20070587 Ver 1_More Info Received_20070605

(n72f^t~'l~/?J?2~n1~/ (!(1??.5~~~~(~!~2~.1
~lr/y,riy~~tnj~, .~1~~rlL ~(a~~z/it~a~N~(l~
.~X~~.i '~/ti~la/~i~r/lvp. ~/~<eiz~re .%iTili /:i
29 May 2007
Ms. Cyndi Karoly
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Kingfish Bay
DWQ Project # 07-0587
Dear Ms. Karoly,
Plosie: ~~i~-!sz-iumi
~~ar: 9/I~-/ri Z- /~I/6ll
/f~/!~//~.IYN~YPt/~'t .77P~
In response to your request for additional information regarding stormwater permitting
for the above-reference project, please find enclosed the state-approved Stormwater
Management permit. Please feel free to contact me if we can be of further assistance.
Sincerely,
La a Stasavich
Environmental Scientist
o ~~~Qd~ ~
7
,IUN 5 200
,r~ ~~o sT Eo~a~ ~ s~ar~+

~_
WATF9
QG
~I~ ~
--I
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 7, 2007
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 07-0587
Brunswick County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Jim Wiseman
Wakefield Development
7246 Beach Drive SW
Ocean Isle Beach, NC 28469 D ~ ~ ~ ~~~ D
Subject Property: Kingfish Bay ~uN 5 2QQ7
Ut to Calabash River [030759, 15-25-13, SA, HQW]
DEWR -WATER G1~UALITY
REQUEST FOR MORE INFORMATION IkET1AN03{WD ST0~f4VATFR 9RANCW
Dear Mr. Wiseman:
On April 2, 2007, the Division of Water Quality (DWQ) received your application dated March 30, 2007,
to fill or otherwise impact 0.246 acres of 404/wetland and 1201inear feet of perennial stream to construct
the proposed multi-unit, residential subdivision. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive five copies of the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
The DWQ can require stolmwater management plans for developments that have, or are anticipated to
have, 30% or greater of impervious surface area within an HQW watershed. Furthermore, it is the
DWQ's policy that areas of concentrated development within a project must treat~stormwater runoff.
Your project appears to contain areas of concentrated development and therefore you will need to
provide a comprehensive stormwater management plans, in which all stormwater from the site is treated
by either extended detention stormwater wetlands, bioretention areas, or wet detention ponds followed
by level spreaders and forested filter strips. In your resubmittal, please include a separate DWQ
worksheet for each BMP that is used as well as attaching all items in the Required Items Checklist. The
DWQ worksheets are available at: http://h2o.enr.state.nc.us/ncwetlands/regcert.html
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and to provide us with a date that we may expect to receive this requested information. If we do not
receive this requested information within one week of the date you indicate it will be forthcoming, your
project will be withdrawn and you will need to reapply with a new application and a new fee. Please
contact me in writing and Joanne Steenhuis of the DWQ Wilmington Regional Office. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
No°e Carolina
401 Oversight/Express Review Permitting Unit Jl~atllrally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: h~://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/]0% Post Consumer Paper

Wakefield Development
Page 2 of 2
May 7, 2007
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian~Millan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to d' uss this matter.
Sin ~ ly,
yndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/~m
cc: Joanne Steenhuis, DWQ Wilmington Regional Office
Kim Garvey, USACE Wilmington Regulatory Field Office
File Copy
Central Files
Kim Williams, Land Management Group, Inc., P.O. Box 2522, Wilmington, NC 28402
Filename: 070587ICi ugfishBay(Bruuswick)On_Hold

State stormwater Management Systems
Permit No. SWS 061225
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
~7- 5~7
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
Nafhan D. Benson and Sandler at Calabash, LLC
Kingfish Bay
Brunswick County
FOR THE
construction, operation and maintenance of 13 underground infiltration trenches 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 February 19, 2017, 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 in Section 1.6 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 840,429 square feet of impervious area.-The
bypass outlet for each trench must be operated with a dissipater for non-erosive flow,
in accordance with the approved plans.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 061225
6. The following design criteria have been provided in the 13 infiltration trenches and
must be maintained at design conditions:
Infiltration Trench
Trench 1 Trench 2 Trench 3 'Trench 4 Trench 5 Trench 6 Trench 7
a. Drainage Area, acres
Onsite,ft2 4.33
188502 1,57
68528 1.57
68574 2.26
98582 3.91
170434 1.43
62368 0.76
33157
Offsite, ftz None
b. Total Im ervious Surfaces, ft2 105283 44204 38871 72824 91552 40688 22545
a Desi n Storm, inches 1.5
d. Trench Dimensions, L x W x H, ft 118 X 48.9
X3.5 120.3 X 28
X2.5 122 X 22 X
3.0 115.3 X
45.7X2.5 107 x 54
X3.0 71.7 X
43.2X3.0 80 X 22 X
3.0
e. Perforated Pi a Diameter/Len th 3.5' 1840'L 2.5' /660'L 3.0' 1440'L 2.5'~noso~L 3.0'~1950'L 3.0' I480'L 3.0' l272'L
f. Bottom Elevation, FMSL 11.0 19.5 17.5 42.0 38.5 46.0 42.5
. B ass Weir Elevation, FMSL 14.5 22.0 20.5 44.5 41.5 49.0 45.5
h. Permitted Stora a Volume, ft3 13815 5591 5312 8932 11639 5975 3419
i. T e of Soil =Blanton
'. E ected Infiltration Rate, in/hr ' 8.0
k. Seasonal Hi h Water Table, FMSL 9.0 17.5 14.0 39.5 36.0 43.0 39.0
I. Time to Draw Down, hours 3.4 2.4 2.7 2.5 3.0 2.4 2.3
m. Receivin StreamlRiver Basin .'.Calabash RiverlLiamber
n. Stream Index Number 15-23-13
o. Classification of Water Bod "SA HQW"
- :infiltration Trench
Trench 8. Trench 8A Trench 9 Trench 10 Trench 11 . Trench 12 `'
a. Drainage Area, acres
Onsite,ft2 2.98
130004 4.54
197857 1.23
53582 0.93
40349 2.59
112934 2.61
113734
Offsite, ft2 None
b. Totallm ervious Surfaces, ft2 83164 115746 36871 29568 72831 83282
c: Desi n Storm, inches 1.5
d. Trench Dimensions, L x W x H, ft 102 X 54 X
3.0 1267X5.5X
3.0* 70 x 38 X
3.0 74.3 X
32.5X2.5 93 X 42.9
X3.5 111.7 X
48.5X3.0
e. Perforated Pi a DiametedLen th 3,0' /900'L 3'~/1261'L' 3.0' /406'L 2.5'~1448'L 3.5'~/560'L 3.D' /900'L
f. Bottom Elevation, FMSL 41.5 41.5 19.5 16:0 13.0 12.5
. B ass Weir Elevation, FMSL 44.5 44.5 22.5 18.5 16.5 15:5
h. Permitted Stora a Volume, ft3 11076 15268 5218 3956 9438 10979
i. T e of Soil Blanton .
~. E ected Infiltration Rate, in/hr 8.0
k. Seasonal Hi h Water Table, FMSL 39.0 39.0 17.0 14.1 11.0 10.5
I. Time to Draw Down, hours 2.8 3.1 2.5 2.2 3.4 2.8
m. Receivin Stream/River Basin Calabash River/Lumber
n, Stream Index Number 15-23-13
o. Classification of Water Bod "SA; HQW"
*Pipe Diameter/Length and Trench Dimensions for Trench 8A based on 1 run of pipe.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its 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.
Page 3 of 7

State stormwater Management Systems
Permit No. SW8 061225
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. .Debris removal and unclogging of bypass structure, filter media, flow spreader, catch
basins, piping and vegetated filter.
g. A clear access path to the bypass 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. 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.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
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, lease or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which Sedinnentation
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.
10. The permittee shall submit final site layout and grading plans for any permitte d future
areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Perm=ttee far a minimum of ten years from the date of the completion of construction.
Page 4 of 7

State stormwater Management Systems
Permit No. SW8 061225
12. 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 Directorfor
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.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In
the event of a change of ownership, or a name change, the permittee must submit a
formal- permit transfer request to the Division of Water Quality, accompanied by a
completed name/ownership change form, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request
will be considered on its merits and may or may not be approved. The permittee is
responsible for compliance with all permit conditions until such time as the Division
approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee. to enforcement action by the Division of Water Quality, m 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) having 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 a nd
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~19th day of February 2007.
NOR~T~ CAROLINA ENIH~RONME-VITAL MANAGEMENT COMMISSION
forHian vv. r~nmeK, r.c., uirecior
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

~'~~r` :;
~~~
~~ fit, ~ ?t~
North Carolina (fie a ~~~~~~ ~~~'rs `~ ~'av
~ rtment of Environment and Natural Resources ~~`<,,`
Division of Land Resources
James D. Simons, PG, PE Land Quality Section
Director and State Geologist Michael F. Easley, Governor
William G. Ross Jr., Secretary
1/24/2007
LETTER OF APPROVAL WITH MODIFICATIONS AND
PERFORMANCE RESERVATIONS
Sandler at Calabash, LLC
Mr. Nathan D. Benson, Mgr
7246 Beach Drive S W, Suite #2
Ocean Isle Beach, NC 28469
RE; Project Name: King Fish Bay Phase I Express Review
Project ID: Bruns-2007-251
County/Town/Street: Brunswick, Calabash, Hwy 17
River Basin: Lumber
Submitted By: Withers & Ravenel
Date Received by LQS: January 18, 2007
Plan Type: NEW
Dear Mr. Benson:
This office has reviewed. the subject erosion and sedimentation control plan and hereby
issues this Letter of Approval ~~tla Modifications and Performandrr Reservations. A list of the
modifications and reservations is attached. 'This. plan approval shall expire three (3) yews
following the date of approval, if no land-disturbing activity has been undertaken, as is required
by Title 15A NCAC 4B .0129. Should the plan not perform adequately, a revised plan will be
required (G.S. 113A-54.1)(b).
Please be advised that Title 15A NCAC 4B.0118(a) requires that a copy of the approved
erosion control plan be on file at the job site. Also, you should consider this letter to give the
Notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance
with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance-oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statute 113A-51 thru 66), this office may require revisions to the plan and
implementation of the revisions to insure compliance with the Act.
127 Cardinal Drive Ext., Wilmington, North Ca ollina 2840 10384 phone: [phone] /FAX: [phone]

Letter of Approval with Modifications and Performance Reservations
Mr. Nathan D. Benson
January 24, 2007
Page 2 of 4
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land-disturbing activity. `this approval does not supersede any
other permit or approval.
Please be aware that your project will be covered by the enclosed NPDES General
Stormwater Permit NCGO1000 (Construction Activities). You should first become familiar with
alt of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you have provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project. Please
notify us if you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
~1 CLa,CIL Z' ~ , l'yL.~.~-fit
Carol N. Miller
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDES Permit
cc: Mr. Brad Hart, P.E., Withers & Ravenel
LQS-WiRO

Letter of Approval with Modifications and Performance Reservations
Mr. Nathan D. Benson
January 24, 2007
Page 3 of 4
MODIFICATIONS ANll PERFORMANCE RESERVATIONS
Project Name: -King Fish Bay Phase I
Project ID: Bruns-2007-151
County: Brunswick
1. This plan approval shall expire three (3) years following the date of approval, if no land
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B.0029.
2. The developer is responsible for the control of sediment on-site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site. Each sediment storage device must be
inspected after each storm event. Maintenance and/or clean out is necessary anytime the device
is at SO% capacity.
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the
proposed development unless otherwise noted. The removal of vegetation within any existing
ditch or channel is prohibited unless the ditch or channel is to be regarded with. side slopes of 2
horizontal to 1 vertical or less steep. Bank slopes may be mowed, but stripping of vegetation is
considered new earth work and is subject to the same erosion control requirements as new
ditches.
4. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This
could include agencies such as the Division of Water Quality's stormwater regulations, their
enforcement requirements within Section 401 of the Clean Water Act, the U.S. Army Corps of
Engineers' jurisdiction of Section 404 of the Clean Water Act, the Division of Coastal
Management's CAMA requirements, the Division of Solid Waste Management's landfill
regulations, the Environmental Protection Agency and/or The U.S. Army Corps of Engineers
jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that
rriay be required. This approval cannot supersede any other permit or approval; however, in the
case of a Cease and Desist Order from the Corps of Engineers, that Order would only apply to
wetland areas. All highland would still have to be in compliance with the N.C. Sedimentation
Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Quality,
the Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any
erosion control measures that fall within jurisdictional wetland areas must be approved by the
aforementioned agencies prior to installation. The Land Quality Section must be notified of a
relocation of the measures in question to the transition point between the wetlands and the
uplands to assure that the migration of sediment will not occur, If that relocation presents a
problem or contradicts any requirements of either DWQ, the Corps, or the EPA, it is the
responsibility of the developer to inform the Land Quality Section regional office so that an

Letter of Approval with Modifications and Performance Reservations
Mr. Nathan D. Benson
January 24, 2007
Page 4 of 4
adequate contingency plan can be made to assure sufficient erosion control remains on site.
Failure to do so will be considered a violation of this approval.
6. Any borrow material brought onto this site must be from a legally operated mine or other
approved source. A single use borrow site or an area to waste material is only permissible if it is
operated under the total control of the Financially Responsible person or firm who is developing
this site and has been separately permitted and incorporated as part of this plan meeting all the
requirements of NC General Statue 74-49(7)f.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed
19.95 acres. Exceeding that acreage will be a violation of this permit and would require a
revised plan and additional application fee. Any addition in impervious surface, over that
already noted on the approved plan, would also require a revised plan to verify the
appropriateness of the erosion control measures and stormwater retention measures.
8. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a
maximum of 8.0 feet apart. Omission of the reinforcing. wire is a construction change
that necessitates more posts for support, i.e., the spacing distance needs to be reduced to no
greater than 6 feet apart.
9. Because the sediment basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the basins and their collection systems/
diversion ditches be installed before any other grading takes place on site. If that proves to be
impractical, a revised plan must be submitted and approved that addresses erosion and sediment
control needs during the interim period until the ponds are fully functioning.
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and
egress from the project site at a point without a graveled entrance will be considered a violation
of this approval. Routine maintenance of the entrances is critical.
11. The North Carolina Sedimentation r~ollution Control Act mandates a shortened time frame in
which to re-establish vegetative groundcover. Slopes (including cuts, fills, and ditch banks) left
exposed will, within 21 calendar days after completion of any phase of grading, be planted or
otherwise provided with groundcover sufficient to permanently restrain erosion.

~_
O
W ATFR
QG
r
`®s -!
® 'C
February 19, 2007
Michael F, Easley, Governor
William G. Ross 7r., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Mr. Nathan D. Benson, Manager /i~
Sandler at Calabash, LLC ~C~/~~~
448 Vikin Drive, Suite 220
Virginia Beach, VA 23452 FEB ,~ 3 Zpp7
Subject: Stormwater Permit No. SW8 061225 ~,thers ~c ~~
Kingfish Bay V~~f?d
High Density Project
Brunswick County
Dear Mr. Benson:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Kingfish
Bay on February 15, 2007. 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 061225 dated February 19, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until February 19, 2017, 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 sixty (60) days following receipt of this permit. This request
must be in.the form of a written petition, conforming to Chapter 1506 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 Paul Bartlett, or
me at (910) ., -7215.
Si rely,
_ f -
E and B k
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:\WQSISTORMWATER\PERMIT\061225.feb07
cc: ~ Nt~nter G. Freen~art; P.E., Withers & Ravertel, Inc.
J1m Wiseman, Agent, Sandler at Calabash; LLC
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillipps, Brunswick County Engineering
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
IVo ` Carolina
~turrr!!~
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquali yore Fax [phone] I-~77-623-6748
An Equal OpportunitylAffirmative Adion Employer - 50°~ Recyded110°h Post Consumer Paper