SW8050558_HISTORICAL FILE_20070712

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

Michael E Easley, Governor
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
FAX COVER SHEET
Date: 7
To: T i C /C
Co:
William G. Ross, Jr., Secretary
No. Pages (excl. cover):
From:
Phone: 7�6 7Z �o4-5.�
Fax: / l� ?�T / Fax: �910) 350-2004- - -- --
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127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action ETnployer

W A T�RQG
r
September 5, 2006
Mr. Walter D. Knott, II, Partner
Seaside Landing Partners, LLC
790-6 Sunset Boulevard
Sunset Beach, NC 28468
Subject: Approved Plan Revision
Seaside Landing
Stormwater Project No. SW8 050558
Brunswick County
Dear Mr. Knott:
Michael F. Easley, Governor
William G. Ross Jr., Secrclary•
North Carolina Department of rivironment and Natural Resources
Alan W. Klimek, P.H. Director
Division of Water Quality
On September 1, 2006, the Wilmington Regional Office received a complete plan revision for
Stormwater Management Permit Number SW8 050558. The revisions include a reduction in
BUA due to shortening the access drive and making it a cul-de-sac and relocating the level
spreader and vegetated filter so that they are located on the property. It has been determined
that a formal permit modification is not required for the proposed changes. We are forwarding
you an approved copy of the revised plans for your files. Please replace the old approved plan
sheets 1, 2, 3, 4, 5, 6, 15, 16, 17 and 19 of 20, with the new ones enclosed.
Please be aware that all terms and conditions of the permit issued on September 2, 2005,
remain in full force and effect. Please also understand that the approval of this revision to
the approved plans for the subject State Stormwater Permit is done on a case -by -case
basis. Any other changes to this project must be approved through this Office prior to
construction. The issuance of this plan revision does not preclude the permittee from
complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at (910)
796-7335.
Sincerely,
��,
Linda Lewis
Environmental Engineer II
ENBlarl: S:IWQSISTORMWATERIREVISION1050558.sep06
cc: Rob Walker, Cavanaugh & Associates
Division of Coastal Management
Town of Sunset Beach Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
011t
North Carolina
�'Valirrall j
North Carolina Division of Water Quality ' 127 Cardinal Drive Extca?sion Wilmington, NC 28405 Phone [phone] Customer Scrvice
Wilmington Regional Office ]ntemet: www_ncwatcTguality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

o�oF w A rFyOG
UJ r7
O `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary 1
North Carolina Department of Environment and Natural Resources 1
FAX COVER SHEET
Date: June., 2006
To: Robert Walker
Company: Cavanaugh & Associates
FAX #: [phone]
Alan W. Klimek, P.E. Director
Division or Water Quality
No. of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050558
Project Name: Seaside Landing
MESSAGE:
Mr. Walker:
On April 25, 2006, the Division received an incomplete plan revision request for the subject
project. On May 12, 2006, the Division requested, via email (copy attached), that you submit a
second set of drawings to be reviewed. Additionally, the plans that were submitted do not show
the infiltration trench, the bypass structure, or the location of the relocated vegetated filter.
The Division has not received any information from you regarding this matter, and I am
following up to make sure you received my email, and to inquire about the status of the project.
Thank you.
ENBlarl- S:IWQSISTORMWATERIADDINF0120061050558.jun06
NorthCarolina
A7C1t irally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncw.teTguality.org Fax [phone]
An Equal OpportunitylAffirmadve Action Employer — 50% Recycledll0% Post Consumer Paper

FILE MODE
—
176 MEMORYTX
P. 1
COMMUNICATION RESULT REPORT ( JUN. 9.2006 11:24AM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
------------------- — — -----------------------------------
93924612 OK P. 1/1
REASON FOR ERROR —
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governat
William G. Ross Jr,, Sccrewy
North Carolina Dcpattment of Environmen� and Natural Resourcce
Alan W. Klimek, P.E. Director
Diviaioe of Water Quality
FAX COVER SKEET
I
Date: JuneZ, 2006
To: Robert Walker
Company: Cavanaugh & Associates
FAX #: [phone]
No, of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # 910,350,2004
Phone # [phone]
DWQ Stormwater Project Number; SWa 050556
Project Name: Seaside Landing
MESSAGE:
Mr. Walker:
On April 25, 2006, the Division received an incomplete plan revision request for the subject
project, On May 12, 2006, the Division requested, via email (copy attached), that you submilt a
second set of drawings to be reviewed, Additionally, the plans that were submitted do not show
the infiltration trench, the bypass structure, or the location of the relocated vegetated filter,
- - . . I - - .. ,- J--..4:.,^ ., wni i rannrelil" n this matter, and I am

✓q
CAVANAU G H
Solutions through integrity and partnership
April 25, 2006
Paul Bartlett
Environmental Engineer
Division of Water Quality
North Carolina Department of Environment
And Natural Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: SW8050558
Dear Mr. Bartlett,
On September 2, 2005, the Wilmington Regional Office issued a high density
stormwater permit for Seaside Landing, with permit No. SW8050558. As a result of
some minor changes to the project resulting from agreements with adjacent property
owners, several changes have been made to the project layout. This letter serves to
address those changes as they relate to the stormwater permit. Final drawings are
enclosed for your records.
The following changes have been made to the project layout:
1) The access drive to Seaside Landing has been modified. The result is a net
loss in impervious area, and there is no adverse effect on the stormwater
collection or treatment system.
2) The level spreader has been moved from the adjacent property to the west,
to on the project site. This affected the elevations of By-pass Box 5 (BP-5),
as well as Junction Box 8 (JB-8)
Please let me know if you have any questions or would like to discuss these changes in
greater detail.
Regards,
CAVANAUGH & ASSOCIATES, P.A. � n
Robert Walker, E.I.
Project Engineer �5

Seaside Landing SW8 050558
Subject: Seaside Landing SW8 050558
From: Linda Lewis <[e-mail]>
Date: Fri, 12 May 2006 16:32:53 -0400
To: Robert Walker <[e-mail]>
Robert:
The Division received a plan revision for the subject project on April 25, 2006.
The cover letter was addressed to Paul Bartlett. Please be advised that Paul is one
of our Express permitting engineers. The only correspondence you should be sending
Paul is in regard to a current Express permit. This project has already been
permitted. Should you desire to have the plan revision approved in the Express
program, you need to contact Cameron weaver to schedule a review date. The fee for
an Express plan revision is $1000.00.
If you want to utilize the regular program for approving this plan revision, there
is no fee, however, the time required to permit it will be a longer.
You only submitted one set of the plans. Please be advised that all applications,
modifications and plan revisions require a minimum of 2 sets of plans in order to
process and approve the revision.
None of the plan sheets submitted shows the location of the infiltration trench
system, the bypass structure, or the relocated vegetated filter. Please submit 2
copies of the plan sheets that contain this information.
Linda
1 of 1 5/12/2006 4:33 PM

A�
NCDENR
North Carolina Department of Environment and
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist
Land Quality Section
5131 /06
Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
LETTER OF RECEIPT OF REVISED EROSION CONTROL PLAN "F
in LLC S� (�
Waterway Land g, _ (�'�
Mr. Walter D. Knott, II, Member V Ju
790-6 Sunset Blvd.
Sunset Beach, NC 28468
1 I�
RE: Project Name: Seaside Landing
Project ID: Bruns2005326
County: Brunswick,SR 1162 SUN
River Basin: Lumber Stream Classification: 01
Submitted By: Cavenaugh 2���
Date Received by LQS: May 31, 2006
Plan Type: REVISED -
Dear Mr. Walter D. Knott, II:
This office has received the revised soil erosion and sediment control plan submitted for the project
listed above. G.S. 113A-54.1(a) requires that this office approve or disapprove a submitted revised plan within
15 days of receipt of such plan. Failure to act by this office within this time period shall be deemed approval of
the revised plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Chastity . Clark
Assistant Regional Engineer
Land Quality Section
cc: Mr. Ted Burke, Cavenaugh
LQS — WiRO; SWS-WiRO
Wilmington Regional Office ,
127 Cardinal Drive Extension, Wilmington, NC 28450 Phone: [phone] Fax: [phone]

RE: DWQ; SW8 050558 Seaside Landing
�4
Subject: RE: DWQ: SW8 050558 Seaside Landing
From: "Rob Walker" <[e-mail]>
Date: Tue, 13 Jun 2006 09:33:00 -0400
To: "Linda Lewis" <[e-mail]>
Linda,
I apologize for the confusion. It appears that you received the wrong
set of drawings. I will bring by an extra set of drawings (including
Sheet 6), and an extra copy of Sheet 6 to add to the original set
received. Please let me know if that will be sufficient for your
review.
Thanks,
Rob
-----Original Message -----
From: Linda Lewis [mailto:linda.lewisencmail.net]
Sent: Tuesday, June 13, 2006 8:35 AM
To: Rob walker
Subject: Re: DWQ: SW8 050558 Seaside Landing
Rob:
I didn't have an.email address for you, so I modeled it based on other
Cavanaugh email addresses, and hoped you would get it. It did not come
back to me as undeliverable, so I assumed it went through, but I used
"Robert.Walker" instead of "Rob.Walker", which explains why you didn't
receive it. Sorry about that.
You sent me sheets 1, 2, 3, 4, 5, 15, 16, 17, and 19. On the original
approved plans, sheet 6 is the only sheet that shows and labels the
location of the infiltration system, the bypass structures, and the
vegetated filter. Sheet 6 was not among the revised plan sheets you sent
me, so I have no way of verifying the revisions.
Linda
Rob Walker wrote:
Mrs. Lewis,
Last Friday, June 9, I received a one page fax from you regarding the
above referenced project. In your letter, you indicated an email had
been sent to me on May 12, 2006 in which the Division had requested a
second set of drawings. Unfortunately, I never received your email.
The letter also indicated that a copy of the email was attached to the
fax. However, the copy of the email did not arrive to our fax machine.
I will bring by a second set of drawings within the next couple of
days. Please let me know if there was any other pertinent information
in your email that I should know about.
You also made mention of the fact that the plans submitted did not
show the infiltration trench, the bypass structure, or the location of
Ithe relocated vegetated filter. Sheet 6, "Stormwater Plan" should have I
of 2 6/13/2006 2:07 PM

RE: DWQ: SW8 050558 Seaside Landing
the infiltration trench and bypass structure (BP-5) identified on the
plan. Sheet 19, "Stormwater Details" explains these items in more
detail. However, the vegetated filter is not currently called out on
the stormwater plan. At the outfall of the bypass line, rip rap leads
into a level spreader. Once dissipated into the level spreader, runoff
flows across the undisturbed 80ft+ vegetated area down to the
intracoastal waterway. In the future, I will make sure to label such
areas to avoid any confusion.
Please let me know if you have any questions or would like to discuss
these matters in more detail.
Thanks,
Robert A. Walker, E.I.
Cavanaugh & Associates, P.A.
130 [North Front Street, Suite 202
Wilmington, NC 28401
Phone: [phone], ext 237
Fax: [phone]
*www.cavanaughsolutions.com
<BLOCKED::blocked::file:///C:%5CDocuments%20and%20Settin s%5Cdou .dickse
y%SCApplication%20Data%5CMicrosoft%5CSignatures%5Cwww.cavanaughsolutions
.com>*
I I
2 of 2 6/13/2006 2:07 PM

Re: DWQ: SW8 050558 Seaside Landing
Subject: Re: DWQ: SW8 050558 Seaside Landing
From: Linda Lewis <[e-mail]>
Date: Tue, 13 Jun 2006 08:34:57 -0400
To: Rob Walker <rob.walker cr cavanaughsolutions.com>
Rob:
I didn't have an email address for you, so I modeled it based on other Cavanaugh
email addresses, and hoped you would get it. It did not come back to me as
undeliverable, so I assumed it went through, but I used "Robert.Walker" instead of
"Rob.Walker", which explains why you didn't receive it. Sorry about that.
You sent me sheets 1, 2, 3, 4, 5, 151 16, 17, and 19. On the original approved
plans, sheet 6 is the only sheet that shows and labels the location of the
infiltration system, the bypass structures, and the vegetated filter. Sheet 6 was
not among the revised plan sheets you sent me, so I have no way of verifying the
revisions.
Linda
Rob Walker wrote:
Mrs. Lewis,
Last Friday, June 9, 1 received a one page fax from you regarding the above
referenced project. In your letter, you indicated an email had been sent to me
on May 12, 2006 in which the Division had requested a second set of drawings.
Unfortunately, I never received your email. The letter also indicated that a
copy of the email was attached to the fax. However, the copy of the email did
not arrive to our fax machine. I will bring by a second set of drawings within
the next couple of days. Please let me know if there was any other pertinent
information in your email that I should know about.
You also made mention of the fact that the plans submitted did not show the
infiltration trench, the bypass structure, or the location of the relocated
vegetated filter. Sheet 6, "Stormwater Plan" should have the infiltration trench
and bypass structure (BP-5) identified on the plan. Sheet 19, "Stormwater
Details" explains these items in more detail. However, the vegetated filter is
not currently called out on the stormwater plan. At the outfall of the bypass
line, rip rap leads into a level spreader. once dissipated into the level
spreader, runoff flows across the undisturbed 80ft+ vegetated area down to the
intracoastal waterway. In the future, I will make sure to label such areas to
avoid any confusion.
Please let me know if you have any questions or would like to discuss these
matters in more detail.
Thanks,
Robert A. Walker, E.I.
Cavanaugh & Associates, P.A.
130 North Front Street, Suite 202
Wilmington, NC 28401
Phone: [phone], ext 237
Pax: [phone]
*www.cavanaughsolutions.com
<BLOCKED::blocked::file:///C:%5CDocuments%20and%20Settings%5Cdouq.dicksey%
lida
1 of 2 6/13/2006 8:40 AM

JS� y�i State Stormwater Management Systems
Permit No. SW8 050558
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
Walter D. Knott, 11 and Seaside Landing Partners, LLC
Seaside Landing
Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench 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 September 2, 2015, 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 77,948 square feet of
impervious area. This trench must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the tract.
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 050558
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design conditions:
a. Drainage Area, acres: 4.08
Onsite, ft2: 177,680
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 77,948
G. Design Storm, inches: 1.5
d. Trench Dimensions, L x W x H, ft: 130' L x 33' W x 3.83' H
e. Perforated Pipe Diameter/Length: 86 stormchamber® units:
34.04"H x 60"W x 102.5" L each
115 cu ft per unit
f. Bottom Elevation, FMSL: 10.0
g. Bypass Weir Elevation, FMSL: 13.83
h. Permitted Storage Volume, ft3: 9900
i. Type of Soil: Fine to Medium Sands
j. Expected infiltration Rate, inlhr: 5.7
k. Seasonal High Water Table, FMSL: 7.5
I. Time to Draw Down, hours: 5.2
M. Receiving Stream/River Basin: Intracoastal Waterway 1 Lumber
n. Stream Index Number: 15-25
o. Classification of Water Body: "SA; HQW"
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.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050558
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 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.
10. The permittee shall submit final site layout and grading plans for any permitted
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 Permittee for a minimum of ten years from the date of the completion of
construction.
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
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050558
III. GENERAL CONDITIONS
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, 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) 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 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 2nd day of September 2005,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050558
Seaside Landing
Stormwater Permit No. SW8 050558
Brunswick County
Designer's Certification
I, , 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
Page 6 of 7

` State Stormwater Management Systems
Permit No. SW8 050558
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. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
CC' NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7 of 7

A
ZI
NCDENR
North Carolina Department of Env:ronmant and Natural Re6ources OG
943 Washington Square Mali, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Lyn Hardison n.hardison ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name__ �iCnitk'.
_.....- _._.. _.. __..__.._.._..---
Company KP F,
Address- -140 - G Su,�WA , _ _ City/State S_jo%s-� �NC Zip 2,.. YF - County vA i �
Phone Lp 15 - 1000. Email
PROJECT Name 5 e4-5 i de L- vend; n _
PROJECT LOCATED IN _ LAMk&r _ RIVER BASIN
ENGINEER/CONSULTANT _.._._.
Company Cawo,n 4- rCajely
Address i%o ?Jwri . t CltylState__( mbj a NC Zip All a County F ew 'r+_V
Phone ! oaVL- yy i.2 -.-,.,.Fax (I I-) J ct _ - �i 1.1-L Email, #�Su,✓�Ce- r� c�ulano,u•�1-lsd►�t;ons_ CDv
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
--------------__..____-_-_------- ---- ----------------------- ------------ -- -----------------------------------------------------------------------------
[]J"STORMWATER ❑ Low Density ❑High Df.-nsity-Detention Pond ❑ High Density -Other
❑ Low Density -Garb &Gutter Q igh Density -Infiltration El Site
--- --- -------------------0--- ------ ------------ ----------❑----------------- -------------❑---------------------------------------------------
COASTAL Excavation & Fill Bridges & Culverts Structures Information
MANAGEMENT El Development El Marina Development ZUrban Waterfront
-------------------------------
--------
----------------------
---
------
-------------------------
-----------------------------------------
--------------------------------
[✓]'LAND QUALITY Erosion and Sedimentation Control Plan with 3.7 acres to be disturbed.
---------------------------------------------- --------------------------------------- -------------------------------------------------------------------------------------
❑✓ WETLANDS (401) [�]<o Wetlands on Site (letter from COE) ❑Wetlands DelinealedlNo JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0,1 AC Wetlands Impacted []Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits, -
SW
CAMA $ _
LQS
401
Total Fee Amount $
Arras 12b(t 40feS
r�r Qr, -'.e)D
Zd Wd92: t78 SOOE TT ' - PW Z T9b262OT 6 : 'ON Xdd S31d I DOSSH'8 HondNunuo : WO�jd

FROM :CAURNRUGH &ASSOCIATCS FAX,NO. :9103924612 Mar. it 2005 04:37P.W P4,

March t t , 2005
Mr. Cameron Weaver
Express Permitting Coordinator
NC DENR DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Project Kick -Off Meeting
Dear Mr. Weaver:
We are currently working on a residential development project located in southeast Brunswick County.
The proposed development is a 54 unit condominium building located on the Atlantic Intra-Coastal
Waterway.
As we are moving forward with the design, we feel that it would be beneficial at this time to have a
kick-off meeting to present the conceptual stormwater management plan and discuss any potential
complications. As 1 mentioned, the project site is located directly adjacent to the Intra-Coastal
Waterway. For this reason, it would be helpful to have a CAMA representative present at the meeting.
Thank you for your attention to this matter_
Sincerely,
Robert A. Walker, E.I.
Ed Wd92:be SOBZ TT 'J2W ZT9bz62016: 'ON Xdd S3iUIDOSSU2 H9nIJNbnUD: WONA

t
CAVANAUGH
Sohajonr rhroug-h integrity and partnership
CAVANAUGH & ASSOCIATES, P.A.
Consulting -nginr:c�,-3 .
130 North Front Street
Wilmington, Ncrth carnlina 26401
[phone] Fes; [phone]
Facsimile Cover Sheet
To: calnerovi wean(
Company: NC ,Dp
Fax Number: [9to) 350- 2004
From: '-4V b
Date:
Project Number:
No. of Pages (Including Cover): y
Comments:
i
Td Wd92 :17O GOOL TT ',ApW CT9bi?620T6 : 'ON Xdd
■ ■�
SSld I SOSSb`3 HOndNW)UD . W04
r.l

Ath,
NCDENR
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Lyn Hardison lyn.hardisonAncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name(A�J_i-r-f kn if V
Company _Kn_4 nrr, mgof S�✓a�cc�cs Cr-etk � _
Address 'I R o - �. � nse_� Citylstate 5JKO k acgxl-h _NC Zip .274 (- S - County e" sw i C
Phone CRL2) 6 15 - - q oo _Fax_. [.,toy 515 7 73 O , Email __--
PROJECT Name SEA -side k_ok+nd; A
PROJECT LOCATED IN '� �- r RIVER BASIN
ENGINEER/CONSULTANT
Company C,(Wcwk 4- - s
Address t%o Nor wF,mwNti 5Sy- City/State W-iLrnj!1a MC Zip *%T4 a County w +rw
Phone M(n) 19 - 44 I.'L _._ Fax. f'q t • i �4 � - y i.12 Email_. Ake. � rAW,16a.w�-►sd�t�
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
-------- ----- ---------- __ ____--------.--,_.._---------- ------------- --------- ----- -------- ------------ ------------------------------- -----------
E] STORMWATER ❑ Low Density ❑ igh DF;nsity-Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter P High Densitydnfiltration ❑ Off Site
----------__--------=-------__._----- ------ ----------I----- -- --- ---- --------------- -------------------------------------
CDASTAL Excavation & Fill Bridges & Cuiverts Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development []Urban Waterfront
[✓]'LAND QUALITY E" rosion and Sedimentation Control Plan with 1. 9 „ acres to be disturbed,
------ --------- ------ ------------- ------ ----------------------------- --------- ---------------------------------------_----------------------------------------------
Z WETLANDS (401) 2lo Wetlands on Site (letter from COE) []Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted []Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed SOY of the oriEginal Express Review permit application
fee, to be charged for subsequent reviews due to the insuff ciency'of the permit applications.
SUBMITTAL DATES:
SW _
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits;
Total Fee Amount $
Ed Wd92 : b0 S002 IT '1pW ZT9t EGEOTG : 'ON ?XHd S31H I OOSSHB HonHNHr1H3 : W06A

FROM :CAUANAUGM &ASSOCIATES FAX!NO. :9103924612 Mar. 11 2005 04:37PM P4
7 '
t

March 11, 2005
Mr. Cameron Weaver.
Express Permitting Coordinator
NC DENR DWO
127 Cardinal Drive Extension
Wilmington, NC 28405
Re'. Project Kick -Off Meeting
Dear Mr. Weaver:
I
We are currently working on a residential development project located in southeast Brunswick County.
The proposed development is a 54 unit condominium building located on the Atlantic Intra-Coastal
Waterway.
As we are moving forward with the design, we feel that it would be beneficial at this time to have a
kick-off meeting to present the conceptual stormwater management plan and discuss any potential
complications. As I mentioned, the project site is located directly adjacent to the Intra-Coastal
Waterway. For this reason, it would be helpful to have a CAMA representative present at the meeting.
Thank you for your attention to this matter.
Sincerely,
Robert A. Walker, E.I.
Ed Wd9E : VO SOM TT ',I'eW E19VEGEOTG : 'ON XUJ Sd1d I DOSSd2 H9nHNHnHD : WOJJ

C AVA N A U G H
i Solutions through integrity and partnership
CAVANAUGH & ASSOCIATES, P.A.
Consulting Englnoers .
130 North Front Street
Wilmington, Narti h Caroline 2.8401
[phone] Fax [phone]
Facsimile Cover Sheet
4
P,
To:
Company: NC. 1) pN Q l U)W GL
f
Fax Number: C9co350- Zoay
From: Rv6e-A W �.✓
ins s c Cac..�-z S i
Date: t
Project Number,
�{1.oS.00S I
No. of Pages (including Cover): y
Comments:
' f
it
1 ti
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August 30, 2005
Paul Bartlett
Environmental Engineer
NCDENR-DWQ
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: Stormwater Project No. SW8 050558
Dear Mr. Bartlett.
CAVANAU G H
Solutions through integrity and partnership
RECEI nP
AIWI
)BY: I
Cavanaugh and Associates, P.A. received a RFl from the DENR-DWQ
Wilmington Regional Office pertaining to the Seaside Landing Stormwater
Application and dated August 23, 2005. Cavanaugh has reviewed the RFI and
has addressed each item. DWQ's comments are repeated in bold, and the
responses and corrections are italicized.
1) Please complete Section 1.1 of the application for the full name of
the applicant, which we assume to be "Seaside Landing. Partners,
LLC," and clarify your name in Sections 1.2. and VI11 of the
application, which we assume to be "Walter D. Knott, ll," based on
the firm's registration with the NC Department of the Secretary of
State.
The corrections have been made to the application and have been
included with this response.
2) Please provide an infiltration system inspection/access port for
each row, as detailed on Sheet 19 for the longest row; and
illustrate and label the locations on the Site Plan (Sheet 4),
Stormwater Plan (Sheet 6), and detail Sheet 19.
Inspectionlaccess ports have been added to both ends of each row.
In addition, inspectionlaccess ports have been added to the middle
chambers of each row. This design change is reflected on the Site
Plan (Sheet 4), Stormwater Plan (Sheet 6), and Stormwater Details
(Sheet 19). These sheets have been included with this response.

C/t
�r
�f
3) Please clarify the "Approx. 75 AEC Line" by providing a line data
table and supporting survey documentation.
A line data table has not been included on the plans per our
conversation on August 29, 2005. In our conversation, we discussed
the methodology used in determining the Approx. 75 AEC Line". To
summarize, survey points were taken at the back side of the bulkhead
on the subject property. The "Approx. 75 AEC Line" was generated by
offsetting these survey points 75 ft. to the north. This resulted in a
conservative approximation, due to the small beach (4-5ft wide) that
exists on the south side of the bulkhead.
4) Please reference the Stormchamber model number on detail
Sheet 19 and the supplement Form SWU-107 and provide a
specifications sheet (capacity, dimensions) to add to the P.E.-
stamped calculations.
The Contech Stormchamber does not have a model number in that the
manufacturer only makes one size, or model. To clarify this model over
any other, a note has been added to details #3 and #6 on Sheet 19
that names the Contech "Stormchamber". A specifications sheet has
been included to add to the P.E.-stamped calculations
5 ease review and clarify the bypass wei anr' d trench bottom
fY YP
1 Ve�11�eavtions. The bypass weir ele��.ations coincides with the top of
_7, the trench. A weir elevation of 13.8`t is given on Detail #1 of
34-,,^ Sheet 19 and on the supplement, but 12.83 ft is illustrated on
Detail #2 of Sheet 19. If the 13.83 ft dimension is correct, the
trench bottom elevation should be 13.83-3.33 = 10.5 ft, vs. 9.5 ft
on the supplement and YO 0 ft on Detail #3. Please notice that the
illustrated 12" overburden-'§ also incorrect for a grade level of
17.0 ft.
The correction has been made to Detail #3 on Sheet 19 and to the
supplement form.
X r
6) Please correct the overall length for the trench section in Detail
#3 of Sheet 19, (Is it 9 ft vs. the 9 in illustrated?)
✓The correction has been made and is reflected on Detail #3 of Sheet
19.
No. SW8 050558
2 of 3
8/30/2005

7) Pieaillustrate the 12' diameter inflow pipe on the longitudinal
✓centerline for the Stormchamber of Detail #3 on Sheet 19.
The 12' diameter inflow pipe(s) has been illustrated and identified on
Detail #3 of Sheet 19.
Please do not hesitate to contact me if you have any further questions or
concerns. Thank you for your time and consideration to this matter.
Thank you
Edward 'Ted' Burke, P.E.
Cavanaugh & Associates, P.A.
130 Front Street, Suite 202
Wilmington, NC 28401
910.392.4462 ext. 231
910.392.4612 (fax)
No. SW8 050558 3 of 3 8/30/2005

P. 1
FILE MODE
300 MEMORY -TX
COMMUNICATION RESULT REPORT ( AUG.23.2005 2:17PM )
TTI NCDEN}R WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
- -------------------------------------------------------
93924612 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 8/23/05
To: J. Ray Cox
Company: Cavanaugh
FAX #: [phone]
No. of Pages: 3 (lncl. Cover)
From: Paul Bartlett
Water Quality Section
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050558
Project Name: Seaside Landing
MESSAGE:
Ray,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Knott, and a copy will be mailed to you,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 8/23/05
To: J. Ray Cox
Company: Cavanaugh
FAX #: [phone]
William G. Ross, Jr., Secretary
[�X:410I811VJ=IzCl.1=:01
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050558
Project Name: Seaside Landing
MESSAGE:
Ray,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Knott, and a copy will be mailed to you.
0�
ENBlptb: S:IWQSISTORMWATERIADDINF0120051050558.aug05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�QF N1 A%RQ Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
JW r Alan W. Klimek, P.E. Director
Division of Water Quality
August 23, 2005
Mr. Waiter Knott, Partner
Seaside Landing Partners, LLC
790-6 Sunset Boulevard
Sunset Beach, NC 28468
Subject: Request for Additional Information
Stormwater Project No. SW8 050558
Seaside Landing
Brunswick County
Dear Mr. Knott:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Seaside Landing on August 22, 2005. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the
stormwater review:
P'� 1. Please complete Section 1.1. of the application for the full name of the applicant,
a� which we assume to be "Seaside Landing Partners, LLC", and clarify your name
in Sections 1.2. and VIII of the application, which we assume to be "Walter D.
Knott, II", based on the firm's registration with the N. C. Department of the
Secretary of State.
e,,,- 2. Please provide an infiltration system inspection/access port for each row, as
,o detailed on Sheet 19 for the longest row; and illustrate and label the locations on
! [� the Site Plan (Sheet 4), Stormwater Plan (Sheet 6), and detail Sheet 19.
Z�. 3t Please clarify the "Approx. 75° AEC Line" by providing a line dat table and
IAIL&�I [ f supporting survey documentation. !4t , �'# ,tdlaw
4. Please reference the Stormchamber model number" on detaii.Sheet 19�anhe
supplement Form SWU-107 and provide a specifications !�1> eet (capacity,
dimensions) to add to the P.E.-stamped calculations.
5. Please review and clarify the bypass weir and trench bottom elevations. The
/Xb pa�weir elevation coincides with the top of the trench. A weir elevationo
,3.83� is given on Detail #1 of Sheet 19 and on the supplement, but/j, 3Tft is
�0(J; i k st"rated on Detail #2 of Sheet 19. If the 13.83 ft dimension is correct, the
g { trench bottom elrq�,Ifh-/clorrect
n should be 13.83-3.33 = 10.5 ft, vs. 9.5 ft on the
supplement andon Detail #3: Please notice that the illustrated 12"
overburden is al for a grade level of 17.0 ft.
6. Please correct the overall length for the trpn h section in Detail #3 of Sheet 19.
(is it 9 ft vs. the 9 in illustrated?) g — �"
7 Please illustrate the 12' diameter inflow pipe on the longitudinal centerline for the
Stormchamber of Detail #3 on Sheet 19.
IV
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us ivOrthCar011i1a
An Equal OpportunitylAffirmative Action Employer — 50% Recycledll0% Post Consumer Paper Naturally

Mr. Walter Knott, Partner
August 23, 2005
Stormwater Application_ No. _SW8_050558
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior -to August 30,
2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an.approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
--
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFO120051050558.aug05
cc: J. Ray Cox, P.E., Cavanaugh & Associates
Paul Bartlett
Page 2 of 3

March 17, 2005
Waterway Landing, LLC
790-6 Sunset Boulevard
Sunset Beach, North Carolina 28468
Attention: Mr. Walter D. Knott
Reference: Double Ring Infiltrometer Testing
Seaside Landing Condominium
North Carolina Secondary Road 1162
Brunswick County, North Carolina
Job No. 1061-05-100
Dear Mr, Knott:
In accordance with S&ME Proposal 617-05 dated February 14, 2005, S&ME personnel have
recently conducted one double -ring infiltrometer test of the surficial soils at the subject site at the
approximate location shown in Figure 1. Specifically, our representatives performed the following
work items on March 15, 2005:
1. Advanced three hand-augered borings across the site in order to visually
classify the in -place soils. A Munsell Soil Color Chart was used to define the :t
hue and chroma of the recovered soil samples. d'
h -
`2..- Conducted one double -ring inf ltrometer test at a depth of 8 inches below the
existing ground surface at Location 3. This testing was conducted in general
accordance with American Society for Testing and Materials (A, TM)
procedure D-3385 entitled, "Infiltration Rate of Soils in Field Using Double -
Ring Infiltrometer".
Based on our field classifications of the excavated soils at the hand-augered boring locations, the in -
place soils consist of fine to medium sands with varying amounts of silt, shell fragments, and
organics, which extended to the maximum completed boring depth of 50 inches below the existing
ground surface. Water was encountered in the borehole at Locations 2 and 3 at a depth of 47 inches
below the existing ground surface. The site water level will fluctuate with climatic and seasonal
conditions, however, and may be higher or lower at other times of the year. It is our opinion that the
depth to the seasonal high water table could occur at a depth of about 3 to 3'/z feet below the
existing ground surface.
5&ME, Inc. [phone]
6409 Amsterdam Way, Building B-3 I [phone] fax
Wilmington, North Carolina 28405 www.smeinc.com

Waterway Landing, LLC
S&ME Job Number 1061-05-100
March 17, 2005
Page Two
The average infiltration rate at the test location was approximately 5.7 inches per hour. A summary
of the field test results is presented in Tables 1 and 2.
S&ME appreciates the opportunity to provide our services during this phase of the project. Should
you have any questions after reviewing this letter, or if we can be of additional assistance, please do
not hesitate to contact us at your convenience.
Sincerely,
S&ME, INC.
c.Ue..5.3.—AL
C. Richard Connell, 11
Senior Engineering Technician
Michael W. Behen, P.E.
Senior Geotechnical Engineer
CRC:M WB/jns
Attachments

I,
Depth
Location Inches
1 0-7
Hue
2.5Y
7-16 2.5Y
TABLE 1
Hand Auger Borings
Seaside Landing Condominium
North Carolina Secondary Road 1162
Brunswick County, North Carolina
Job No. 1061-05-100
Value/Chroma Soil Description
3/1 Very Dark Gray Fine to Medium SAND -
Trace of Silt with Shell Fragments
4/2 Dark Grayish Brown Fine to Medium SAND
with Rock, Shell Fragments, and Wood
Chips
No water was encountered to depth investigated. Boring terminated due to the presence of
rubble debris.
2 0-3
2.5Y
3-11
2.5Y
11-24
2.5Y
24-30
2.5Y
30-42 2.5Y
42-50 2.5Y
3/2
Very Dark Grayish Brown Fine to Medium
SAND - Trace of Silt and Organics
4/2
Dark Grayish Brown Fine to Medium SAND
with Shell Fragments
2.5/1
Black Fine to Medium SAND - Trace of Silt
4/1
Dark Gray Fine to Medium SAND -Trace of
Silt
511
Gray Fine to Medium SAND - Trace of Silt
2.5/1
Black Fine to Medium SAND - Trace of Silt
Water was encountered at a depth of 47 inches below the existing ground surface.
3 0-24 2.5Y 2.5/1 Black Fine to Medium SAND - Trace of Silt
24-50 2.5Y 3/2 Very Dark Grayish Brown Fine to Medium
SAND - Trace of Silt
Water was encountered at a depth of 47 inches below the existing ground surface.

I
TABLE 2
Double Ring Infiltrometer Testing
Seaside Landing Condominium
North Carolina Secondary Road 1162
Brunswick County, North Carolina
Job No. 1061-05-100
Test Location: 3
Date of Test: March 15, 2005
Depth of Test Below Site Grade: 8 inches
Depth of Water in Rings: 4 inches
Inner Diameter of Inner Ring: 1 1% inches
Inner Diameter of Outer Ring: 22'/z inches
Depth to Water: 47 inches
Average Infiltration Rate: 5.7 inches per hour
SOIL DESCRIPTION
Depth
Inches Hue Value/Chroma Soil Description
0-24 2.5Y 2.5/1 Black Fine to Medium SAND - Trace of Silt
24-50 2.5Y 3/2 Very Dark Grayish Brown Fine to Medium SAND - Trace of
Silt

3
` BASIS OF BEARING
BENCHMARK AIWW SC SP\
2 78 MONUMENT I'd f
\ �(t57ING
\ �GHT POLE \ f�
-- DEMO E%ISTING\DITCH \ DEM�EXISTING \ EN /
(APPROX. ISO L.'�.) \ SEP I7C� TANK \ / —
\ / ^ DEMO EXISTIN) GRAVE/ -ROAD 1!
\ / /(4,07
o � �
a
APQROY
APPRO%. 30' GAtr
J
EXISTING BULh
ATLANTIC INTRACOASTAL WATERWAY
LEGEND
• 1 Approximate Location
of Hand -Auger Borings
03 Approximate Location of
Hand -Auger Boring and
Note: Site plan drawing provided to S&ME by
Infiltrometer Testing
Cavanaugh & Associates personnel.
:ALE: NOT TO SCALE
INFILTROMETER TESTING
SEASIDE LANDING CONDOMINIUMS
FIGURE
NUMBER
CHECKED BY: MWBSM
NORTH CAROLINA SECONDARY ROAD 1162
BRUNSWICK COUNTY, NORTH CAROLINA
1
DRAWN BY: JNS
ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
DATE: 3-16-05
JOB NUMBER: 1061-05-100

v'. - � �
.y
Vi
'��

FEB.28.2005 3:04PM NCDENR WIRO NO.227 P.2
-77
State of North Carolina
Department of Environment and Natural Resources 2005
Division of Water Quality , ,"
WATERSHED CLASSMCATION ATTACHMENT 11�
Any changes made to this form will result in the application' Being returned.
(77-HS PO.RMM,4 F BE PHOTOCOPIED FOR MAS AY ORIGINAL)
INSTRUCTIONS;
To determine the classification of the watershed(s) in which the subject project will be lbcated, you are required To
sulbznix this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Superyisor (see Page 2 of 2) prior to submittal of the application for review. At a FninimF=, you must
include an 8.5" by 11" copy of the portion of a 7.5-miauto USGS Topographic Map thax shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters. (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office And included �witb the submittal.
1. Applicants sumo (name of the municipality, corporation, indiN.ridual, etc,):
Brunswick Coup
2. Name and complete address of applicant: Brunswick Conn Administration
_PgLiM E 45 Coii7jhouso Drive
City: _Bolivia State: NC Zip; 29422
Telephone number. (910) . 253-2000 Facsimile number: ( 910 ) 253-2022
3. Project name (name of the subdivzsion, facility or establishment, etc.):
4. County where project is located:
5. Name(s) of closest surface waters: intracoasta
5. River basin(s)' in which the project is located:
a'�
7. Topographic map name and date; Shallotte NC 3307S-1I4-TF-024 1990 5l 1 V NW-S)~RIES V842
r,
8. North Carolina Professional Engineer's seal, signature, and date: {� �� * Q ��`or.
� r
ry
r
w
i MEAL
I�� w
2 d�a • ti
Vol.
0%
TO: REGIOIboom
IAI. OFFICE WATER QUALITY 5UP2~RVla50R .off r R�1i rj��,
ulieti�►tit
Please provide me with The classification(s) of the surface waters,, watershed(&), and appropriate river basin(s) where
these activities will occur, as identified on the attached reap ,segment:
',Tame(&) of surface waters and river basin(s);
Classification(s) (as established by the EMC):�
Proposed classification(s), if applicable:
River basin buffer rules, if applicable: _
Signature of regional office personnel:
Date:
eD.T_ 0-510
FORM: WSCA 10/99 Pace 1 of 2

U.S. ARINIY CORPS OF ENGINEERS
WILMNGTON DISTRICT
Action Id. 200500637 County: Brunswick U.S.G_S, Quad: Calabash
NOTIFICATION OF JURISDICTIONAL DETEPNt TLNATION
Property Owner/Agent: Knott lnvestments. LLC
c/o Walter Knott
Address: 790-6 Sunset Blvd.
Sunset Beach, NC 28468
Telephone No.:
Size and location of property (waterbody, road name/number, town, etc.) The site is an open field located east of Seaside
Road at its intersection with Seashell Lane. Calabash, Brunswick Countv. North Carolina.
Latitude: 33.8891°N; Longitude: 78.4859' W.
Indicate Which of the Following A lv:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps.
There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
The'wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published reZu! firms, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAIv1A). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Remarks: Verified in the field by TAF on April 5 2005. A co v of this letter has been sent to Robert Walker, E.I.
Cavanaugh & Associates..130 Front -St, Wilmington. NC 28401
Corps Regulatory Official: j
\ Date, 04/18/2005 / :t
Expiration Date 04/18/2010
Page 1 of 2

Action Id. 200500637
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Thomas Farrell at 910.251.4466.
Basis For Determination: The site is an old _field system dominated by broom sedlxe and other Trasses. Soils and
hvdrolo2ic indicators demonstrate that the ]and within the Rroiecf boundaries do not meet 404 wetland criteria needed
to establish Federal jurisdiction. The site includes drainage ditches that appear to have been cut from upland soils and
that drain toward the Intracoastal Waterway. Although the ditches contain water and wetland vegetation. the Corps
does_not assert_ jurisdiction because of their upland oriZin and that fact that thev do not interconnect with other 404
wetlands on site. See attached map and sketch.
Corps Regulatory Official (Lnitial)-
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal' form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to'ihe file copy of this form.
Page 2 of 2

n_€ i Atilt
PROJECT
.00ATION
Seaside Landing
Brunswick County �-
North Carolina AT7 AC
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_
INFORMATION LOCATION
COASTAL MINI STORAGE
LATITUDE: 330 53' 2# " N
LONGITUDE: 780 29' 9.4" W
QUAD: SHALLOTTE, N.C.
STREAM CLASS: SA; HQW
RECEIVING WATER: ICWW
His
NOT TO SCALE

PRON :CRURNPU H &ASSOCIATES FAX NO. :9103924612 Rpr. 11 2008 02:38PN F3'
1' I
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] --4 ` i. 91 `S^ Ff' a! i'•fC R L.ai.`a
;�`� �f=�,'
NOTIFICATION OF 'ADNIINiSTRATIVE APPE-AL."OPTIONS AND PRO�CESS',�iND,;y'
.. ^ 4Y 5
REQUEST�FORAP,PE f
„5.7... ..F:"'
Applicant Knott Investments, LLC File Number 200500637
Dater Apr. 18, 2005
Attached is:
See Section below
IMTIAL PROFFERED PER'vllT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
r E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional
information may be found at httT)://www,usace-,irmv.mil/inet/ffinctions/cw/ceowo/r or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You ntay accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal -the declined permit under the Cotes of Engineers Admi6istFative ApQeaCProcess'bv completing -Section -II -of this -form —
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section IT of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERIONATION: You do not need to respond to the Corps regarding the preliminary JD.
The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps
district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD.
SECTION IT - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT

r
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record
of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the
administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may
provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may also
appeal process you may contact:
contact:
Mr. Michael Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9,1415
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants,
to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site
investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
DIVISION ENGLNEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9Mt5
Atlanta, Georgia 30303-3490

Page 1 of 1
North Carolina
Elaine F. Marshal! D E PARTM E NT OF THE
Secretary SECRETARY OF STATE
Corporations
*Corporations Home
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Contact Us
*Corporations Division
*Secretary of State's web site
Print
*Printable Page
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 8/22/2005
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I File an Annual Report
Corporation Names
Name Name Type
NC Seaside Landing Legal
Partners, LLC
Limited Liability Company Information
SOSID:
0793443
FID:
Status:
Current -Active
Date Formed:
7/20/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: Knott, Walter D, II
Registered Office Address: 790 Sunset Boulevard
Sunset Beach NC 28468
Registered Mailing 790 Sunset Boulevard
Address: Sunset Beach NC 28468
Principal Office Address: 790 Sunset Boulevard
Sunset Beach NC 28468
Principal Mailing Address: 790 Sunset Boulevard
Sunset Beach NC 28468
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www,secretary.state.nc.us/Corporations/Corp.aspx?P1temId=7787415 8/22/2005

-;JUL- 20. 2005 2:29PM COX & MCCALLUM
State of Nadh Cuouna
Departmout of the Secretary of State
Limfted Liability Compahy
ARTICM OF ORGANVA XON
SOS[D: 793443
Date Filed: 7/20/2005 2:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200519400411
rwsuam to 157G2^20 of ft General Statutes of North Czm&a. tho undersigned does hcraby submit
these ,Articles of Organization for the purposo of fb mto$ a ruMed liability oa:a4patty.
I. The namo of the limited liability compa;3y is, Saesids Landlne Partrmrs, LLC
2. If the limited liability company is to diasolve by a specific data, the latast daft on width the
liraiti5d liability company is to dissolve: (tf no data for dWolutden it spec freg there shall be no
llnmlt on the dtaratlon of the limltrd liability campar0'•)
3. The name and address of each person executiaglbae mtcles oforpmIzatlon is as follows:
(stare whether each parson is tnwing those articles of org=kWon in the egw(y of a
member, organfrar or both. Note: This doaurri M must be signed by all persons lWad here).
WOW D. KnA li Membu/MenagWOrnanimr Raaeld L. Sewan MemborXMpntncr
Darin Hebod Manberlt,Aan rd0roanlz,tt
Bobby S. Lutes Memberl0 moor Mai ngAddreas for all members:
Darren K. Lucas Member/OrgianrZer 7S4 9u met BLVD Sunset peach NO 284M
4. The suet address and cownty of the initial regigtotd ofiva of the lia bd liability company is-,
Number and S rcet 7M Sunset 9oafW&M
City' StM. Zip Code Sunset Beady, NG 211PM Cou* Brunswldc
S. The mailiag address, if thereat from the sosd ad&v^ of the ui� registered 01900 is:
6. Ito name of tho initial reg:latmvd agatlt is: Waiter 0. YJvt4 ll
I. Principal *Moe ia&umsdaa: (SCJW tidw a or b)
e. Q The limited liability company hu s prlrto4W Aim
The shoot addim and sou* of the pftipsl oboe of the limited iiabilay ompany ti
Number and SUM 790 sunset Bou4mrd North
Chy, &trade, Zip hods Buret 9epQh1 Nc 2Bddt! _. _-- County 8►►urewriok
TM mailing address, (f dV~Msv the mat address, of the principal offica of the oorpasatim is:
b. ❑ The limited liability compm does not have a prtodpal office,

3R. "210. 2005 2:29PM COX & MCCALLUM
S. Check one of the following-,
NO. 3155 P. 3
(i) Me nber-movagad ZLC: ali membm by virtue of their status as n=bm 3ba1J be
managers of this iimhod liab*), company, ,
f ( i) MIMaVer-MaM ed LLC: eaoopt as provided by N.C.O.S• Section 57C-3-20(a), the
members of this limiicd 11nbility company shall notbc m=agars by Wam of their status as
rriambers,
9. Any other provisions which the Hratted /lability compzW old to include are a#tached,
10. Tbcse art#oies will be dbcUvo upon filing, unless a dak and/or time Is gmirecl;
This is the Ph day of Ju 20 0
r ign tuna
Darren K. Lucae Member
S�.gnatvt:a
Ronald L. Sewell Member
Wetter b Knctt, II Mansoing Momtmr
Type or Print Name and TYtle
r
Garth Hebert: M&nagiag ,member
4!!�E"7 signature
Bobby E. Lvcaa Member
NOTES.,
1. F tmg Vn is SM Tkis duammit Ural be filed With We SeerdarY al State.
C01t DRAMONS D1VIS1014 PA Aox 2%=
(3@*cdJamm y T002)
Iratrac4go tor8litng
RAI EMEG NC 27626-M2
(Form L-02)

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�OF WA7T 'q Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 16, 2005
CERTIFIED MAIL #7004 2890 0002 3425 1500
RETURN RECEIPT REQUESTED
Mr. Walter D. Knott, II, Member
Waterway Landing, LLC
790-6 Sunset Blvd.
Sunset Beach, NC 28468
Subject: Request for Stormwater Management Permit Application
Seaside Landing
Stormwater Project No. SW8 050558
Brunswick County
Dear Mr.'Knott:
On May 11, 2005, the Wilmington Regional Office received a copy of a Letter of Receipt of
Erosion Control Plan for the subject project. The North Carolina Administrative Code requires
any project that must receive either Sedimentation and Erosion Control Plan approval and/or a
CAMA Major permit to apply for and receive a Stormwater Management Permit by the
Division of Water Quality. Any construction on the subject site, prior to receipt of.the required
permit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate
enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the
status of this project and the expected submittal date must be received in this Office no later
than July 18, 2005. Failure to respond to this request may result in the initiation of enforcement
action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan
approval letter must NOT be considered the Coastal Stormwater Management Permit, which
will be signed by the Water Quality Supervisor. Please reference the Project Number above
on all correspondence. If you have any questions, please call me at (910)-796-7215.
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:1WQSISTORMWATISTORMSUB1050558.junO5
cc: Delaney Aycock, Brunswick County Building Inspections
Ted Burke, Cavanaugh
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.enr.state.nc.us NarthCaf olina
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper Mundy

A7iN�
NCDENR
North Carolina Department of Environment and
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist
Land Quality Section
MAY 1 1 Z005
Natural Resources
May 10, 2005
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Waterway Landing, LLC
Mr. Walter D. Knott, II, Member
790-6 Sunset Blvd.
Sunset Beach, NC 28468
RE: Project Name: Seaside Landing
Project ID: Bruns-2005-326 — EXPRESS OPTION SS
County: Brunswick I
River Basin: Lumber
Submitted By: Cavenaugh
Date Received by LQS: May 10, 2005
Plan Type: NEW
Dear Mr, Knott:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
Please provide a copy of the most current deed and the adjusted clearing limits.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Carol N. Miller
Assistant Regional Manager
Land Quality Section
cc: Mr. Ted Burke, Cavenaugh
LQS-WiRO: SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]