SW8960701_HISTORICAL FILE_19960920

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 �&
DOC TYPE ❑ CURRENT PERMIT
❑lAPPROVED PLANS
>�HISTORICAL
FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE lelfg CeA2
YYYYMMDD

State of North Carolina
Department of Environment,
' ealth and Natural Resources 1
Division of Water Quality
James B. Hunt, Jr., Governor �® �® F1
Jonathan B. Howes, Secretary CC — H
A. Preston Howard, Jr., P.E., Director
September 20, 1996
i
_.l
Mr. Bob King
`t Bob King Auto Mall
5115 New Centre Drive
Wilmington, North Carolina 28403
_ Subject: Permit No. SW8 960701
Bob King Storage Facility
High Density Commercial Stormwater Project
New Hanover County
Dear Mr. King:
The Wilmington Regional Office received the Stormwater Management Permit Application for Bob King Storage Facility
on July 2, 1996, with final information on September 3, 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 960701 dated September 20, 1996, for the construction of the project, Bob King Storage
Facility.
This permit shall be effective from the date of issuance until September 20, 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.
i
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,,
Jim Bushardt, P.E.
Acting Regional Water Quality Supervisor
JBB/arl: S:\WQS\STORMWAT\PERMIT\960701.SEP
cc: Larry Sneeden, P.E.
Tony Roberts, New Hanover County Inspections
David Mayes, P.E., City of Wilmington
Beth Easley, New Hanover County Engineering
Linda Lewis
_
Wilmington Regional Office I
`Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

iState Stormwater Management Systems
Permit No. SW8 960701
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
1
PERMISSION IS HEREBY GRANTED TO
Bob King Auto Mall
Bob King Storage Facility
New Hanover County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 20, 2006 and shall be subject to the
following specified conditions and limitations:
1. 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 77,101
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 960701
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: Bob King Storage Facility
Permit Number: 960701
Location: New Hanover County
Applicant: Mr. Bob King
Mailing Address: Bob King Auto Mall
5115 New Centre Drive
Wilmington, North Carolina 28403
Application Date: July 2, 1996
Water Body Receiving Stormwater Runoff: Burnt Mill Creek
Classification of Water Body: "C Sw"
If Class SA, chloride sampling results: N/A
Pond Depth: 6 feet
Permanent Pool Elevation: 39 MSL
Total Impervious Surfaces Allowed: 77,101 square feet
Offsite Area entering Pond: 0 square feet
Green Area entering Pond: 32,670 square feet
Required Surface Area: 4,300 square feet
Provided Surface Area: 6,800 square feet
Required Storage Volume: 6,240 cubic feet
Provided Storage Volume: 6,727 cubic feet
Temporary Storage Elevation: 39.9 MSL
Controlling Orifice: V pipe
3

State Stormwater Management Systems
Permit No. SW8 960701
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.
7. 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.
H. 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 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.
3. 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.
4. 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.
4

State Stormwater Management Systems
Permit No. SW8 960701
i
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.
i
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).
j 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
1 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 20th day of September, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Pre0yHoward, Jr., P.E., Director
Divisio of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 960701
5

State Stormwater Management Systems
Permit No. Sw8 960701
1 Bob King Storage Facility
j Stormwater Permit No. SW8 960701
New Hanover County
Engineer's Certification
I, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
i
Signature
Registration Number
Date
6

STORMWATER MAINTENANCE SYSTEM
MAINTENANCE PROCEDURES
BOB KING AUTO MALL
CAR STORAGE FACILITY
A&K PROJECT NO. 96121 STO NI TER
1. RESPONSIBLE PARTY
n E C E D
A. The project will be built and maintained by: Iluunn��{{ I V E
Bob King Auto Mall JUL 011996
5115 New Centre Drive
Wilmington, NC 28403 PROD #_ �uS70l
910-799-3520
2. DETENTION POND AND COLLECTION SYSTEM
A. The detention pond will be checked after every major storm event to insure that the
outlet structure is working properly and is not clogged with debris. Remove any accumulated
sediment or debris. Any signs of erosion or deterioration of the pond side slopes or any other feature
must be repaired before the next storm event.
B. The depth of the pond will be checked every six months to determine the depth of the
permanent pool. The pond will be cleaned out when silt deposits reduce the depth of the permanent
pool below 4.50 feet. The side slopes of the pond shall be mowed as required to maintain a grass
height not to exceed 8 inches in height.
C. Collection basins and piping will be checked every six months and kept clear as
necessary.
3. CERTIFICATION
The owner will submit to the Department of Environment, Health and Natural Resources an
Engineer's Certificati that the tormwater facilities were constructed in accordance with approved
plans.
Bob Kine Owner date
NOTARY'S CERTIFICATION
State of "np4_{ h�n i n _County of :n tw 440v.ouM
1, is a vri . a Notary Public in and for the State and County
aforesaid, certify that i S. personally appeared before me this
day and acknowledged the due execution of the Ukegoing instrument.
WITNESS my hand and notarial seal, this the day of n I I Jl 1 1996.
My Commission Expires: —
Z � Notary Pu is
96121SMS

DIVISION OF ENVIRONMENTAL MANAGEMENT A&K 96121
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
1. Project Name Bob King Car Storage Facility
2. Location, directions to project (include County, Address, State Road) Attach map. New Hanover County,
5115 New Centre Drive, Wilmington, NC 28403
3. Owner's Name Bob King Phone [phone]
4. Owner's Mailing Address 5115 New Centre Drive
City Wilmington State NC Zip 28403
5. Application date 6/26/96 Fee enclosed $385.00
6. Nearest Receiving Stream UT Burnt Mill Creek Class c-sw
7. Project description A car storage facility is being constructed in the rear of the
existing site located on New Centre Drive.
I1. PERMIT INFORMATION
I. Permit No. (To be filled in by UHb)
2. Permit Type x New Renewal Modification (existing Permit No.)
3. Proj Type_ Low Density x Detention_ Infiltration Other_ Redevelop _ Gen'l _ D1r Cert
4. Other State/Federal Permits/Approvals Required (Cheek rypoprie2blah)
CAMA Major Sedimentation/Erosion Control x 404 Permit
III. BUILT UPON AREA (Pkue see HCAC 2H.10W tlw.1007 for eWicble demiry)imfu)
Drainage Drainage Breakdown of Impervious Area
Basin Basin (Pine®9ieee below ft dMW imperviwe w)
Classification C-SW Buildings
Allowable Impervious Area 75Co2� �32,931 Streets 0.06 AC
Total Project Area 2. 52 AC / 109,771. 20"SF Parking/SW 1. 71 AC
Proposed Impervious Area 1. 77 AC / 77, 101. 20 sF Other
% Impervious Area 70. 00 7 Totals 1. 77 AC
IV. STORMWATER TREATMENT (Dccibe how the rwoff wiD be beaeM
The stormwater will be treated in a wet detention pond designed to achieve 90%
TSS removal.

4W -
V. 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 for the type of project applied for.
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 covenant cannot be
changed or deleted without concurrence from the State, and that they will be recorded prior to the sale
of any lot.
VI. OWNER'S CERTIFICATION
1, Bob King, owner certify that the information included on this permit
(PI.."a arc. kr1y)
application form is correct, that the project will be constructed in conformance with the approved
plans, that the deed restrictions will be recorded with all required permit conditions, and that to the
best of my knowledge, the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the belo named person or firm to submit stormwater plans on my behalf.
O / u nt SignatuiPt and Tie Date
VII. AGENT AUTHORIZATION (munanoor.+r).mn)
Person or firm name Andrew & Kuske Consulting Engineers, Inc.
Mailing Address 202 North Fifth Avenue
City Wilmington State NC Zip 28401 Phone [phone]
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO/Central Files
Office use only
ST0o1 aulV1 TER
D E C E I V E
JUL 011996 D
PROJ.ri

DJohn R. Andrew, P.E.
Andrew & Kuske SEP 0 3 1996 J. A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
August 30 , 1996
NC DEHNR/Division of Environmental Management
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Bob King Car Storage Facility
SW8 960701
A&K Project No. 96121
Dear Linda:
Enclosed are three revised plan sheets for the subject project.
These plans reflect your comments of July 26 , 1996 . Please let
us know if you need additional information.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
C. Lawrence Sneeden, Jr. , P.E.
CLS/sbs
enclosures: 3 copies of sheet C1
cc: Bob King
%121
202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone: [phone] Facsimile: 910/343-9604

n a.SrA1Ey
V /cam
Statetf North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION - Secretary
July 26, 1996
Mr. Phil Norris, P.E.
Andrew and Kuske Engineers
202 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960701
Bob King Car Storage Facility
New Hanover County
Dear Mr. Norris:
The Wilmington Regional Office received a Stormwater Management Permit Application for Bob
King Car Storage Facility on July 1, 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. The project has not been located on the vicinity map. The roads shown on the vicinity map
are not shown on the plans.
2. The weir elevations on the outlet structure detail have not been listed.
3. Please delineate and label the 39.9 contour instead of the 40.
4. Provide a pond section detail indicating forebay depth, pond side slopes above and below the
permanent pool, vegetated shelf location, elevations, and 6:1 slope.
127 Cardinal Drive Extension, Wilmington, N.C.28405-3845 •Telephone [phone]• Fax [phone]
An Equal Opportunity Affirmative Action Employer --

Mr. Norris
July 26, 1996
Stormwater Project No. SW8 960701
----------------------------------------------
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 August 26, 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\960701.JUL
cc: Linda Lewis
Central Files
2 --

Date/ Design Andrew and Kuske Sheet
202 N. Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of
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ESTIMATION OF STONE SIZE AND
DIMENSIONS FOR CULVERT APRONS
Slip I> Eallntals Aar wloclly Vo of culverl or
paved channel outlet.
2 Step 2> For pipe culvuls Do Is dlomslar,
. 1 For pipe arch, arch and bow culverts and
AI
paved chonnsl "Usls, 00 - Ao. •here
- -- - - - I- - - - - / - - � "au asellonol woo 0f Aowal outlet.20 ' 1
a For multiple urlrule, arse D 1.23 ■ D o
1 I al Ongle culvert.
V) I
_ _ _ _ —I_ _ _ _ _ _ L _ _ _ _ 1 _ _ .
Ill — - - , I I Slip ]> Far apron gradsi of 107( of steeper, aria
,o S f]_ , I 1 Is Comm andollona for nest higher Ions
r I 15 I l 1 (zones I Lhni 6)
w Ll-
I 51 I I
' -'- - - -7- - L - - - - 1 - -
' tLENG.Tli
Z 1 ' —T— —I— w
' z APRON MATERIAL- r - � r 1 , 1 I5 I stop. FYllnq (r4+e)>01
2 Slons Filling (Light)
_ _ _I_ _ _ _ _ _ e ] Slone Filling (medium) 1 a D o
I I I ' -- lY • O o
1 stone Mina (Ileary) 1 • D 0
5 Slone Filling (heavy) S • D o 10 e D a
p 5 10 15 20 25 -- 6 . D a 12 . D
6 Stone Filling (Ileavy) a
I N F T, g
p Speclol iludy required (energy dalare, eliling bazln
or lorgar hlp
.Ions ilia.)
SOURCE BANKS AND CHANNEL LINING PROCEEDURES,
N.Y.D.O.T., DIVISION OF DESIGN AND CONSTRUCTION, 1971

Andrew & Kuske John R. Andrew, P.E.
CONSULTING ENGINEERS, INC. J. A. Kuske, P.E.J. Phillip Norris, P. E.
202 North' Fifth Avenue Telephone: [phone]
Wilmington, NC 28401 Facsimile: 910/343-9604
LETTER OF TRANSMITTAL
To: c D E—W n Date: Job No.:,1 �
Attention: �,. �CW�S Subject: ;!�/� Una
WE ARE
„„SENDING YOU p�ATTACHED FAX TRANSMITTAL. NUMBER OF PAGES
VIA IVY ( ) UNDER SEPARATE COVER INCLUDING THIS TRANSMITTAL
( ) Shop Drawings (I Prints ( I Tracings Call 910/343-9653 if you have any
(] Specifications () Disks (] Copy of Letter difficulty receiving this message
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED AS CHECKED BELOW:
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