SW8020613_CURRENT PERMIT_20021211

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT N0.
SW�0
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
612le2l I
YYYYMMDD

- _ Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources...
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
December 11, 2002
Mr. Michael Moore, Assistant Town Manager
To of Surf City
PO Box 2475
Surf City, NC 28445
Subject: Permit No. SW8 020613
Soundview Park, Phase 11
High Density Stormwater Project
Pender County
FjMITI& -33 • MI
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Soundview Park, Phase 11 on November 20, 2002. 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 020613
dated December 11, 2002, for the construction of Soundview Park, Phase 11.
This permit shall be effective from the date of issuance until December 11, 2012, 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
Linda Lewis, or me at [phone].
Sincerely,
ck Shiver
Water Quality Regional Supervisor
RSS/arl: S:1WQSISTORMWATIPERMIT10206I3.DECO2
cc: Mark Hargrove, P.E.
Town of Surf City Building Inspections
Division of Coastal Management
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone]
��,&
NC ENR
Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 020613
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 1S HEREBY GRANTED TO
Town of Surf City
Soundview Park, Phase 11
Pender County
FOR THE
construction, operation and maintenance of infiltration basin 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 December 11, 2012, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
I . 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 25,824 square feet of impervious area. This basin
must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded casements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. 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.
DIVISION OF WATER QUALITY
2

State Stormwater Management Systems
Permit No. SW8 020613
PROJECT DESIGN DATA SHEET
Project Name:
Soundview Park, Phase II
Permit Number:
SW8 020613
Location:
Pender County
Applicant:
Mr. Michael Moore,
Assistant Town Manager
Mailing Address:
Town of Surf City
PO Box 2475
Surf City, NC 28445
Application Date:
November 20, 2002
Receiving Stream/River Basin
Cape Fear / Topsail Sound
Index Number:
CPF24 18-87-10
Classification of Water Body:
"SA"
Drainage Area:
37,843 ft2
Onsite, W:
37,843 ft2
Offsite, fl2:
0
Total Impervious Surfaces, ft2:
25,824
Basin Depth, feet:
0.85
Bottom Elevation, FMSL:
3
Permitted Surface Area, ft2:
3,365 @Bottom
Permitted Storage Volume, ft3:
3,182
Temporary Storage Elevation, FMSL:
3.85
Controlling Orifice:
bypass to 50 vegetated filter
(drawdown in <5 days)
Type of Soil:
Sand
Expected Infiltration Rate:
6 inches per hour
Seasonal Higli Water Table Elevation:
1.5
Time to Draw Down:
1.5 hours
3

State Stormwater Management Systems
Permit No. SW8 020613
11. 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.
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.
e. 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 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 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. A modification may be required for those deviations.
S. 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 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.
C. Further subdivision, acquisition, or sale 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management Systems
Permit No. S W8 020613
10. 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.
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.
12. 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
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The pennittee 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.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the pennit. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
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 transfer 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. The permittec 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. 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.
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 pennit condition.
Q

State Stormwater Management Systems
Permit No. SW8 020613
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.
8. 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 I th day of December, 2002.
NORT CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A an limek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
on

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
b-)—
Zo. �_- 47a D -7
80 l o
I j
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form inay be photocopied for use us an original
1. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Town of Surf City
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Michael Moore, Assistant City Manager
3. Mailing Address for person listed in Item 2 above:
P.O. Box 2475
City: Surf City State: NC Zip: 28445
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Soundview Park —Phase II
5. Location of Project (street address):
NC Hwy 50 & 210 at bridge into Surf City
City: Surf City County: Pender
6. Directions to project (from nearest major intersection):
Moving South on NC Hwy 50 & 210, cross bridge over Intracoastal Waterway
then take the first road on the right.
7. Latitude: 34" 25' N
Longitude
770 33' W
8. Contact person who can answer questions about the project:
Name: Mark Hargrove Telephone Number [phone]
11. PERMIT INFORMATION:
of project.
1, Specify whether project is (check one): X New Renewal Modification
Norm SWU-101 Version 3.99 Page 1 of

2
3
4
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)
Specify the type of project (check one):
Low Density X High Density Redevelop General Permit _ Other
Additional Project Requirements (check applicable blanks):
X CAMA Major—Sedimentation/Erosion Control _404 1401 Permits —NPDES Sormwater
Information on required state permits can be obtained by contacting the Customer Service Center at I-
877-623-6748
III. PROJECT INFORMATION
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.
Only the parking area and associated drive aisles on this site will be treated as High Density.
The first 1.5" of runoff from this portion of the site will be treated by use of an infiltration basin
with bypass outlets draining to vegetated swales located at least 50 LF from boundaries of SA waters.
2. Stormwater runoff from this project drains to the _ _ Cape Fear _River Basin.
3. Total Project Area: 7.64 acres
5. How many drainage areas does the project have? I
4. Project Built Upon Area 20 %
6. Complete the following information for each drainage area. If there are more than two drainage areas
in the project, attach and additional sheet with the information for each area provided in the same
format as below.
7.
Basin Information
DA l
Receiving Stream Name
Topsail Sound
Receiving Stream Class
SA
Drainage Area
37,843 SF
Existing I pervious*Area
0 SF
Proposed Impervious* Area
25,824 SF
% Impervious* Area (Total)
68.2%
Impervious* Surface Area
DE I
On -Site Buildings
NA
On -Site Streets
NA
On -Site Parking
23,369 SF
On -Site Sidewalks
2,455 SF
Other On-Site(Future Dv t)
NA
Off -Site
NA
Total:
25,824 SF
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form S WU- l0 1 Version 3.99 Page 2 of 4

I -low was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVEITANTTS
NIA
The following; italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, and future development prior to the sale of any lot. I f 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 stor-rnwater
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.
No more than squore feel of total tract shall be covered by structures or impervious
materials. Impervious materials include asphalt, gravel, concrete, brick, ,stone, slate or similar
material but not include wood decking or the water surface of.swimming pools.
3. Sivales shall not be filled in, piped, or altered except as necessary to provide driveival, crossings,
4. Buill-upon area in excess of the permitted arnourrt requires a state stormwalet, management per))
modification prior to construction.
S, fill permitted runoff fr-orn the outparcels or f rlure rleveloprnent shall be directed into the permitted
storlrrwate'r control system. These connections to the stormwater conlrol system shall be perfor ine(l 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
I_ow Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration `[Tench 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

V1. SU13MITTAL 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 initiating 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 S420 (payable to NCDLNR)
• 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)
V11. 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): W.K. Dickson, c/o Mark Hargrove
Mailing Address: 909 Market Street
City: Wilmington
State: NC
Zip: 28401
Phone: ( 910 ) 762-4200 Fax: ( 910 ) 762-4201
VI11. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, !tern 2) Michael Moore, Assistant City
Manager 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 c9mplies with the requirements of 15A NCAC 2-H.1000.
Signature: %L�(� /--e Date: S
Form SWU-101 Version 3.99 Page 4 of

Permit No. 5%cdo 2o(P13
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an infiltration
basin supplement for each system, design calculations, soils report and plans and specifications showing all stormwater
conveyances and system details.
1. PROJECT INFORMATION
Project Name: Soundview Park —Phase 11
Contact Person: Mark N. Hargrove, PE Phone Number: [phone]
This worksheet applies to: Basin No.
(as identified on plans)
in Drainage Area 1
(front Form SWU-101)
IL DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be based upon
an actual field investigation and soil borings. County soil maps are not an acceptable source of soils information.
All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Sand
Infiltration Rate 6.0 in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation 1.5 ms (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
1.5 inch (1.5-inch event for SR waters, 1-inch event far others)
3,142 c.f.
1.21 hours
dimensioned on clan ft. x
3,182
c.f.
3.00
fmsl
3.85
f nsl
4.50
fmsl
III. REQUIRED ITEMS CHECKLIST
ft.=� 3,365 sq. ft (bottom dimensions)
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 2 H. 1008.
Form SWU-l03 Rev 3.99
Page I of 3
1ifl9/oZ

Initial in the space provided to indicate that 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. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
,1 A5,
17?Nl c. Bottom of system is at least rfeet above the seasonal high water table.
,1�N9 d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
/11A7 e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
A) JVV g. Drainage area for the device is less than 5 acres.
M 14 h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
/0oi. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5-inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
InNP j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
l" u)}- k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
A N9 1. 'A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or sediment
trap is provided.
01IV m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
M n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
In to } o. Flow distribution mechanism within the basin is provided.
,47N p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
N 1f q
-AN IJ r
A f4 s
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
t6ee 64ke plan j
System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within five days. A soils report and all pertinent
drawdown calculations are attached.
Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
Form SWU-103 Rev 3.99
Page 2 of 3
II [�C) /oz

,5cvie ozo('713
IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, reseed as necessary to maintain adequate vegetative cover, mow vegetated
cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
1 specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth in the
pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original
design depth without over -excavating. Over -excavating may cause the required water table separation to be
reduced and may compromise the ability of the system to perform as designed. Removed sediment shall be
disposed of in an appropriate manner and shall not be handled in a manner that will adversely impact water
quality (i.e. stockpiling near a stormwater treatment device or stream, etc.),
A benchmark shall be established in the pretreatment unit. The benchmark will document the original design
depth so that accurate sediment accumulation readings can be taken. The measuring device used to determine the
depth at the benchmark shall be such that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the design depth reads 3.21 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as
allowed by NCAC 2H A 000 must be designed, approved and constructed.
acknowledge and agree by my signature below that I am responsible for the performance of 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: Michael Moore, City Manager, Town of Surf City
Address: P.O. Box 2475, Surf City, NC 28445
Phone: [phone] Date: 11 /22/02
Signature:
Note: The legally responsible party s ould not be a hotneovi hers association unless Afore than 50% of the lots have
been sold and a resident of the subdivision has been natned the president.
1, -:);4z ,4� Gc-'F a Notary Public for the State of WC County of
(�rW-56,9ej // do hereby certify that /221/4f1we-Z eC _ _ personally appeared before
me this ZZ day of /I/OI��F�e ZaoZ , and acknowled e the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official sea ,
SEAL, My commission expires: Za- Zoo S/
Form S W U-103 Rev 3.99 Page 3 of 3