Market Street
Wilmington, North Carolina 28405
Q��
EDIEHNFi
Subject: Permit No. SW8 950613 Modification
Sleep Inn Motel
High Density Commercial Stormwater Project
New Hanover County
Dear Mr. Prevatte:
The Wilmington Regional Office received a modification to the Stormwater Management Permit Application for the Sleep
Inn Motel on August 8, 1996, with final information on October 2, 1996. Staff review 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. SW8 950613 Modification dated October 3, 1996, for the construction of the
project, Sleep Inn Motel. The modification includes the routing of the pool water discharge line into the pond.
This permit shall be effective from the date of issuance until October 3, 2006, 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
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
V)-lcV__
1— C lZ Jim Bushardt, P.E.
Acting Regional Water Quality Supervisor
JBB/arl: S:\WQS\STORMWAT\PERMIT\950613.00T
cc: John Kuske
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 950613 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH 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
IS HEREBY GRANTED TO
Wilmington Development Company
Sleep Inn Motel
New Hanover County
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 October 3, 2006 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 3 of
this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 81,000
square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

State Stormwater Management Systems
Permit No. SW8 950613 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Sleep Inn Motel
Permit Number:
950613 Modification
Location:
New Hanover County
Applicant:
Mr. Michael L. Prevatte, Vice -President
Mailing Address:
Wilmington Development Company
4505 Market Street
Wilmington, North Carolina 28405
Application Date:
August 8, 1996
Water Body Receiving Stormwater Runoff:
Spring Branch
Classification of Water Body:
"C Sw"
If Class SA, chloride sampling results:
N/A
Pond Depth:
5 feet
Permanent Pool Elevation:
30 MSL
Total Impervious Surfaces Allowed:
81,000 square feet
Offsite Area entering Pond:
N/A
Green Area entering Pond:
68,000 square feet
Required Surface Area:
5,735 square feet
Provided Surface Area:
6,744 square feet
Required Storage Volume:
7,601 cubic feet
Provided Storage Volume:
8,370 cubic feet
Temporary Storage Elevation:
31.1 MSL
Controlling Orifice:
1.5" pipe
3

State Stormwater Management Systems
Permit No. SW8 950613 Modification
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved
plans.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
6. 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
permit.
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
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 it's entirety, vegetated and operational for
it's intended use prior to the construction of any built -upon surface 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 permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be
followed in it's 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.
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.
g. Access to the outlet structure must be available at all times.
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.
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.

State Stormwater Management Systems
Permit No. SW8 950613 Modification
5. 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.
6. 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.
7. The pool water discharge line shall only be used during dry periods, or when sufficient storage volume exists in
the pond (ie., the water level is at or below the orifice) and rain is not anticipated for at least 2 days.
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 permittee grants DEHNR Staff permission to enter the property for the purpose of inspecting all components
of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 3rd day of October, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t-1-CC- IL ��l' iC �—
t--o tz.A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 950613 Modification

State Stormwater Management Systems
Permit No. SW8 950613 Modification
Sleep Inn Motel
Stormwater Permit No. SW8 950613 Modification
New Hanover County
Engineer's Certification
1, , 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 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

R
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
August 29, 1996
Mr. John Kuske, III
Andrew and Kuske
202 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDMONAL INFORMATION
Stormwater Project No. SW8 950613 Modification
Sleep Inn Motel
Onslow County
Dear Mr. Kuske:
The Wilmington Regional Office received a modification to the Stormwater Management Permit
Application for the Sleep Inn Motel on August 8, 1996. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. While the 1.5" orifice may draw down the new total required volume, the required volume
cannot be provided until the top of the outlet structure is raised by about 6".
2. Since the pond volume must be adjusted, provide revised calculations and outlet structure
details indicating the revised top of structure.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Oppormnity Affirmative Action Employer

John Kuske
Stormwater Project No. SW8 950613
August 29, 1996
Ir
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to September 29, 1996, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\950613.AUG
cc: Linda Lewis
Central Files

Andrew & Kuske
CONSULTING ENGINEERS, INC.
August 5, 1996
Ms. Linda Lewis, Environmental Engineer
NC DEHNR/Division of Environmental Management
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Sleep Inn Motel
New Hanover County, NC
Modification to Stormwater Project No. SW8 950613
A&K Project No. 94263
Dear Ms. Lewis:
Tp— (77 � 1
AUG ri 1�
John R. Andrew, P.E.
J. A. Kuske, P.E.
J. Phillip Norris, P.E.
Enclosed are three sets of revised plans for the subject project, calculations, and a $385.00
check for the processing fee. Please note that the owner has added a pool house with a 4"
discharge line which will connect to an existing yard inlet. Per our conversation, the attached
calculations show that the existing 1.5" normal pool orifice is sufficient to draw down the
pond storage volume and the pool volume in approximately 3 days.
Please review this information for approval and contact us with any questions or comments
you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
John A. Kuske, III
Project Engineer
JAKIII:jjs
enclosures
cc: Brian Prevatte/Wilmington Development Company, Inc
(With plans & calculations)
94263-LI,
E C E I V E D
AUG 0, 81996
PROJ k�jlZO q'�Ly-po
202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone: [phone] Facsimile: 910/343-9604

DoteN Design IAndrew and Kuske Sheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of
Check Job ST�9 TE For Job No.
scE�/� /N/J 94�63
sro.�.�N.r�rc lit��Jn+
STo/Li-9[✓/1`-TE.� CilG��iC?77o�.1'
_SLEEK rivn/� MAt-/�.ET ST.
, n, n.,,.
CARO
E
11966
�f 'F*GIN���
E C E I V E D
AUG 0 81996
PROJ % W ��'�

C-oo�
Date, Design Andrew and Kuske Flheet202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N C. 28401 OfCheck Job�`T� For o.
i4.eE9 /S%<%.G 9GE CifGc �t rJ7o�/S
S 7 3 f. Z 9
Sr•2i?cE /�-LE/i ORae idEp i¢T
/(/O�rl?c A-'tX
= /o 8Z5 cr z
TfiE J c�.Cf-, �9.«1f PG�eiiOEJ �f� n/o c�itc Pc��
EXLcE� Tiff .lv/F'1�E /1KE? R�Ov/.QED o� o
�STO.L/jGE CiiCtti�y-Tlo .`/
'NEED 70 BE i¢DGE To-rTd�GE 7883 FT J ['ETL✓E Ems/
N" O/ �'>t ,oaoG i}+✓G FG o00 F+x�C � / -sT /�vo-%/
Sv/E�lLE ipe,Ey �TF� aoQ PSG �3 /. /o) = e4 58 Fr z
S� c�9cE i�2f_� i1T NaL�itc P�oc C3o. a-) = 68ZSFr z
z
TbT/Jc S7bCy-vE .eEOc� /R El = %� g ? FT
� 7aT9L = 94 Z % FT 3
.. Ti/.E S7n.�9�f PiCuv/Uc d EXCEEdf T/s� _S7'-�/?cir
ri/jJEZ)
/ o Fao .•� ifvro c -rOo J
S/Z E 0�7Z ET Pi/E i¢T Now r'l y-L Po o� (30, oo )
81f27 FT 3
Zd�Y .6 � _ /7z gcdsEc For 84Z7�cr�
Cv Z� h
7Td Z = 84Z7// 72--, r"
g
4— O. /3/9 ,/ /' S8'/
'� !/.fE y /. S �� /NNE.< d/iy/,E.7�.0 O[iTLE%PiioF iFiv✓ Tiia� /�cr/�
!v/cc d.�?�-/doc✓.�/ ��/ i9l�i�.CoS��'7�7Tfc y Z - O-91.f.

Date • Design Andrew and Kuske Sheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 / Of Z
Check Job For Job No.
S
'ey'P 771E /.looc STacry
/lb�/✓.E 7t� �coC �J+�E�. ¢
/Yy7�<C./ L✓/G L .G �<./ �.ccj.+� Tif-� �dicG G-//!,�2
�.Cllh'�9�GE �C/i7� 7L� ifiV EX/J77n�c
/n/c,ET �lJT?of-��T 7D 7�1� <�ovc �yo r�.lc
� CiYE_c.e /F 7�f� Es�iji7,.�G 1JiCAvoo�._J
/%✓D 7Js� �OOUC 4iec v-- 7 E '6' / TiYE EOc�v re: o
CifCcvG ?"<Z f�oL r/oc v�7Lr ,
L1E.oT7! = 3 � 70 to - ✓fK/Pf G iti<fA.o t y
(o '
�4VE�9� Oc �� = 3 t 6 ' c
Z
/�oND ST�G//GE VoG�ir/E c g7Z7 FT 3
� ToT?L Pc�/•c� S7��PY,! _ // 3 5L3 fT 3
SEE O.G/G/ti//JL L/iGG(/G /)'-TJc«J�%

Date- Design Andrew and Kuske Sheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. w,imington. N C 28401 z Of Z
Check Job For Job No.
S7orcrlc.lifTF.G t?GG c.r i9Tl.,•� .-GEE 1� //.iN -7-11Z6 3
Lh�EG/L NoiC�"/� ,000c O.C/FiG
�: T/t� E�,cf77-.�� /. S " /. D . D�TL6T �� �tr✓�
77Me Ae2•-143 z J�Jy1
� 8gz-7,c7-7J
C/tfG 7a
/O , Ov7ZE7I
r7b2 �G ✓oc �, ,L 8 -PC Z "7 FT J ✓ 0 721�
�Uo C C/o G � � ,� �Z 9/G FT j J //./ Z - S �✓?'sc/
T<</ 3 U�y D c�9�✓oo�n/ = Z S.2 Zo0 S�co.✓pf
4-
2-70 z) 6o, STD
a = o. /zg9 / / /. So ."
o c/�iG� /1 S��F/c/F•�s— T6 J2��✓ />ou.-�
Xlf -