SW8000323_CURRENT PERMIT_20000426

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW eU`(X75oZ3-
DOC TYPE
M CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
,?:FJ711�D�i
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 26, 2000
Mr Edward Gore, Jr , President
Mannon Holdings, LLC
PO Box 7452
Shallotte, NC 28470
A&41�
NCDENR
NORTH CAROLINA DEPARTMENT OR
ENVIRONMENT AND NATURAL RESOURCES
Subject Permit No SW8 000323
Edward Gore, Mannon Holdings, LLC
High Density Stormwater Project
Brunswick County
Dear Mr Gore
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Edward
Gore, Mannon Holdings, LLC on March 20, 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 000323 dated April 26, 2000, for the construction of Edward Gore, Mannon
Holdings, LLC
This permit shall be effective from the date of issuance until April 26, 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 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
adj udicatory 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 Scott Vinson, or
me at [phone]
Sincerely,
r
Rick'Shiver
Water Quality Regional Supervisor
RSS/sav S 1WQSISTORMWATIPERMIT1000323 APR
cc Don Covil, P E
Delaney Aycock, Brunswick 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 SWS 000323
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
Mannon Holdings, LLC
Edward Gore, Mannon Holdings, LLC
Brunswick 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 26, 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
32,624 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
2

State Stormwater Management Systems
Permit No SW8 000323
Project Name
Permit Number
Location
Applicant
Marling 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, ft2
Building, ft2
Parking, Drive, Walks, ft2
Offsite Area entering Pond, ft2
Required Surface Area, ft2
Provided Surface Area, ft2
Required Storage Volume, ft'
Provided Storage Volume, ftz
Temporary Storage Elevation, FMS
Controlling Orifice
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Edward Gore, Mannon Holdings, LLC
SW8 000323
Brunswick County
Mr Edward Gore, Jr , President
Mannon Holdings, LLC
PO Box 7452
Shallotte, NC 28470
March 20, 2000
Shallotte River / LBR59 15-25-2-(7 5)
"SC HQW"
is n/a
600
1000
32,624
10,800
21,824
none, per Engineer
1,845
2,000
2,630
2,820
L 1120
0 8125"(� pipe
3

State Stormwater Management Systems
Permit No SWS 000323
II. SCHEDULE OF COMPLIANCE
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 tunes 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, onfice 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
7 Upon completion of construction, prior to issuance of 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
8 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
f 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 mimmum
of ten years from the date of the completion of construction
4

State Stormwater Management Systems
Permit No SW8 000323
12 Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
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 in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made
III. GENERAL CONDITIONS
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
5 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 26th day of April, 2000
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000323
5

State Stormwater Management Systems
Permit No SW8 000323
Edward Gore, Mannon Holdings, LLC
Stormwater Permit No SW8 000323
Brunswick County
Designer's Certifieation
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
0

State Stormwater Management Systems
Permit No SW8 000323
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
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
6 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
14 The overall dimensions of the system, as shown on the approved plans, are provided
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspector
7

OFFICE USE ONLY
Date Received
Fee Paid
Pernut Number
v�
n
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 onginal
I. GENERAL INFORMATION
1 Applicants name (specify the name of the corporation, individual, etc who owns the project)
T
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Edward Gore, Jr.
3 Mailing Address for person listed in item 2 above
Mannongoldings, L. L. C., Post Office Box 74.52
City Shallotte State Nr. _ Zap 2Aa7n_ 7452 ^~
Telephone Number ( 910. i 575-7070
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etcEdward Gorp- )
Manl}On uoId�=ssr-t+. :..-r'
5 Location of Project (street address)
NC179
City _ Shallotte- County' Brunswick
6 Directions to project (from nearest major intersection)
From intersection of SR1173 gW SR1191, travel north on SR1 1 7 A approX] Mate1 y
150'. Pro3ect is on ri ht.
7 Latitude 3305810511 N Longitude 78o23,1 g,, W I of project
8 Contact person who can answer questions about the project
Name Edward Gore Jr Telephone Number 910 575-7070
II. PERMIT INFORMATION.
1 Specify whether project is (check one) X New Renewal Modification
Form swU-101 Version 3 99
Page I of 4
ORIGINA f

1 it ttuis appucation is oeing suornittea as cne rerun ur a reimwai or aiuuuic.auun w art existing pernuz, ua[ cne
existing permit number N./am_ and its issue date (if Down)
3 Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
--CAMA Major X Sedimentation/Erosion Control X 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, summanze how stormwater will be treated Also attach a detailed narrative
(one to two pages) descnbing stormwater management for the project
Storiwater Detention Pond._ See_ "Erosion Control and Stormwater Man4swent
Narrative," on plans.
2 Stormwater runoff from this project drains to the Shallotte River basin.
3 Total Project Area 12 4- acres
5 How many drainage areas does the project have? 1
4 Project Built Upon Area 60. %
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
a • .tou x• � � .asa :: +d
m
➢ u ; AlQyraytrysfi,a ,roail".."QK`
dsebw � k SWe.,
Receiving Stream Name Shallotte River
Receiving Stream Class SC HQW
Drainage Area 1.01 ac .
Existsn envious* Area -0-
Pro osed Im ervious'Area 0.749 ac .
% Impervious* Area (total) 73.0
On -site Buildings
On -site Streets
On -site Parking Drives
On -site Sidewalks
Other on -site
Off -site
14
�y
Tom 0.749 ac
• r.
lmpervwus area is defused as the built upon area including, but not Iimited to, buildings, raids, parkmg areas,
sidewalks, gravel areas, etc.
Form XW-
Ila
Mod
99Page Z of 4

7 How was the off -site unpervious area listed above derived" NSA
61
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 LE 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 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 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 protect. 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.
I 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 specihcations, 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
- Ongunal 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)
VEL 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 hum) East Coast Engineering Company, PA
Mailing Address _. PoSt Q_ffir_e Box_246()
City- Shallotte State Zip 28459
Phone („ _qj_ � 754-8029 _ _ Fax. { 910 } .754--8049
VUL APPLICANT'S CERTIFICATION
I, (print or type name of person Iisted in General Information, item 2) Edward Core, Jr.
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 2H 1000
Signature
Date 3--) (4- ':Pd6 o
Form SWU-101 Version 3 99 Page 4 of 4

Permit Na
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
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 Edward Gore, Mannon. Holdincya, I,, L__ S',_
Contact Person Edward Gore, Jr. Phone Number (91 o) 57s_m7o
For projects with multiple basins, specify which basin this worksheet applies to N/A
elevations
Basin Bottom Elevation 4.0 ft
Permanent Pool Elevation 10.0 ft
Temporary Pool Elevation ft
areas
Permanent Pool Surface Area 2, 000 sq ft.
Drainage Area 1.007 ac
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA I
Diameter of Onfice
'Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3 99
0.749 ac
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the onfice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
3,706 cu. ft (combined volume of main basin and forebay)
2, 8 0 cu ft (volume detained above the permanent pool)
,. 756 cu. ft (approximately 20% of total volume)
0.0411 (surface area to drainage area ratio from DWQ table)
13 / 1 fi_ in (2 to S day temporary pool draw -down required)
1 (] in
90 % (minimum $S%a required)
Page I of 4
ORIGINAL

Footnotes_
i When using the Division SAIDA tables, the correct SAIDA 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 ITENIS 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
c The temporary pool controls runoff from the design storm event
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 �, z :2 - 5: 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elEvation is specified
A trash rack or similar device is provided for both the overflow and onfice
k 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
C?, —e
IIL WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
,V egetated filter if one is provided
This system (check one) 0 does
This system (check one) 0 does
Form SWU-102 Rev 3 99
JAVI@19,0
Wdoes not incorporate a vegetated filter at the outlet.
9/does not incorporate pretreatment other than a forebay.
Pape 2 of 4

Maintenance activities shall be performed as follows
It
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 onf ce 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 a catch basins, piping, swales, nprap, 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 a stockpiling near a wet detention basin or stream, etc )
J
The measuring device used to deternme 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 4.5 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 3.75 feet in the forebay, the sediment shall be removed
i
�s r .% "
Sediment Redtoval El 6.25 J. 7
Bottom Ele anon 5.00
FOREBAY
BASIN DIAGRAM
(fill to the blanks)
Permanent Pool Elevation 10.00'
Sediment Removal Elevation 5 , 50'
Bottom Elevation 4.00'
tjtS�iL`
I t�l lili it •�
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 skull be maintained in good working order
1 acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
maintenance procedures listed above 1 agree to notify DWQ of any problems with the system or pnor to any
changes to the system or responsible party
Print name Edward core, Jr.
Title President
Phone
Signati
Date -3- lLI � 1-11C�O0
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, 1 , a Notary Public for the State of Kcx +k Cctn 11I o�
County of i��4,r�guJ : , do hereby certify that F c�+�'d F- . ~
personally appeared before me this day of LZa Lz) and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
My cornmission expires_ ) 0 ^ate : ;;� 00 3 r .
Form SWU-102 Rev 3 99 Page 4 of 4