SW8010515_CURRENT PERMIT_20030711

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW _gLiCis(�
DOC TYPE � CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE. 3 a- 7/1
YYYYMM DD

OF VArF9 Michael F. Easley, Governor
�a Q William G. Ross Jr. Secretary
,O G North Carolina Department of Environment and Natural resources
� y
r--q Alan W. Klimek, P.E.,Director
p r Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 11, 2003
Mr. Henry Shitrit, President
H & D Properties, Inc.
14418 Ocean Highway
Pawley's Island, SC 29585
Subject: Stormwater Permit No. SW8 010515
Waves Beachwear
High Density Project
Pender County
Dear Mr. Shitrit:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Waves Beachwear on Jully 11, 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 010515 dated July 11, 2003, for the construction of the subject project.
This permit shall be effective from the date of issuance until July 11, 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 Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSarl: S:IWQSISTORMWATIPERMIT1010515.ju103
cc: Keith Bulia, P.E.
Town of Surf City Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
T�
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service A;
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]%CDENR

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State Stormwater Management Systems
Permit No. SW8 010515
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
Henry Shitrit, H & D Properties, Inc.
Waves Beachwear
Pender County
FOR THE
construction, operation and maintenance of 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 July 11, 2013, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 36,530 square
feet of impervious area.
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 easements. 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.
2

1
Project. Name:
Permit Number:
Location:
Applicant:
Mailing Address:
State Stormwater Management Systems
Permit No. SW8 010515
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Waves Beachwear
Application Date:
Receiving Stream/River Basin:
Stream Index Number:. .
Classification of Water Body:
Drainage Area, cres:
Onsite, ft�
Offsite, ft2:
Total Impervious Surfaces, ft2:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL
Controlling Orifice:
Permitted Forebay Volume, ft3:
SW8 010515
Pender County
Henry Shitrit
H & D Properties, Inc.
14418 Ocean Highway
Pawley's Island, SC 29585
July 11, 2003
Becky's Creek 1 Cape Fear
CPF24 18-87-8
"SA" > % mile from MHW
3.14
3.14
0
36,530
5.00
90% (no filter is required)
25.00
r
2,883@Permanent Pool
5,639
26.6
1.00"0 pipe (drawdown in 2-5 days)
1,136
3

State Stormwater Management Systems
Permit No. SW8 010515
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.
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.
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. At least 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 permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
4

State Stormwater Management Systems
Permit No. SW8 010515
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.
e. 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.
f. 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. 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.
14. 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.
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.
111. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, 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.
5

State Stormwater Management Systems
Permit No. SW8 010515
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 a's 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 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.
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 11th day of July, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P'.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
1.1

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
6-1 q- 2 vU 3
`142 n0
so t' 0/0 515
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 nam (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official' name and title (person
le ally responsible for facility and compliance):
.e.�,r�--, fx-. r Sid
3. Mailing Address for person listed in item 2 above:
N�Jg OCw„��ti, -
City: �YS TS) d State: SC Zip: 24? BS
Telephone Number: ( Oq�__..) . 7 — `Yose
4, Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
1N CL%fe." h water ��
S. Location of Project (street address):
i3r7o5 Hw . So
City: SLIACE. ;t' County: {
6. Directions to project (from nearest major intersection):
Z�a 30 Longitude: %��- a� of project
7. Latitude�___aq
8. Contact person
who can answer questions about the project;
Name: ¢, i i'i� . P I��lw I Pe Telephone Number: 10 ) TI q-7Z'l
II. PERMIT INFORMATION:
i. Specify whether project is (check one): New Renewal ✓ Modification
Form SWU-101 Version 3.99 Page I 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 W 6 O 105 15 and its issue date (if known)
3. Specify the type of project (c eck one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major 'Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
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.
Q�fe�1'TDA I Ge,
�� u!'1 er' ul'fdr� �- • e
U.nGj Clf7�� [� i s�� ► s c! �:r� C.' A' ��p.Q,�,
2. Stormwater runoff from this project drains to the -tm _1 PLLr _ River basin.
3. Total Project Area: 3.143 Y_acres
5. How many drainage areas does the project have? f
4. Project Built Upon Area: 2
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'Info rmation
Drainage Area I
Drainage Area 2
Receiving Stream Name
-
Un r v
e: '
Receiving Stream Class
5
Drainage Area
3 14 3
Existing Impervious* Area
0
Proposed Impervious`Area
, 6,3 A--
% Impervious* Area (total)
ZC-.U1-
lm ervious ,Surface Area ,
p
' Drainage Area 1
- Drainage Area 2
_.
On -site Buildings
47bA c /2Op0�
On -site Streets
V
On -site Parking
4
St�9 2Z/7oF
On -site Sidewalks
, US C z
Other on -site
0
Off -site
0
Total: , W31.1 A 3� 53d 0
otal:
* Impervious area is defined as the bulk upon area including, but not limited to. buildings, roads, parking areas.
sidewalks, gravel areas, etc.
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 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 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 SWUA01 Version 3,99 Page 3 of 4

r
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 effi
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) OR
• Detailed narrative description of stormwater treatment/management ktg
• Two copies of plans and specifications, including: iCt^�S
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):_ . k
Mailing Address: 3ZOZ A; A&n} LI`
City: �A% "1w+,`..,� _h", State:. .__ /C Zip:—Oe�US
Phone: 7 911 -1 Z Zi Fax: ( f IO - 50 2 4
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) . !,�Y yr
certify that the information included on this permit application form is, tome 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.
Signatu
Form SWU-101 Version 3.99 Page 4 of 4
Date: S 23

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Permit No. _'_' W(?610S/ j
(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: __ W o it e,S Sec..c.6 LJPlr
Contact Person: �e.: ��.,., • 1&A .. Phone Number: Leta J ,741 1724
For projects with multiple basins, specify which basin this worksheet applies to: N%
elevations
Basin Bottom Elevation ° ft.
Permanent Pool Elevation �, s ° _ ft.
Temporary Pool Elevation Zk • ` ft.
areas
Permanent Pool Surface Area Ze $3 sq. ft.
Drainage Area 3 • t Y3 ac.
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
• $39 ac.
(floor 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)
54'79 cu. ft. (combined volume of main basin and forebay)
t.5'4'64 cu. ft. (volume detained above the permanent pool)
H 30 cu. ft. (approximately 20% of total volume)
' 47 (surface area to drainage area ratio from DWQ table)
1' in. (2 to 5 day temporary pool draw -down required)
I in.
90 % (minimum 85% required)
Form SWU-142 Rev 3.99 Page 1 of 4

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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.
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 13MP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. 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
05 a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
APB b. The forebay volume is approximately equal to 20% of the basin volume.
APB c. The temporary pool controls runoff from the design storm event.
�B d. The temporary pool draws down in 2 to 5 days.
N IA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
KFa £ The basin length to width ratio is greater than 3:1.
iCPR_� g. The basin side slopes above the permanent pool are no steeper than 3:1.
APB h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
�A i. Vegetative cover above the permanent pool elevation is specified.
FB j. A trash rack or similar device is provided for both the overflow and orifice.
Fg 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.
AQ _ in. A mechanism is specified which will drain the basin for maintenance or an emergency.
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 @ does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 399 Page 2 of 4

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Maintenance activities shall be performed as follows:
I . 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 3 -7 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.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 2-5.0
Sediment Re oval El. Z 1 .2-T 75 a
______________ Sediment Removal Elevation x1.L� 75%
Bottom Ele ation 'Za. h % ---------------------------------------------
Bottom Elevation %i0.0 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:_ T[ei�r `l S��'}+r ti j ��' i.e5 kti( ,
Title: oreSiAQn
Address: (--7 a8, /,7'�� S- .2.r/S-ej—
Phone: 9 i-� - A35-3/a z
Signature:- _ _._ - -_ fyGg"
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.
1, K%-3r% -)!) • "Aj c+4St�ut.� , a Notary Public for the State of SG
County of 6r,,- , , do hereby certify that
personally appeared before me this a 3 day of� „ _ and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 6,"
Form SWU-102 Rev 3.99 Page 4 of 4