SW8020906_CURRENT PERMIT_20021126

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATES
YYYYM M D D

�O G
6 7
r
� y
-- - — -�:-- - Michael F. Easley, Governor —
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. Fred Hester, Trustee
First Baptist Church of Shallotte
y °
/�6 , 4,W Main Street
Shallotte, NC 28470
— Dear Mr. Hester:
Alan W. Klimek, P.E., Director
.Division of Water Quality
Wilmington Regional Office
November 26, 2002
Subject: Permit No. SW8 020906
First Baptist Church of Shallotte
High Density Stormwater Project
Brunswick County
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for First Baptist Church of Shallotte on September 5, 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 020906
dated November 26, 2002, for the construction of First Baptist Church of Shallotte.
This permit shall be effective from the date of issuance until November 26, 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 l 50B 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
RSSlarl: S:IWQSISTORMWATIPERMIT1020906.NOV
cc: Phil Tripp, P.E.
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
Ww
NCDEi'�fR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

State Sto' ni_�vater Management Systems `- '-
Permit No. S W 8 020906
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
First Baptist Church of Shallotte
First Baptist Church of Shallotte
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
Permit.
This permit shall be effective from the date of issuance until November 26, 2012, and shall be
subject to the following specified conditions and limitations:
1. 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 158,039 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.
I

State Stormwater M anagement Systems -
Permit No. SW8 020906
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
First Baptist Church of Shallotte
Permit Number:
SW8 020906
Location:
Brunswick County
Applicant:
Mr. Fred Hester, Trustee
Mailing Address:
First Baptist Church of Shallotte
4510 Main Street
Shallotte, NC 28470
Application Dater
September 5, 2002
Receiving Stream/River Basin/Index #:
Lumber / UT Sharron Creek / 15-25-2-9-(2)
Classification of Water Body:
"SC HQW"
Pond Depth, feet:
5.5
Drainage Area, acres:
10.25
Offsite Area entering Pond, ftz:
Total Impervious Surfaces, ft':
Permanent Pool Elevation, FMSL:
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
none accounted for, per engineer
158,039
27.5
21,444 @Permanent Pool
35,623
29.0
1.75"cp pipe

-
-, tat e_ to n-nw ater'M anagem ebt-S ystems"
Permit No. SW8 020906
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.
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. 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 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 Sfoniiwater Management Systems --
Permit No. SW$ 020906
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 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 of 10.25 acres may enter the permitted
stormwater facilities without first applying for and receiving a permit modification.
M. 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 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.
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
stomiwater 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.
5

a e ormNvater Management Systems`
Permit No. SWS 020906
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 26th day of November, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
I

State Stormwater Management Systems
Permit No. SW8 020906
First Baptist Church of Shallotte
Stormwater Permit No. SW8 020906
Brunswick 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,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications. . .
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

Stormwater Management, Systems --
Permit No. SW8 020906
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
- 6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections

Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
7'his form Wray he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Trustees of First Baptist Church of Shallotte
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Fred Hester, Trustee
3, Mailing Address for person listed in item 2 above:
4510 Main Street
City: Shallotte State: NC Zip: 28470
Telephone Number: 910-754-404
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
First Baptist Church of Shallotte
5. Location of Project (street address):
US HM 17 (Business
City: _ Shallotte County: Brunswick
6, Directions to project (from nearest major intersection):
From NC Hwy
130
(Holden Beach Road),
travel cast on US 17 Bus. Approx.
0.4 mile_ site is on left.
7. Latitude :
N 34"
00' 00"
Longitude: W 770 00'
00"
of project
8. Contact person who can answer questions about the project:
Name: Phillip TrippTelephone Number: 910-763-5100
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form S WU-1 U 1 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 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 Stornitvater
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 stonnwater will be treated. Also attach a detailed narrative
(onc to two pages) describing stonnwater management for the project.
Wet pond
2. Stonmvater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 10.25 acres
5, How many drainage basins does the project have? l
4. Project Built Upon Area: 35.41 %.
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.
Vtt.9«:j;:�}::_':�
Receiving Stream Name
Unnamed trib. to Sharon Creek
Receiving Stream Class
SC HQW
Drainage Basin Area
10.25 ac
Existing Impervious * Area
-
Proposed Impervious * Area
3.63 ac
% Impervious* Area (total)
35,41%
rE :.S tfa t :;?.:::;;«:<::::::<::::<::>::<:
:;ltta ::.. .::>::.......................
<:<<:>13r :; �ua.i A.' >:4<:«<<:
::: .::
i 3 a' .. 3a i>ra:: >:..;:...............
On -site Buildings
32,600 sf
On -site Streets
-
On -site Parking
124,359 sf
On -site Sidewalks
1.080 sf
Other on -site
-
Off -site
-
Total:
I E=158,039 sf
E=
* 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 4

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 fallowing 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 ofany 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 be filled in, piped or altered except as necessary to provide driveway crossings.
4. Buill-upon area in excess of the permitted amount requires a state stormwater management permit modocation prior
to construction.
5, All permitted runoffftom 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 ofthe 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
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-109
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3,99 Page 3 of

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 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 C'J(_
• 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 and date
- Mean high water line
- Dirneuisioned 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 casements, pipe sires, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI I. 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 finn): Tripp Engineering.. P.C,
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone; 910 763-5100 Fax: [phone]
Vill. APPLICANT'S CERTIFICATION
1, U)rint or type name of person listed in General Information, item 2) Fred Hester ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. _`�W? O201�
(to be provided by D1d'Q
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
T his 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.
PROJECT INFORMATION (please complete the following information):
Project Name: _First Baptist Church of Shallotte
Contact Person: Phillip Edo Phone Number: 910 763-5100
For projects with multiple basins, specify which basin this worksheet applies to:
elevalions
Basin Bottom Elevation 22.0 ft.
Permanent Pool Elevation 27.5 ft.
Temporary Pool Elevation 29.0 ft.
cu•eas
(floor of the hasin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
Permanent Pool Surface Area 21 444 sq.ft. (water surface area at the orifice elevalion)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAB
Diameter of Orifice
Design Rainfall
Design TSS Removal2
10.25 ac. (on -site and off -site drainage to the basin)
3.63 ac. (on -site and off -site drainage to the basin)
69 520 cu.ft. (combined volume of main hasin crud forehay)
35 623 cu.ft. (volume detained above the permanent pool)
] 3,848 cu.ft. (approximately 20% of lotcil volume)
2.26 (surface area to drainage area ratio from DWQ table)
1.75 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form S W U- l02 Rev 3.99 Page 1 of 4

Footnotes:
1. When using the Division SAlDA 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 ror non-
standard table entries.
2. In the 20 coastal counties, the requireinent for a vegetative filter may be waived if the wet detention basin is designed to provide
90%, TSS removal. The NCDENR BNlP manual provides design tables for both 85% TSS removal and 90% TSS removal.
M 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
GDc a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
r pc b. The forebay volume is approximately equal to 20% of the total basin volume.
Cox. c. The temporary pool controls runoff from the design storm event.
C d. The temporary pool draws down in 2 to 5 days.
CAL e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
, ci�?(: f. The basin length to width ratio is greater than 3:1.
GDC g. The basin side slopes above the permanent pool are no steeper than 3:1.
CX li. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
CDC.. i. Vegetative cover above the permanent pool elevation is specified.
[ x _ J. A trash rack or similar device is provided for both the overflow and orifice.
�X 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 to be performed prior to use as a wet detention basin
CD-1 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 X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4
rc

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.
J. 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 4.125 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 27.5
Sediment moval El, 25,25 75 /�
--------L25
- Sediment Removal Elevation 23.375 75%
Bottom evatian 5%�---------------------------------------------- ----
Bottom Elevation 22.0 25'%1
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 possible.
) orm SWU-1Q2 Rev 3.99 Page 3 of 4

­T 1J
1.
7. All components of the wet detention basin system shall be maintained in good working order,
acknowledge and agree by my signature below that 1 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: Fred Hester
Title: Trustee
Address: 461a -•4!5�ain _Street, Shallotte, NC-649- Z"'7D~ 444(6
Phone: [phone]
Signature: �,, Q % ` �LG.12-.
Date:
Note: The legally responsible party should not be a homeowners nssoeiat.ion unless more than 50% of Ilie lots have been sold and
a resident of the subdivision has been named the president..
1, I�r� . 30>1ril a Notary Public for the State of North Carolina
County of Pcj' k, do hereby certify that Fred 4jcdcL
personally appeared before me this day of _2002_, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
O:•�pTAR y.
PUBLNG '4.
SEAL
My commission expires jtj` 1,
Form S WU-102 Rev 3.99 Page 4 of 4