SW8010424_CURRENT PERMIT_20010827

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 91(0��
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
o1FX> �Ugo��
YYYYMMDD

Michael F. Easley, Governor
.add W A 7-FA
UJ �
r
O 'c
Mr. Elbert Dean Robbins, President
Southeast Burgaw Properties, LLC
204 N. Dickerson Street
Burgaw, NC 28425
Dear Mr. Robbins:
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wiimington Regional office
August 27, 2001
Subject: Permit No. SW8 010424
Southeast Burgaw Properties
High Density Stormwater Project
Pender County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Southeast
Burgaw Properties on July 12, 2001. 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 Pennit No. SW8 010424 dated August 27, 2001, for the construction of Southeast Burgaw Properties.
This permit shall be effective from the date of issuance until August 27, 2011, 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
RSS/arl: S:1WQSISTORMWATIPERM1T1010424.AUG
cc: Joseph Hill, P.E.
Pender County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
A
NfbENR
N. C. Division of Water Quality 127 Cardinal Drive Ext, Wilmington, NC 28405 [phone] Fax [phone] Customer Service
800 623-7748

State Stormwater Management S�!Stems
"Permit No. SWF 010424 '
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
Southeast Burgaw Properties, LLC
Southeast Burgaw Properties
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 August 27,.2011 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 Dandle the runoff from
106,263 square feet of impervious area. This pond must be operated with a vegetated filter. -
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.
The built -upon area for the future development is limited to NIA.
6. The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system. A permit modification must be submitted and approved prior to
the construction of additional built -upon area from outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 010424
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Southeast Burgaw Properties
Permit Number:
SW8 010424
Location:
Pender County
Applicant:
Mr. Elbert Dean Robbins, President
Mailing Address:
Southeast Burgaw Properties, LLC
204 N. Dickerson Street
Burgaw, NC 28425
Application Date: July 12, 2001
Name of Receiving Stream/index #: Cape Fear /UT Turkey Creek 1 18-74-54
Classification of Water Body: "C Sw"
If Class SA, chloride sampling results: n/a
Pond Depth feet: 5.5
Permanent Pool Elevation, FMSL:
20
Drainage Area,.acres:
5
Total Impervious Surfaces, ft2:
106,263
Offsite Area entering Pond, ft2:
None, per Engineer
Required Surface Area, ft2:
6,594
Provided Surface Area, ft2:
12,276
Required Storage Volume, fta:
10,714
Provided Storage Volume, fta:
11,538
Temporary Storage Elevation, FMSL:
21,
�tControlling Orifice:
125"cp pipe
3

State Stormwater Management Systems
Permit No. SW8 010424
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
I 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 DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken. '
Decorative spray fountains will not be allowed in the stormwater treatment system.
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. A modification must be permitted prior to any construction. The following items will require amodification
to the permit. The Director may determine that other revisions to the project should 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, 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 was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. 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.
11

State Stormwater Management Systems
'Permit No. SWS 010424
IL 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 pemitted amount, a modification
to the permit must be submitted and approved prior to construction.
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 properly.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements ofthe 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 shall notify the Division of any name, ownership or mailing address changes within 30 days.
111. 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 fling 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.
Permit issued this the 27th day of August, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Ac mg Directo
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW$ 010424
5

State Stormwater Management Systems
Permit No. SWS 010424
Southeast Burgaw Properties
Stormwater Permit No. SWS 010424
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,
(Proj ect)
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

i
State Stormwa ter Management Systems
Permit No. SW8 010424
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 outletlbypass 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
Pender County Building Inspections
7

OFFICE USk3 ONLY '
Date Received
Fee Paid •
Permit Number f
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
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Southeast Bur aw Pro ernes. L.L.C.
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Ebert Dean Robbins., Presi�eni
3. Mailing Address for person listed in item 2 above:
204 N. Dic•kerson Street '
City: Bureaw State: NC Zip: 28425
Telephone Number: ( 910 ) 259-4871
4. Project Name (subdivision, facility, or establishment name -should be consistent -with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Southeast Burgaw ProL. perties. L.C.
5. Lqj;�ition of Project (street; 4dress):
City: Rockv Point County: Pender
6. Directions to project (from nearest major intersection):
465' east of Intersection Dreyton Hall Court and SR 1437 on south side of SR 1437
„7. Latitude: 3409331" Longitude: 77"55'13" of project
8. Contact person who can answer questions about the project:
4.0 Name: Bert 'Dean Robbins Telephone Number: f 910 ) 259-4871
11. PERMIT INFORMATION:
1. - Specify whether project is (check one): X New Renewal • Modification
Form SWU-101 Ver 3.99.0401.doc Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
Low Density X .High Density._ Redevelop .. GeneralTermit Other
4. Additional -Project Requirements (check applicable blanks):
CAMA Major Y edimentation/Erosion Control 404/401 Permit -NPDES Stormwater
ti
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. _
1
�,� ,.., _ •�. 1:`. ��...... ....__..: ;,tiff M1,- __ ,S- � l
Runo ff trym pr ject will he treoled in a wet detention pond
2. Stormwater runoff from this project drains to the _ _ Curse Fear- _ _ , River basin.
3. Total Project Area: 5.0 acres 4. Project Built, Upon 48.8 %
5. How manv drainage areas does the project have?
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
Drainage Area I
° _J'Draina a Area 2
Receiving Stream Name
UT Turkey Creek
N/A
Receiving Stream Class
CSw
Drainage Area
2178005E 5,00Ae.
Existing Impervious* Area
None
Proposed Impervious"` Area
106263SE 2.44Ac
% Impervious* Area (Total)
48.891a'
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -Site Buildings
3 600 SF
N/A
On -Site Streets & pipe storage yard
102,663 SF
On -Site Parking
On -Site Sidewalks
Other On -site
Off -Site
`
Total: 106,263 SF
Total:
'Impervious area is defined as the built upon area including, but not limited to; buildings, roads, parking areas, sidewalks, gravel
areas, etc.
Form SWU-101 Ver 3.99.0401.doe Page 2 of 4

-
7. !-low was the off -site impervious area listed above derived?
No offsite runoff enters project site or detention pond .r s..
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.eachi_lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
I. 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 106.263 square feet of the site 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 bf swimming pools..,
3. Swales shall not he 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. „
S. All permitted runoff from outparcels or future development shall he directed into the permitted stormwater
control system. These. connections to the stormwater control system shall he performed- in . a manner that
maintains the integrity and performance of the system ps permitted
By your signature below, you certify that the recorded deed restrictions and protect ive'coven ants 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. SUPPLEMENYFORMS
The applicable state stormwater management pen -nit 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.' i
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
Fonn SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 NeUse River Basin Supplement
Form SWU-109 Innovative Best,Management Practice Supplement
Fonn SWU-101 Ver 3.99.0401.doc 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, informationsby. signing your, initials in the space
provided next to each item. . 1 1. .
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 11 .
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegeiaied buffers (where,required)
VII. AGENT AUTHORIZATION
r,
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 State: NC Zip: 28401 .
Phone: 9� 10 ) 799-1544 FAX: ( 910 )799-15.51
Vlll. APPLICANT'S CERTIFICATION
(print or type name of person listed in General Information, item 2) Ebert Dean Robbins
, 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,ptans, that the.required deed restrictions and .
protective covenants will be record and that e proposed project complies with the requirements of 15A NCAC
Signature: CA
Date:
Forn, SwU-101 Ver 3.99.0401.doc Page 4 of 4

Permit No. Z�V-2V
(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.
1. PROJECT INFORMATION
Project Name: Southeast Burgaw Properties, L.L.C. _
Contact Person: Dean Robbins Phone Number: ( 910)259-4871
For projects with multiple basins, specify which basin this worksheet applies to: NIA
elevations
Basin Bottom Elevation 14S ft.
Permanent Pool Elevation 20.0' ft.
Temporary Pool Elevation 21.0' ft.
(floor of the basin)
(elevation of the orifice)
(elevation of 'the discharge structure overflow)
areas
Permanent Pool Surface Area 10,800 sq. ft. (water surface area at the orifice elevation)
Drainage Area 5.00 ac. (on -site and off -site drainage to the basin)
Impervious Area 2.44 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 33,275 cu. ft. (combined volume ofmain basin and forebay)
Temporary Pool Volume 11,538 cu. ft. (volume detained above the permanent pool)
Forebay Volume 9,288 cu. ft. (approximately 20% of total volume)
Other parameters
SAIDA ' _ .1 %o
Diameter of Orifice 1.25 in.
Design Rainfall 1.0 in.
Design TSS Removal2 90 %
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-l02 Rev 3.99.doe Page I of

Footnotes:
When using the division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon
[he 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 BMP 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
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.
a 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 1 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.
1� j. A trash rack or similar device is provided for both the overflow and orifice.
E'1 k. A recorded drainage easement is provided for each basin including access to nearest right -of-
`r way.
td- 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.
11. 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 3 does not
This system (check one) 0 does does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form S WU-102 Rev 3.99.doc Page 2 of 4

Maintenance activities shall be performed as follows:
l . 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. ' • •' n'r I - " , 3
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 4'. 1 ' feet in the,main pond,.the sediment shall be removed.
When the permanent pool depth reads 2. 3 ' feet in the forebay,,the sediment.shalI be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation _ 20.4'
Sediment Rem val El. I I P 75°/
k•.�� ASediment Removal Elevation 15.9' 1750/6'
Bottom Elevkion 17.0'jZ6%
Bottom Elevation 14.5' y 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 vegetate&shelf and forebay berm.
G. 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.
Farm S W U-102 Rev 3.99.doc Page 3 of 4

7. All components of the wet detention basin shall be maintained in good working order.
I acknowledge and agree by my signature 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 prior to
any changes to the system or responsible party.
Print Name:
Title: PEPS i dPnt
Address: 204 N. Dickerson Street. Burgaw, NC 28425
Phone: -4
Signature:
Date:
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, , a Notary Public for the State of
OAJ��
�n S
County of ��Z U . , do hereby certif that (`��e.t � & a,\-,
zoo
O
personally appeared before me this day of , and acknowledge the
due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and
official seal,
SEALC�. April 1, 2002
My commission expires
MY Is 2W
Form SWU-102 Rev 3.99.doc Page 4 of 4