SW8991115_CURRENT PERMIT_20000410

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPECURRENT PERMIT
(ff
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
April 10, 2000
Mr. Johnie Davis, President
Country Club Developers, Incorporated
11 I 1 B The Cape Boulevard
Wilmington, NC 28412
RE •.
NCDENR
NORTH CAROLINA DEPARTMENT or
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW8 991115
Country Club Villas @ Coastal Carolina Country Club
High Density Stormwater Project
Pender County
Dear Mr. Davis:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Country
Club Villas @ Coastal Carolina Country Club on February 28, 2000. 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 991115 dated April 10, 2000, for the construction of Country
Club Villas @ Coastal Carolina Country Club.
This permit shall be effective from the date of issuance until April 10, 2010, 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 anadequate 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 276I 1-744.7. 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 Scott Vinson, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/sav: S:1WQSISTORMWATIPERMIT1991115.APR
cc: Joseph Hill, P.E.
Rodney Scruggs, Pender County Inspections
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 991115
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 ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Country Club Developers, Incorporated
Country Club Villas @ Coastal Carolina Country Club
Pender 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 April 10, 2010 and shall be subject to the following
specified conditions and limitations:
I. 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
68,838 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.

State Stormwater Management Systems
Permit No. SW8 991115
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body:
If Class SA, chloride sampling resul
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ftz:
Buildings, ftz:
Parking, ftz:
Sidewalks, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ftz:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMS
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Country Club Villas @ Coastal Carolina Country Club
SW8 991115
Pender County
Mr. 7ohnie Davis, President
Country Club Developers, Incorporated
1111 B The Cape Boulevard
Wilmington, NC 28412
February 28, 2000
Burgaw Creek 1 CPF23 18-74-39
"C Sw"
ts: n/a
4.00
23.20
68,838
25,590
40,248
3,000
none, per Engineer
5,936
13,302
5,727
6,854
23.70
1.25"� pipe
3

State Stormwater Management Systems
Permit No. SW8 991115
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
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 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.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of D WQ. 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 stormwater 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 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.
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.
9. 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.
£ Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require.a modification to the permit.
11. 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.
4

State Stormwater Management Systems
Permit No. SW$ 991115
12. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
m
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. The runoff from all built -upon area on the project must be directed into the permitted stormwater control
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 inthe 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.
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
143-215.6A 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.
The permittee grants DENR 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 10th day of April, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Al X
Kerr. T. Stevens, Dire or -
Y Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 991115
5

State Stormwater Management Systems
Permit No. SW8 991115
Country Club Villas @ Coastal Carolina Country Club
Stormwater Permit No. SW8 991115
Pender County
Designer's Certification
1, , 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
Z

State Stormwater Management Systems
Permit No. SW8 991115
Certification Requirements:
1. 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.
T3. 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.
6. Trash rack 'is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
S. 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.
H. 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. '
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Rodney Scruggs, Pender County Building Inspector
7

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL. INFORMATION
i. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Counqy Club Developers, Incorporated
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Johnie Davis. President
3. Mailing Address for person listed in item 2 above:
i Il I B The Cape Boulevard
City. Wilmington State:—N.C. Zip: 28412
Telephone Number: ( 910 ) 392-4017
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Country Club Villas n, Coastal Carolina Country Club
5. Location of Project (street address):
East Wilmington Street Extension
City: Burgaw County: Pender
6. Directions to project (from nearest major intersection):
0.2 miles east of intersection East Wilmington Street and U.S. 117 on south side of East Wilmington Street
7. Latitude: 34' 33' 42" Longitude: 77° 55' 00" of project
8. Contact person who can answer questions about the project:
Name: Johnie Davis Telephone Number: ( 910 ) 3924017 —
H. PERMIT INFORMATION:
. Specify whether project is (check one):
CC.fonnSWU-101 Ver399.doc
X New Renewal
Page 1 of 4
Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number NIA _ _ and its issue date (if known) NIA
3. Specify the type of project (check one):
Low Density X_ High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major ) Sedimentation/Erosion Control 404/401 Permit __XINPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. 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.
wet detention pond
2. Stormwater runoff from this project drains to the _ Cape Fear River basin.
3. Total Project Area: 3.3341 acres
5. How many drainage areas does the project have? I
4. Project Built Upon 50.9 %
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.
Basin Information ..
Draina a Area 1. :- ...
" " Dfaida 'e Area 2 -
Receiving Stream Name
UT Bur aw Creek
Receiving Stream Class
C SW
Drainage Area
135,337
Existing Impervious* Area
0
Proposed Impervious* Area
68,838 SF
% Impervious* Area (Total)
50.9
Impervious* Surface Area,
Drainage Are ... a , l
Draina a Area 2_ • ' ,.
On -Site Buildings
25,590
On -Site Streets
40,248
On -Site Parking
On -Site Sidewalks
3,000
Other On -site
-
Off -Site
-
Total: 68,838
Total:
'Fimpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel
areas, etc.
CC.Form swu-1 o 1 Ver 3.99.doc Page 2 of 4

7. How was the off -site impervious area listed above derived? No off -site drainage to this project
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 he changed or
deleted without the consent of the State.
2. No more than 68,838 square feet shall he 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 stormwater management permit supplement form(s) listed below must be submitted for each BMP
specified for this project. Contact the Storwmater and General Permits Units 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
Neusc River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
CC.Form SWU-101 Ver 3.99.doe 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 signing your initials in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• 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): Joseph S. Hill, Jr. and Associates
Mailing Address:
1602 Harbour Drive
City: Wilmington
Phone: ( 910 ) 799-1544
VIII. APPLICANT'S CERTIFICATION
State: N.C. Zip: 2840
FAX: ( 910 )799-1551_
I (print or type name of person listed in General Information, item 2) Johnie Davis _
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 covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2 H.1000.
Signature: "-e-_� Date: _ l� �ID� 9
CC+orm SWU-l0l Ver 3.99.doc Page 4 of 4

Permit No.
(to he provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Manay,ement 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: Country Club Developers Inc.
Contact Person: Johnie Davis Phone Number: ( 910 )392-4017
For projects with multiple basins, specify which basin this,worksheet applies to: NIA
elevations
Basin Bottom Elevation 192 ft.
Permanent Pool Elevation 23.2' ft.
Temporary Pool Elevation 23.7' ft.
areas
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
Permanent Pool Surface Area 13,302 sq. ft. (water surface area at the orifice elevation)
Drainage Area ?,I I . ac. (on -site and off -site drainage to the basin)
Impervious Area 1.58 ac. (on -site and off site drainage to the basin)
volumes
Permanent Pool Volume 37,512 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 6,651 cu. ft. (volume detained above the permanent pool)
Forebay Volume _14.Sa3 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA' 4.4 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.25 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal2 90% (minimum 85% required)
CC.Form SWU-102 Rev 3.99.doc
Pagel of 4

Footnotes:
When using the division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon
the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct
value for non-standard table entries.
2 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.
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 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)
-442 b. The forebay volume is approximately equal to 20% of the basin volume.
-85 c. The temporary pool controls runoff from the design storm event.
n 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 greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
i h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail)
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.
k. 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.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
IL 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 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
CC.Form SWU-102 Rev 3.99.doc Page 2 of

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads SO feet in the main pond, th'e`sediment shall be removed.
When the permanent pool depth reads ZI feet in the forebay, the sediment shall be removed.
Pam" a. R" %1 SIX, roo
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 23.2' ,
Sediment Rem val Ei.j4O75°/ .Sediment Removal Elevation 20.2' 75%Bottom Elev ion 25%
Bottom Elevation 19.2' 250 `
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.
CC.Form SWU-102 Rev 3.99.doc Page 3 of

7. All components of the wet detention basin shall be maintained in good working order.
I acknowledge and agree by my signature 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: Johnie Davis
Title:
Address:
Phone:
Signature:
Date:
President (,Country Club Developers, Inc.)
1 111 B The Cape Boulevard, Wilmington, N.C. 28412
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president,
I, , a Notary Public for the State of-Al�4 6z4o
County of la° , do ereby certify that � 1 �/?
personally appeared before me this day of 1999, and acknowledge the
due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and
official seal,
tt1t11TIffT1
,WA
%OTAR1� 'R
AVER
SEAL
My commission expires
CC. Form SWU-102 Rev 3.99.doc Page 4 of