SW8020727_CURRENT PERMIT_20021011

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

I
Michael F. Easley, Governor
WilliamG. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
- Alan W. Klimek, P.E.,-Director
Division of Water Quality
Wilmington Regional Office
October 11, 2002
Ms. Mary Houston, Member -Manager
Access Storage, LLC
H 7 Pine Street
Shallotte, NC 28459
Subject: Permit No. SWS 020727
Access Storage
High Density Stormwater Project
Brunswick County
Dear Ms. Houston:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Access Storage on October 3, 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 020727 dated October
11, 2002, for the construction of Access Storage.
This permit shall be effective from the date of issuance until October 11, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis, or me at [phone].
Sincerely,
V�'L� C—. Lz
Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:IWQSISTORMWATIPERMIT1020727.00T
cc: Jay Houston, P.E.
Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone]
4C*24
NCDENR
Fax [phone] Customer Service
800-623-7748

- State Stormwater Mahagenient Systems
- - - -- Permit No. SW8 020727 - -
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
Access Storage, LLC
Access Storage
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 October 11, 2012, 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 112,275 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

State Stormwaier Management' Systems
- - " -
Permit No. SW8 020727
DIVISION OF
WATER QUALITY
PROJECT DESIGN DATA SHEET
-Project"Name:
Access Storage
—_-- .Y--_ _- -Pen-nit-Number: -- --- - - _- -- _ --
_ SW8 020727 -- --- -� ----
Location:—' -- - -" - - - T"
Brunswick County
Applicant:
Ms. Mary Houston, Member -Manager
Mailing Address:
Access Storage, LLC
117 Pine Street
Shallotte, NC 28459
Application Date:'
October 3, 2002
Receiving Stream/River Basin/Index #:
Lumber 1 Shallotte River / 15-25-2-(5)
Classification of Water Body:
"SC"
Pond Depth, feet:
6.00
Permanent Pool Elevation, FMSL:
11
Drainage Area, acres:
3.45
Total Impervious Surfaces, ft2:
112,275
Offsite Area entering Pond, ft2:
none, per engineer
Required Surface Area, ft2:
6,354
Provided Surface Area, ftz:
6,890: "
Required Storage Volume, ft3:
9,048
Provided Storage Volume, ft3:
9,093
Temporary Storage Elevation, FMSL:
12.2
Required Forebay Volume, 113:
3,426 - 4,188
Provided Forebay Volume, ft3:
3,483
Controlling Orifice:
1.5"cp pipe
Time to Draw Down, days.
2.3
3

State Stormwater Management Systems
- -- - - - - - Permit No. SW8 020727-
II. SCHEDULE.OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior fo 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. Debri's 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.
C. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
£ Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
n
W

State Stormwater Management Systems
Permit No. SWS 020727
10. The permittee shall submit final site layout andgradirig.plarss 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.
- 1-1------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 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.
11I. 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. Responsibility for compliance with all permit conditions remains with
the Permittee until such time as the Division approves the formal permit request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any 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.
M

- - - - - JState Stormwater Management Systems i
-- - - - - -Permit No.-SW8 020727 -
8.- Approved plans and specifications for this -project are incorporated by reference and are
enforceable parts of the permit.
- 9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
-._.Permit issued this the I Ith day of October, 2002.- --- - - =--
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
1
r
I

- _ State Stormwater Management Systenis
Permit No. SW$ 020727
Access Storage - -
- --- --Stormwater Permit No. SW$ 020727
Brunswick County
.-._Designer's_Certirication____----------- _- _ - — - - -- --- - - - - -
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

State Stormwater Management Systems
Permit No. SW8 020727
Certification Requirements: - -
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
Brunswick County Building Inspections

.'; i"r g` _ ."e."..' �. Y- -.xr^ iS i�`�.xw..t '+.are •�+�"_._..!'n` i t :—�. — .
State of North Carolina
Department of Envhw meat and Natural Resources
Division of Water QuaHty
STORMWATER MANAGEACWT FER M APPLICAMN FORM
77ds fmm man! be ph dwapiad for im as an wighW.
L GmgnAL mFoRmAnON
L Applicants aroma (spy the name of the corperatkut, mdivuoal, ere who owns the project):
Access Storage, I.LC
2. P=t Owner/S*mmg Of# chXs name and tithe (person legally respaamble Aw # w=Hty and compliance):
Mary Houston , f ` e m bex - m g q 2g,
3. Making Address hzr person listed at im 2 above:
117 Pine Street
Shallotte Statim NC Zip: 28459
Telephone Number. ( 910 ) 754-6324
4. Project Name (subdwmon, facility, or a lishmerat name - should be earudstesd with project name an
Plans, specibratiorts, lettersoperation and mandwance apeemexrss, ere):
Access Storage
5. Location of Project (street address):
Mulberry Street
car Shallotte .. _ C=dT. Brunswick
6. Dir=bon to pr px± (from nearest st major konsectim):
From Main Street Shallotte ( Hwy 17 Bus) turn right on MulberryStreet. EMj eCt J S
on left across from Autuum Care Nursing Home.
7. r _._330SR`37y U6gwlde: .7823�Z2� _ ofproject
S. Crnttact peraon who can answer quesdoas about the project:
Names Jason Clark Telephone Number. 910 754-6324
EL PERMIT INFORMATION
1. Spedfp whether project is (check ane): x New Reneww Modification
i_..r.- Q 9T TA7 fin A--- 1 -C A

I

Z If this a}rpU ad m im being wed as the =suit & a moewal ar madificatim to an odstaag pest, Yost the
casdxsg permit =mber and its Liszt date cif lrwwn)
3. Sgfy a type of pmpmt (dtedt aae�
__-Law Densay X Doty R+edevoiap jGmmmai Fw3 t pdler
4 (dtedc hk bhm sj:
GSA 14ow x SedCaaotmi „404/4M Permit NPUM water
�1i:,i,a: - •.� ��a �:: �• '. r, �:' • ��a�il.: r.i i_ o;' _6;-- .:.
M. PROYBu DouRk" w
L Irt dw space pravided•bekm, awe bow r lvf be tXmated. Also atla6 a det$1led noxm& e
(am to two pages) dig smmagmeaf floor tine P�
Stormwater will be collected and treated by a stormwater pond
2.-gb=Nra4er zs nu f fam this pzx4ect dm m to the Lumber giver baps.
3. Total Pic iedAaea;-3,, 9,�_._.acms
5. Haw massy drainage areas does the pwp%±hwe? I
4. PmjecY &a UpsmAmy 7 j, E_ , „ %-
tz Ca mp�lebe the figkxvmg Warmaimn for each chrai mp arm. If thm ace - than two dmdmwacmemdze
pact, ate an additisnsai stteetwith the kdmmmztkm fcr coda a— provided m the same fuzmat as below.
Sw Po,,,d�1
brspaai= ann is defused as the hit upon arras aniudiaw kd 7wt to, knui rgs, romb, pari3sg Qmm
. g:wei arers, d
m
Farm WU- IM Vmian 399 P"e Z of a

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v

VL SUBPAMAL MiQUOIAdm4-0.
Only emplete applicatim parka will be accepted and mviewed by file Div== 4 Water Qm&y (DW%
A cmmaplebe package iadod+es all of the items Hged below. The complete appficaticm package should be
subatitted to the appmpdAe DWQ jai CW:Eu .
I. Please indi that you have provided the falloswing requ red tdomnadon by imfialing in the space
provided iunt to each its.
• Odgmal and one crnpy of the Shnmmwater Mart Pit Appfication ,Fay
• One copy of the applicable Supper Foams) for eadt XWP
• Perm appfuatian prig fee of $M (Payable to NCDE 4M
• -Detardednarrative desk ion of sbmearvvaba am/mart
• Two capdesaf plans and
- Enobur and film
-Legend
- NOKth arrow
- Scale
Revision member & lobe
Munn high water line
- D propeY/P;mqect bo=xIaay
- ration map wish named streets or NGSR saimbeis
- Odgixtal amtcnuS, proposed cnnbours, spot elevaticm, finished floor elevadow
- Details of loads, drainage feabuPs, Cnflecticrt sysb=s, and Stormwaber cmt rol
- Wetlands dam, or a =t a on plans duo none cost
- Feting drayage (fig off -Ate), damageawAments, Pipe sue, nmoff calQslatinns
- Drainage am delineated
- Vegebmd buffers (whore
V1L AGENT AiTSHOREEAnON
If you wish to da dxmiy to another zK ividuat or fine so that they'snap provide wfoxtuaftm an your
behalf, please complete this sew.
Designated agent omaividual or firm): Houstonand Associates, P.A.
A&d n A,ddrms: Post Office Box 627
CRT-
Shallotte NC T.ip:28459
phone( 910 754-6324
VUL AMUCANI'5 CERMFICAMO
g= ( ' 910 754-2121 _
(Prud ar type MMW of m Usted zu GWl h#jm� don 2 Mary Houston
cerfi#p that the information inch ed an tills pert appik3f= form. is, to the best of my knowledge, aacxect and
that the project wM be consftueted m conform with the approved , that the req=md deed zesbacdons
and pr+awchve covenants will be recorded, and that the proposed Project comph with the requnvuents d 15A
NCAC 2H -IOO(L
Date /-a 66.2—)

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• 11

PWaft No. !-W&DLC12Z
She of Nudh Camlma
Depaitmeaf of Eavirnrnaen and Natmml Remmures
Ihvisim of WAftw QuaHly
• ' a o ' DI' „1 OW,14411WAvy (• "� •
WET DETENTION BASIN SUPPLEMENT.
M►i11 1 _r 01!911` S f.. 11 1 ..irf 11 ( 1 1Yllt rl►: , r.M.w .:, :si'► t r :1r ,�I trim li_I ..ill ,I, r: tirlr
lt►'�r L.1 ,...,1 S►i rl /•' all /, +i5 J, •.: r { htti :11 1 / :,s 1 f 't/ �.► w, t i,t. t ► 11 ` ►-: •:,rl =1� r ►,Irl -�1
L PROJECT DWORMATION
p � Nave: Access Storage,,
Cautwt PcM= Jason • Clark phmc Njmnbw- 1_91.0 � 754-6324
Fur pm,1ab with multqAe.basms, Vcmfy whi& basin ties wort aQQlies #n:
Basin Holum E cvadm 5.0 ft
Pemnmenk Pod Elevmdm 11 _0 fL
Tory Pod EI -vation . 12.2 fL
(Haar ofdw b�)
(elevadorr.of the orb)
(elesAation of fire merge .smn ov�rjtow)
areas
pc=m st Pool Surface Area
6,890
sq. ft
-(wwL-r m dare area at the ar#iica devadm)
I]ndmq c Am
3.455
ac,
(ore -site [aid off -site drainage to dw huasin)
bmpwAcm Ama
2.571
rc.
(amp -site and off -.see diamage to the ham)
_
whmees
f arm# Pad Val==
19 , 0 3 5
cast. fL
(conehined value of m= ham aced jbrebay)
Te:nQnrarq Pad Volumc
9,093
aL fL
(voles w detaomed ahaae the perarm eW PwO
rR,�y V�
- 3, 483
__,_ c. fL
(qppruxEmmly 20% of total vaimese)
Other pannimiara
SAIDAI
r P.111i77
—,1. # , Fa
r �. [J1 .i111x I
4.222.
1.5
1.0 hL
(.nu faces area to drainoc anew ran fans DWQ table)
(2 to 5 day tm.Wmmy Pool draw-do'v'i mq irrdi
90 % (miahnrme 85% mgWred)

Foomotm;
Wbea wing the Divm = SAADA tables, the conect SAMA =a for perumnent pool sizing should be aonWuud based zPCM the
ac mal imper-taus % and peranm= pool depth. Linear is tagw1adon should be empicycd to dew the cooed value for nau-
smudaxd tame enum
in the 20 coastal c o mam, the requffea l for a vegetative 0= may be waived if the wet deieatlan basin is desigmed to provide
90% Mremoval. The N®ENR Bhe manual provides design tables for both 85% TM removal and 90% 1M twat.
The following checklist outlines design mpti ments per the Stortowater Best Management-Rac tices Manual
(N.C. Departuu at of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to -indicate tine following design requirements have been met and supporting
documentation is atutetwd. If the applicant has designated an agent in the Stoimwater Management Permit
Application Farm, die agent may initial -below. If a requhvzment has -not been met, attach }ns,#fon.
Applicants Initiacia
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 nmoff from the design smarm event.
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
calculation)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no stems than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
L Vegetative cover above the permanent pool elevation is spccfied.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easenwnt is provided for each basin inchuiing access to nearest q;ht-
V of -way.
L if the basin is used for sediment and erosion control during construction, dean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which wiU drain the basin for maintenance or an emaergency.
IIL WET DETENTION BASIN OPERATION AND MAINTENANCE AGENT
The wet detention basin system is defined as the wet detention basin, gretreatineut including fouebays and the
vegetated-frltex if one is provided..
Thou system (check one)
0 does
does not
incorporate a vegetated) toter at the outlet.
This system (check one)
0 does
does not
hwarporate p twent other than a forebay.

Maintenance activities shall be performed as foIlows:.
1. After every significant nmoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment won, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and ckair the orifice of any obsumcdons such that drawdown of the temporary pool occurs
within 2 to 5 days as de i md-
2. Repair eroded at+eas m-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and move trash as needed.
3. fnspect and repair the collection system (Le. catch basins, piping, swaks, ripraup, etc.) quarterly to
maintain proper fnncxioning.
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). Remmved sediment shad be disposed
of in an appropriate mane 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 detmmine ft sediment elevation shall be such- that it will give an acxa m&
depth reading and not really penetrate into accamulated sedi:nents.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall he removed.
Wbuea the pm anent pool depth Leads 3.0 feet in the fambay, the sediment shall be removed.
BAMN DIAGRAM
(fU in du Gat)
Pica[ Pool Eicvadan 11 .0
A
Sew dal Flev=m 6.5 75%
Bam= �'b
5.0 �r
FOREBAY
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin sudace. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6_ If the basin must be drained four an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.

7. All components of dw wet detention basin system shall be maintained in good wodang order.
I aelmowledge and agree by any signatm below that I am responsible for the pcn% nnence of the seven
maintenance pro=dunes listed above. I agree to notify DWQ of any problems with the system or prior to any ;
changes to the system or responsible party.
Pint name. Mary Houston
Tatla: McTher 241 Q-
fig: 117 Pine Street, Shallotte,NC 28459
Phone: (910.) 754-6324
Note: The leery Tcgxx -b1e pmay shomid not be a harnea is usod-d on Wasmen than 5ft of the Iats bane been said and
a ani ion of the sab&visiaa has been named the pcidwt
a Notaxy- Public for die State of
County of i do hereby car* dna : --- nuc tn ►n- -
pemnaffy appeared before me this _ day of Zi .vi e. . a00 �1, . and arhm vied& the due
execution of the forgoing wet detention basin mainoeaaace regairem5nts. Witness my hand and official seal,
1EAIHER H. BRANCH
NOTARY PUBLIC
BRUNSWICK COUNTY, NC
�MMISSION EXPIRES
My commission expires la - a 5- a nn-G .