SW8000727_CURRENT PERMIT_20001221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT N0.
SW ZZQTa�
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o�UCJ7�l�
YYYYMMDD

Suite• of.North Carolina
Depairtment of Environment
and Natural Resources
Wilmington Regional Office
11111es B. Hunt, .1r., Governor
Bill Holman, Sccretall
Division of Water Quality
December 21, 2000
Mr. David Bvrd. Owner
David Byrd; Owner
2403 Castle I-lavne Road
Wilmington. NC 28401
Subject: Permit No. SW8 000727
Automotive Services
High Density Stormwater Project
New Hanover County
Dear Mr. Byrd:
The W d min roton Regional Office received a complete Storlllwater Management Permit Application for Automotive
Services on November 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 211.1000. We are forwarding
Permit No. SW8 000727 dated December 21, 2000, for the construction of Automotive Services.
This permit shall be effectirre from the date of issuance until December 21, 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
managcnicnl 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, 11.0. Drawer 27447, Raleigh, NC 2761 1-7447. 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,
Rick Shiver -
Water Quality Regional Supervisor
RSS/sav: S:1WQS1S`I'ORMMIA`TIPERM1T1000727.DEC
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Scott Vinson
Wilmington Reggional Office
Central Files
127 Cardinal Ur. Lxt.. Wilmin-ton, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmalivc Action I:mplovcr 50%, r•ecycied/10%, lxrsl-consumer paper

State stormwater Managen}ent Systems
Permit No. SW$ 000727
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
I iiaccordance with the provisions of Article 21 of Chapter l 43, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
David Byrd, Owner
Aulomotive Services
New Hanover Coulzry
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 December 21, 2010 and shall be subject to the
following specified conditions and limitations:
1. 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
56,976 square feet of impervious area.
I 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.
5. The built -upon area for the future development is limited to n/a.
6. The runoff from all onsite and offsite built -upon area permitted with this project must be directed into the
permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW8 000727
DIVISION OF VVATEI2 QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Automotive Services
Permit Numher:
SWF, 000727
Location:
New 1-lanover County
Applicant:
Mr. David Byrd, Owner
Mailing Address:
David Byrd, Owner
2403 Castle I-layne Road
Wilmington, NC 28401
Application Date: November 20, 2000
Name of Receiving Stream/Index 4: NE Cape Fear- River / 18-74-61
Classification of Water Body: "C SW"
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 6.50
Permanent Pool Elevation, FMSL: 25.00
Drainage Area, acres:
1.61
Total Impervious Surfaces, ft2:
56,976
Buildings, ft2:
16,963
Parking, ft2:
37,801
Sidewalks, fF:
2,212
Offsite Area entering Pond, ft2:
none, per Engineer
Required Surface Area, ft2:
2,858
Provided Surface Area, ft2:
2,986
Required Storage Volume, ft3:
4,565
Provided Storage Volume, f13:
5,189
Temporary Storage Elevation, FMSL:
26.50
Controlling Orifice:
1.00"� pipe
3

State Stormwater Management Systems
Permit No. SW8 000727
IL 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.
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 revegeiation of side slopes.
d. Immediate repair of eroded areas.
C. 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.
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.
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.
A modification must be permitted prior to any construction. The following items will require a modification
to the permit:
a. Any revision to the approved plans, regardless of sire. _
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon 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 was sought.
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 minimum
often years from the date of the completion of construction.
4

State Stormwater Management Systems
Permit No, SW8 000727
12. Prior to the sale of any portion of the property; an access/maintenance casement 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 Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within thetime 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.
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.
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 21 st day of December, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000727

State Storm water Management Systems
Permit No. SWb 000727
Automotive Services
Stormwater Permit No. SW8 000727
New Hanover County
Uesigner's Certification
1, , as a duly registered in
the State ofNorth Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Prof 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:
0
Signature
Registration Number
Date
0
SEAL

State StorrnNvater Management Systems
Permit No. SV+18 000727
Certification Requirements:
I . 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.
S. 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.
I I . Required drawdown devices arc 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
Tony Roberts, New Flanover County Building Inspector
7

TE 00057
(DHICE�USE3ONLYs .,.a , A 3�, °�,� � „`,: , BAatA f _ §3. 3 F 33 �q .F
i } n1i �' AB
Date Received
Fee Paid
Permit Number
-aa-uo
ywSOa67.-7
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
David Bvrd
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
David Byrd / Owner
3. Mailing Address for person listed in item 2 above:
2403 Castle Hayne Road ^
City: Wilmington State: NC Zip: 28401
Telephone Number: 910-343-9040
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Automotive Services
5. Location of Project (street address):
2403 Castle Hayne Road
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
From the intersection of North Kerr Ave and Castle Hayne Road, travel south approximately 1.5 miles
site is on the right
7. Latitude : I N 34' 22' 30" Longitude: W 77" 56' 00" of project
8. Contact person who can answer questions about the project:
Name: Charles D. Cazier Telephone Number:
11. PERMIT INFORMATION:
1. Specify whether project is (check one):
X New
10-763-5100
Renewal Modification
Form SWU-101 Version 3.99 Page I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number NA and its issue date (if known)
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 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.
wet detention
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 1.61` acres 4. Project Built Upon Area: 81.0 %.
5. How many drainage basins does the project have? 1
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.
$as�n l�formaticii' `` `'' ;r `:1Draiiiage
Basm'1' "�'��4�DiamaeBasin,2�
Receiving Stream Name
Northeast Cape Fear River
Receiving Stream Class
-SW
Drainage Basin Area
1.61 ac
1 xisting Impervious * Area
26,858 sf
Proposed Impervious * Area
30,118 sf
% Impervious* Area (total)
81.0%
[mpciviousj* Surface Area ¢�
Dra�n� ;e'Basin 1 531 . R
i�Drainauc Sas�n 2
SF i
On -site Buildings
16,160 sf v. boo
� F o
On -site Streets
-
On -site Parking
37,801 sf
On -site Sidewalks
2,212 sf
Other on -site
-
Off -site
-
Total:
E=56,976 sf
Z=
* 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 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived?
NA
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.
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 of 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 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 stortwater management permit modification prior
to construction.
5. Allpermitied runoff from outparcels or future development shall be directed into the permitted stornnvater 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.
Lorin SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Dorm SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Norm 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

Vl. 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.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form G�x
• One copy of the applicable Supplement Form(s) for each BMP C
• 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 and 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): Tri En ineerin P.C.
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) naxi; d Bvrd
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 req 'rements of 15A
NCAC 2H .1000.
Signature: _ ) Date: I
Form SWU-101 Version 3.99 Page 4 of

TE 00057
Permit No.
(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 a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Automotive Services
Contact Person: Charles D. Cazier Phone Number: (910`763-5100_
For projects with multiple basins, specify which basin this workshect applies to: _I
elevalions
Basin Bottom Elevation 18.5 ft. (floor of the basin)
Permanent Pool Elevation 25.0 ft. (elevation of the orifice)
Temporary Pool Elevation 26.5 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 2,986sq.ft. (water surface area at the orifice elevation)
Drainage Area 1.61 ac. (on -site and off -site drainage to the basin)
Impervious Area 0.69 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 9,397 cu.ft. (combined volume of main basin and forebay)
Temporary Pool Volume 5,282 cu.ft. (volume detained above the permanent pool)
Iaorebay Volume 1,829 cu.ft. (approximately 20% of total volume)
Other parameters
SA/DA
Diameter of Orifice
Design Rainfall
Design TSS Removal
4.18 (surface area to drainage area ratio from DWQ table)
1.0 in. (2 to 5 day temporary pool draw -down required)
90
in.
% (minimum 85% required)
Norm S WU-102 Rev 3.99 Page 1 of 4

Footnotes:
l . When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR t3MP manual provides design tables for both 85% TSS removal and 90% TSS removal.
I1. 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
CC�_O' a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
CC131- b. The forebay volume is approximately equal to 20% of the total basin volume.
c4:21-
c. The temporary pool controls runoff from the design storm event.
C d. The temporary pool draws down in 2 to 5 days.
C 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.
CC;r� 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).
G67- i. Vegetative cover above the permanent pool elevation is specified.
CsZ j. A trash rack or similar device is provided for both the overflow and orifice.
[�- k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
x. 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
C-pe, m. 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) ❑ does Vdoes not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does [kdoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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 not be handled in a manner that will 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 4.875 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 25.0
Sediment R moval El. 22.75 75 /o
Sediment Removal Elevation 20.125 75%
Bottom evation 22.6 %--------------------------------�--------- --
Bottom Elevation 18.5 25°/a
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.
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 possible.
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: David B
Title: Owner
Address: ^ T 2403 Castle Hayne Road, Wilmington, NC 28401
Phone: [phone]
Signal
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.
I, µO�_ty� , f�Ol� ,�L `y �. , a Notary Public for the State N C) r+� , (:'(Wo
County of N &J `� QM �p,� , do hereby certify that Da V l k. ILIA rl
personally appeared before me this day of TtA000, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires.
Form SWU-l02 Rev 3.99 Page 4 of 4