SW8030508_CURRENT PERMIT_20030801

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Y�X/�fKU P�
DOC TYPE
� CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DDC DATE
�yJ'jv�I
YYYYMMDD

•� o f WArr9 Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P.E.,Director
p -r Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 1, 2003
Mr. Rick Noyes, Owner
Naves Holdings Company, LLC
6620 Market Street
Wilmington, NC 28405
Subject: Permit No. SW8 030508
Carolina Coast Harley Davidson
High Density Stormwater Project
Onslow County
Dear Mr. Noyes:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Carolina Coast Harley Davidson on July 1, 2003. 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 030508
dated August 1, 2003, for the construction of Carolina Coast Harley Davidson.
This permit shall be effective from the date of issuance until August 1, 2013, 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.
If you have any questions, or need additional information concerning this matter; please contact
Laurie Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:Ism S:\NAIQS\STORMWAT\PERMIT\030508.julyO3
Howard Resnik. P.E.
Danny Bryan, City of Jacksonville Building Inspections
Laurie Munn
Wilmington Regional Office
Central Files
V,VFN. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service '
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] tJcl MR

State Stormwater Management System s
Permit No. SW8 030508
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Noyes Holdings Company, LLC
Carolina Coast Harley Davidson
Onslow County
FOR THE
construction, operation and maintenance of a wet 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 August 1, 2013, and shall be subject
to the following specified conditions and limitations:
L DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 325,708 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to 214,780 square feet.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 030508
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, sq. ft.:
Offsite, sq. ft.:
Total Impervious Surfaces, sq. ft.:
Future Development Area 1, sq. ft:
Future Development Area 2, sq. ft:
Future Development Area 3, sq. ft:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, sq. ft.-.
Permitted Storage Volume, cubic ft.:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Total Permitted Forebay Volume, cubic ft.
Forebay I Volume, cubic ft:
Forebay 2 Volume, cubic ft:
Carolina Coast Harley Davidson
SW8 030508
Onslow County
Mr. Rick Noyes, Owner
Noyes Holdings Company, LLC
6620 Market Street
Wilmington, NC 28405
July 1, 2003
Tank Creek I White Oak
WOK 02 19-17-5
"C NSW"
8.79
383,186
none
32 5,708including future development
88,060
66,727
59,993
6
90% (no filter is required)
21.0
19,616@Permanent Pool
29,726
22.4
2.0" � (drawdown in 2-5 days)
17,672
10,126
7,546
91

State Stormwater Management Systems
Permit No. SW8 030508
II. SCHEDULE OF COMPLIANCE
l . 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 surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
C. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times..
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the siormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Upon completion of construction, prior to the issuance of a Certificate of Occupancy for
any facilities on this tract, including existing facilities, 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. A modification may be required for those deviations.
8. No Certificate of Occupancy shall be issued for any facility on the tract, including
existing facilities, prior to the completion of construction and certification of the
stormwater system.
9. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change. '
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
4

State Stormwater Management Systems
Permit No. SW8 030508
Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
11. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
12. 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.
13. At Ieast 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the pennittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
14. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
15. 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 pennittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
16. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stonmwater
facilities without first applying for and receiving a permit. modification.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, 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. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
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

State Stormwater Management Systems
Permit No. SWS 030508
The permittee Grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
b. 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion' and Sediment
Control Planning and Design Manual.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the I st day of August, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
J� Division of Water Quality
By Authority of the Environmental Management Commission
no

State Stormwater Management Systems
Permit No. SW8 030508
Carolina Coast Harley Davidson
Stormwater Permit No. SW8 030508
Onslow County
Designer's Certification
I, , as a duly registered
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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification: _.
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 0305u8'
Certification Requirements:
l . The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3: All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
b. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. .The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
.11. Required drawdown devices are correctly sized -per the approved plans.
.12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
I4. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
E.

f I
11 Dare Received I Fee Paid I Permit Number CI
So
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
G t:an IdlA 0, S Coo G
2. Print Owner/��Siigning Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
6e,>zo P1 ck St
City: 4Z %ltii� n� _ State: %UG zip. -
Telephone Number: (_3/ D ) 791 - t9 93 7 - _ -- —
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance,, agreements, etc.):
(5a T d 1 !2 Ru Chit, c f" / Y dr �� �c1 ✓� c�S d r► ^
5. Location of Project (street address):
City: Jg6k sC"' W; // - County: OAS I o w
6. Directions to project (from nearest major intersection):
7. Latitude: --34-'¢1 'Z- " _T Longitude: I Z 'Z 9 '4-3 '' of project
8. Contact person who can answer questions about the project:
Name:_ Zck No ire s Telephone Number: ( 0/0 ) 79i 903 7 W
II. PERMIT INFORMATION:
-, 1. Specify whether project is (check one): New Renewal Modification
Form SWU-1Q1 Version 3.99 Page 1 of 4

•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)_
3. Specify the type of project (check one):
Low Density _ A High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
�CAMA Major X Sedimentation/Erosion Control _404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
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.
5-149 af?-- r to be- Wr. 40 a.i c( +r'"-tee �s _= s�/,?r►h w� ter
1-
�o N��
//fss r •tu 1kJlHd L�
2. Stormwater runoff from this project drains to the ( 13i fG 04 River basin.
3. Total Project Area: 9, %3 acres
5. How many drainage areas does the project have?
4. Project Built Upon Area: e ,s� %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
9.a .Y,i NY:.�u^GM L'.TfG? .. ICY. 2'�� 3...� F R
ky.✓iw�,'J l%�.r��''9l'r .Yi! ... '£� a4'�. ' �k> . , i�.:L� M
,��' �A i%Vi f '�#kdV�i +� i"'
Receiving Stream Name
a '- e, k
Receiving Stream Class
Drainage Area
3 63 3 /6 g, 7-9 ,c _
Impervious* Area
730 O, 7 aG
.Existing
im ervious"Area
Z5Z,979sP ff 73,0
.Proposed
% Impervious* Area (total)
I I e S ��>o
i'.�i1tY`t> S'Y Y.�k" S
erVlptl3 5tfaeeArea
J:-...._....... ..., .+. .. i ...... .., r:'
.
VEX "9rr,',. ':rA4'.w:3, r:F' b' y
IIit2Eg9ArLa
.:...
+ywRytiif'9udy#
"Irallage i�xea2
On -site Buildings
On -site Streets fa r k n
8. 61 C2s 3.5' aC
On -site '�rldFe- 64rb;, .
7 �S3 s 0,1 c
On -site Sidewalks
Other on -site (D` J)
(0,01 ac
ru er. loos
Z 14-7 eO s` - (4,33 Ee-
S t
Total: 3 Z 5" 708 sf 7 ¢ uG
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
,e-11
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. SwaIes shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. BuiIt-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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.
V. SUPPLEMENT FORMS.
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
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 Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form 11.1z'.
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) P, f- -
• Detailed narrative description of stormwater treatment/management k,12 .
• Two copies of plans and specifications, including: ,
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale.
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): AAA 0 k/ar Dkl; F P1A.
Mailing Address:
City: % hm hn4, State: Ne- Zip: Z
Phone: (. f /Q —)
VIII. APPLICANT'S CERTIFICATION
Fax: ( JI o ) 3 ¢ 3 ` 9941/ _
I, (print or type name of person listed in General Information, item 2) K is k ,, ve5
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cove is will be reco ed, d that the proposed project complies with the requirements of 15A
NCAC 2H .1000. i
Date: Si s�a3
Fonn SWU-101 Version 3.99 Page 4 of 4

Permit No.D
(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 far use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: Caro l 'A. Cpasfi r-/e4 Ija
Contact Person: 911 c, k y es Phone Number: (-2Io L721 - 003 7
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation
1 S10
ft.
(floor of the basin)
1 Permanent Pool Elevation
z t, o
ft.
(elevation of the orifice)
Temporary Pool Elevation
-zz. 4-
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area ! /6 _
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
Q 7D
ac.
(on -site and off -site drainage to the basin)
Impervious Area
74.8
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
09, 3 Z 8 cu. ft. (combined volume of main basin and forebay)
7-9, 7z4r cu. ft. (volume detained above the permanent pool)
cu. ft. (approximately 20% of total volume)
9 7f3 (surface area to drainage area ratio from DWQ table)
Z. U in. (2 to 5 day temporary pool draw -down required)
<< Q in.
9G % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SAMA 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 noni-'"
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BNV manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 211.1008.
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.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
(2. c. The temporary pool controls runoff from the design storm event.
12 , d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
�. g. The basics side slopes above the permanent pool are no steeper than 3:1.
[r12 . _ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
_l�R • _ i. Vegetative cover above the permanent pool elevation is specified.
— _Jq-ij. A trash rack or similar device is provided for both the overflow and orifice.
rZ�ic rwNpok. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
• m. A mechanism is specified which will drain the basin for maintenance or an emergency.
I� f Ar'{�i.�J�G fJ.,e..��7 �io lOer kSCa` ^�ri dr-ai� pc�✓lc( ran ca S<- cT' educl'gc:...�/
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does Noes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
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, snow 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 4 . ' 0 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3, 00 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 7— le a
Sediment Re oval El. I8, 0 75
-------------- -- Sediment Removal Elevation %�, 75%
Bottom Ele atioa _�7 0 %-----------------------�--_-----__- ----------- ------
Bottom Elevation i. D 25%
FOREBAY
MAIN POND
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.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the 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: R' c 1<o
Title: Oca n e.r
Address: E'6 Z O
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.
I2aa Y 1 �1�i rT-CQ S , a Notary Publiq for the State of NO t-�" C-0.1rD I t Vict. ,
County of �t� ,V CIE J , do hereby certify that e'%lO�IrC�
personally appeared before me this — �J - day of w�G--Q 00� , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My conunission expires 1 Q- 2,3 `?_LNO (o
Form SWU-102 Rev 3.99 Page 4 of 4

November 15, 2006
Richard Noyes
6620 Market Street
Wilmington, NC 28405
Michael f. hasley, Governor
'`William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWO FILE COPY
Subject: PROJECT RETURN
Stormwater Project No. SW8 030508
Carolina Coast Harley Davidson -Jacksonville
Onslow County
Dear Mr. Noyes:
A Plan Revision for the Stormwater Management Permit Application, was received by the
Division on March 8, 2006. The plan revision'was for the development of a tract as a
motorcycle training course. The built -upon area for the tract was included in the permit issued
to you on August 1, 2003. However, prior to approving the training course plans, the Division
requested that you provide the Designer's Certification for the project. The Division requested
that the Designer's Certification be provided on two previous occasions, June 14, 2004, and
December 14, 2004.
An email dated June 26, 2006, from your consultant, David Brown, with Hanover Design
Services, indicated that the Designer's Certification would be submitted in early July of 2006.
As of this date, the Designer's Certification has not been received. Per the requirements of
Section .1009 (c) of the Stormwater Management Rules, this Office is hereby returning the
subject application as incomplete. Please feel free to resubmit the Plan Revision along with the
Designer's Certification in the future.
By copy of this letter to the Onslow County Building Inspections Department, this office is
requesting that they consider withholding any building permits or Certificates of Occupancy for
the Training Course until the Designer's Certification is submitted and the plan can be
approved.
If you have any questions concerning this matter, please contact Linda Lewis or me at (910)
796-7215.
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:1WQSISTORMWATERIRETURN1030508.nov06
cc: David Brown, Hanover Design Services
Onslow County Inspections
Linda Lewis
Wilmington Regional Office One
Central Files No hCaolina
plurally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
(Wilmington Regional Office Internet: www.newaterquality.org Fax [phone]
An Equal OpportunitylAtfirmative Action Employer — 50% Recycled110% Post Consumer Paper

Michael F. Casey, Governor
W a
William G. Ross Jr., Secretary
North Carolina Department of Environment and Mural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 27, 2006
Mr. Rick Noyes
Noyes Holdings Company, LLC
6620 Market Street
Wilmington, NC 28405
Subject: Returned Application & Check
Carolina Coast Harley Davidson -Jacksonville
Stormwater Project No. SW8 030508
Onslow County
Dear Mr. Noyes:
On March 8, 2006, the Division received a modified Stormwater Management Permit
Application for the development of the Future Development Area #1, (FDA #1) as identified in
the permit issued to you on August 1, 2003. Along with the application and plans, check
number 3494, in the amount of $420.00, was also submitted..
It is my understanding from your consultant that you will retain ownership of FDA #1, therefore,
it has been determined that this is a plan revision which will not require the $420.00 application
fee. The check is being returned to Hanover Design Services with their copy of this letter. If
you will not retain ownership of FDA #1, please be reminded that prior to the sale or lease of
FDA #1, you will need to submit a permit modification for SW8 030508 to require deed
restrictions regarding the limitation of the built -upon area, among other conditions. In addition,
the new owner of FDA #1 will need to submit for a separate offsite stormwater permit to the
Division.
The plan revision will be reviewed prior to May 18, 2006, and you will be notified prior to that
date if any additional information is required. If you have any questions, please do not hesitate
to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer ll
ENBlarl. S:IWQSISTORMWATILETTERS120061030508.mar06
cc: David Brown, PE, Hanover Design Services
Linda Lewis One
NotthCaro[ina
✓1 allArv%ly
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 29405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterguahty,org Fax (1i10) 350-2004 1-87 7-623-048
An Equal OpportunitylAffirmaLve Acton Employer — 50% Recycled110% Post Consumer Paper

ra
�5 51 J i _ � �Sk � l� _�: �t ,'t✓`i.� i,V �? u`. r�� _OF1'll���'.11.]E'�iVlr�L..3 �iJ � ��� ,. t� t�d�p !.. � r.�Es3 11 .y,
Date Received
Fee Paid
Permit Number
D -
�J
lU .
State of North Carolina
7 Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
/ This form may be photocopied for use as an original
I. GENERAL INFORMATION
1, Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. ,Mailing Address for person listed in item 2 above:
State: Akf Zip:
Telephone Number:
4, Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance
maintenance agreements,, etc.):
5. Location of Project (street address):
City: �Sr✓f�/�f%'_ County:_ ✓"ZA`/
" U
6. Directions to project (from nearest major intersection):
7. Latitude:Zr '7;/ �� Longitude:'77 tfJ _--....__. _ of project
8. Contact person who can answer questions about the project:
Name: /'''i} Telephone Number:
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
New Renewal V/ Modification
Form SWU-101 Version 3,99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit. list the
existing permit number 12Yy Oyy�I50f� _ �_ and its issue date (if known) ��;��1 �IJVj
3. Specify the type of project (check one):
Low Density � High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks).
CAMA Major kzSedimentation/Erosion Control �404/401 Permit NPDES Storrnwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how storrnwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
?
3r�6f �, '._l ' ' > / ; .ter
2, Stormwater runoff from this project drains to the e�11 � River basin.
3. Total Project Area: 0: %� acres
5. How many drainage areas does the project have? /
4. Project Built Upon Area: -19 _ %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Qasiri Information,ti
Drainage A�eaal y' , ,
Drainage:Area 2;:�Qg
Receiving Stream Name
Receiving Stream Class
r'
Drainage Area
%
Existing Impervious* Area
Proposed Impervious*Area
�� ! "� (rj - ( ] e
% Impervious* Area (total)
5
Imp vi6us �Surtace Area z; . ,
„'3 Drainage rea11 x ;
,N, x r zxDfarnage;sArea 2 g � ,
On -site Buildings
j/ IG7 5F t 0• C> 4,I
On site Streets
j,
On -site Parking
C_ ^ n. / % oc
On -site Sidewalks
G 'Sf 0,0Z oc
Other on -site
7223 cF D. n/ Qr'
Off -site
F /J/70d Sf cf ,.
Total:3Z5 7C1i?s; 7. V0 q,�
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidevvalks, gravel areas, etc.
Forrn SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size arid the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may net be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction. .
5. All•permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable iterns required above, 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, ar►d that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BIMP specified for this project. Contact the Stormwater and Ceneral Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Sr:pplernent
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 Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate thatyou have provided the following required information by initialing in the spaceprovided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form n33
• One copy of the applicable Supplement Form(s) for each BMP �WO
• Permit application processing fee of S420 (payable to NCDENR) ,3fB _
• Detailed narrative description of stormwater treatment/management 2)i''
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City: ���/fi^/ i r State: Zip: C-
Phone: Fax:
Vill. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information. item 2J — /f/ jjJ�',
certify that the information included on this permit application form is, to the best Umy knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Signatu
Date: 5 7
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to he provided ht, DPVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED O F-SITE'rRCATMENT SYSTEMS
This form may be photocopied for use as an original
DWD Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stormwater treatment systems, and plans and specifications showing all Stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Name
Contact Person: if r ; 6J Phone Number. (q l())
Is all drainage from the project directed to the off -site system? (circle one): C es No
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No.
Project Name: ( L7121/f11?%2'7Z- 4&Z6' 1`,2 `_ ?Z;-
r�
Type of System (wet pond, infiltration basin, etc.):
Lot No. (if part of a subdivision):
Flow much'built upon area draining to the permitted treatment system has been allocated to this project?_
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following 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. ]fa requirement has not been met, attach justification.
Form SWU-106 Ver 3.99 Page 1 of 2

Applicants Initials
i_• a. Deed restrictions limiting the built -upon area on the site have been recorded.
b. Engineers certification for the existing off -site system has been submitted to DWQ.
c. There are no outstanding Notices of Violation for the off -site system.
D133 d. Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of Swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be .
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five 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 and Title:
Address:
Phone: �///.I /-� ?z Date: � � 0
Signature:
Note: The kgally responsible party should riot be a homeowners association unless more than SO% of the lots have been sold and a
resident of the .subdivision has been named the president.
t! r uo� f 0, 161OIBZE L y )e06i/-)dCounty of f
1, , a�Njatar Public for the 51ate of✓�d � f t`i` �3� /
z /V �� Dt_ do hereby certify that /G Z MHI'c 0 ✓ 0 es personally appeared before me this _
day of %Y�ir} , and acknow1cdge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
SEAL My commission expires -? /T/' /?— 0 /0
Form SWiJ-loft Rev 3.99 Page 2 of 2

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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
D � C
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
City /' -tLa) State: /V,/, Zip: 7"040s,
Telephone Number: 9l 0.907
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City: County s.Q/
6. Directions to project (from nearest major intersection):
7
Latitude:_ 3 m ' Z5 "° Longitude: :Z -1 ' Z 8 '4-3 " -_ of project
8. Contact person who can answer questions about the project:
Name: 7ic(,c _Moves Telephone Number 010 -791— 90-9 -7
IL PERMIT INFORMATION:
1. Specify whether project is (check one): K New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being subnlitted as the result of a renewal or modification to an existing peralitir list the
existing permit number --- and its issue date (if known)_?A
3. Specify the type of project (check one):
Low Density __X _High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_,_,LAMA Major Sedimentation/Erosion Control _404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-M-623-6746.
III. PROJECT INFORMATION
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 .
s fd ba Wnetad 4o air~
2. Stormwater runoff from "project drains to the ®t k River basin.
3. Total Project Area: 194 `7-5 --acres
-acres
5. How many drainage area does the project have? a
4. Project Built Upon Area: %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
,f
On -site Buildings
On -site Streets Pa
On -site's Casr�I� .3.s'P- O
On -site Sidewalks 9. ,- s-F A O Z a c
Other on -site � a� D 1 aC
. .sits. �„ ✓,o z e � 7 BO s4 . 33 z -
Total: 3 2r � ' 706 sf 7 4B aG Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
r7
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than squarefeet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
,►-_ integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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.
V. SUPPLEMENT FORMS.
The applicable state stormwat�r management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at (919) 733-SM for the
status and availability of these foams.
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 Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SW-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing 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
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including-
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale-
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required) ;.
VII- AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): P�
Mailing Address:_ - - _ � �`� _ LJO , ,t � -
City: 6v, _ _. State: - ialG - --r Zip: Z le_�& -
Phone: - 0 Z-
VUL APPLICANT'S CERTIFICATION
Fax: o
1, (print or type name of person listed in General Information, item 2) 9 ;Ck �,0"' � _
certify that the information included on this permit application form is, to the best W my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covep�nts will be reco d that the proposed project complies with the requirements of 15A
NCAC 2H .1000. / / r
Date: O
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
'"ram Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, -a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: C-ang lo;►o, (,A2&kt ffarte�
Contact Person: y e _ _ Phone Number: (�9/0 3— — .905 .% _
For projects with multiple basins, specify which basin this worksheet applies to: _ !
elevations
Basin Bottom Elevation I 6710 ft.
Permanent Pool Elevation Z: A. 0 ft.
Temporary Pool Elevation z-r-• 4- ft.
areas
Permanent Pool Surface Area' 16 sq. ft.
Drainage Area JR._79 ac.
Impervious Area - 74-6 ac.
(Moor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(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)
volumes
Permanent Pool Volume ZS cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume Z9. 7Z4r cu. ft. (volume detained above the permanent pool)
Forebay Volume 1 "7z -7-T-Z cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA1, (surface area to drainage area ratio from DWQ table)
Diameter of Orifice Z. ® in. (2 to 5 day temporary pool draw -down required)
Design Rainfall b 0 in.
'—"Design TSS Removal 2 .90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnote:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool siring should be computed based upon the
actual impervious % and permanent pool depth. Linear 'interpolation should be employed to determine the correct value for noni--
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) 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.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
_ b. The forebay volume is approximately equal to 20% of the basin volume.
jrf. c. The temporary pool controls runoff from the design storm event.
9, _ d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive now
calculations)
,¢ -LP . f. The basin length to width ratio is greater than 3:1.
9. _ g. The basin side slopes above the permanent pool are no steeper than 3:1.
_._ Wo? _ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
la _ i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
-rd� ��c &KWOk. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
i m. A mechanism is specified which will drain the basin for maintenance or an emergency.
-Wo VV'-'kk p,4�.10 4* loe- td5ee( e—e>��..C� .
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does not 'incorporate a vegetated filter at the outlet.
This system (check one) 0 does �oes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

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 1 depth reads 4
1
pe pool p iic feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3. 00 feet in the forebay, the sediment shall be removed.
Sediment
Bottom
El. 19,®
on
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation Z 4 0
Sediment Removal Elevation
Bottom Elevation �$�
MAIN POND
75%
25%
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.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the 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: T; ; c 14 No Lr
Title: �cNva�rr
Effirm,i!.1.I r
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.
co S, a Notary Public for the State of No rNn Cam i t Vnq.
County of b SW �C .- � , do hereby certify that rkkOV IO-rd
personally appeared before me this day of $—k" 03 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 1 Q- Z. 5 - 200 (o
Form SWU-lot Rev 3.99 page 4 of 4