SW8980345_HISTORICAL FILE_20190107

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
i/*f)IQ %
YYYYMMDD

ROY COOPER
Governor 1 l Y V
MICHAEL S. REGANSecretary
y�,;
WILLIAM E. (TOBY) VINSON, JR. NORTH CAROLINA
hiterini Director Environmental Quality
January 7, 2019
Mr. DeCarol Williamson and .
Ms. LaDane Williamson, Owners
15 Causeway Drive
Ocean Isle 13each, NC 28469
Subject: Permit Renewal Request
Stale Stormwater Management Permit No. SW8 980345
Ocean Isle West Destination Resort Master Plan
KrunSwiCk County
Dear Mr. Williamson and Ms. Williamson:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified, transferred, or renewed. Please note that this letter references DEMLR as the Division
responsible for issuance of the permit..
State Stormwater Management Permit 9SW8 980345 for the subject project was last issued on November
6, 1998 to Mr. DeCarol Williamson and Ms. LaDane Williamson and expired on November 6, 2012. Per
15A NCAC 21-1.1003(h) (the stormwater rules), applications for permit renewals shall be submitted 180
days prior to the expiration of a permit and must be accompanied by a processing fee, which is currently
set. at S505.00. If this is still an active project please complete and submit a renewal application prior to
February 8, 2019. The renewal application can be found at the following website under the Applications
Dorms section: fitt}>s 1'c�. 4--.1-1- - �i41 l re5c�..i.rcc le_tj�t xii feral-1rtEtci-
rules/storiiiwater.plc)i r4mlpoct-c oii.grt€cti_on, Please note that if they have not already been submitted to
the Division, the permit renewal request must be accompanied by the required Designers Certification
and the recorded documents (if applicable). if this project has not been constructed and a permit is no
longer needed, please submit a request to have the permit rescinded.
Please be advised that you are required to comply with the terms, conditions and limitations of the
Stormwater Management Permit under 'Title I5A North Carolina Administrative Code 214 .1003 and
North Carolina General Statute 143-214.7 until you submit the required Permit Transfer Application
Form to the Division and receive approval from the•Division to transfer the permit or,'if the site has not
been built, submit a request to rescind the permit and receive approval. This includes providing the
necessary operation and maintenance of the permitted stormwater system. The Permit Transfer
Application Norm is available on our website at: l�tg.l>>.:%_''eq.ne.�or' al�c�ut/di� ihic7n;r'ener:r�-iniitc rat -land-
reSOU C S/cncrfr� minEial Iand rgl.es�slo mwate ro,_Yram! osl-coilstruction.
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The operation of the stormwater treatment system without a valid and active permit, and/or failure to
provide the Designer's Certification and/or failure to operate and maintain the stormwater treatment
system, are violations of NCGS 143 Article 21 and may result in appropriate enforcement action. If you
have any questions regarding this matter; please contact Garrett Zorda at [phone] or
[e-mail].
Sincer y,
4J-A
J,.F Danny Sm h, Interim Director
Division of Energy, Mineral and Land Resources
G1)S/gdz: II1StormwaterlPermits & Projects11998\980345 HD12019 01 rcq_ren 980345
cc: Wilmin ton Re Tonal Office File
Milk � North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
-E a� Wilmington Regional Office J 127 Cardinal Drive Extension 1 Wilmington, North Carolina 28405
o�y:Mwn er F • �mm. a o�,n\ �i`� 910.796.7215

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 8, 2011
Mr. DeCarol Williamson and
Ms. LaDane Williamson
15 Causeway Drive
Ocean Isle Beach, NC 29469
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 980345
Ocean Isle West Destination Resort Master Plan
Brunswick County
Dear Mr. Williamson and Ms. Williamson:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 980345 to,Mr. DeCarol
Williamson and Ms. LaDane Williamson for a High Density project on November 6, 2008, with a Permit Extension letter issued
on March 2, 2011. This permit expires on November 6, 2012. Per 15A NCAC 2H.1003(h) (the stormwater rules), applications for
permit renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a processing fee,
which is currently set at $505.00. if this is still an active project please complete and submit the enclosed renewal application
prior to May 6, 2012. If this project has not been constructed and a permit is no longer needed, please submit a request to have
the permit rescinded. If you have said the project please provide the name, mailing address and phone number of the person or
entity that is now responsible for this permit. Enclosed is a form for change of ownership, which should be completed and.
submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater treatment system,
a certification of completion be submitted to the Division from an appropriate designer for the type of system installed. This is to
certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and
supporting documentation. If you have not already provided a Designer's Certification to our office, please include a copy with
your permit renewal request and processing fee. A copy of the certification form is enclosed for your convenience.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment facility
without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement action
including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at [phone].
Sinc ly,
7
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Georgette Scott
Stormwater Supervisor
GDSldwc S:IW=StormwaterlPermits & Project0998 \980345 HD12011 09 req_ren 980345
cc: Wilmington Regional Office File
encl.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX; 910-350.20041 Customer Service: 1-877-623-6748
Intemot www.ncwaterqualily.org
An Equal Opportunity 1 Affirmative Action Employer
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 2, 2011
Mr. DeCarol Williamson and
Ms. LaDane Williamson, Owners
15 Causeway Drive
Ocean Isle Beach, NC 28469
Subject: Permit Extension, Session Laws 2009-406 and 2010-177
Stormwater Permit #SW8 980345
High Density — Ocean Isle West Destination Resort Master Plan
Brunswick County
Dear Mr. and Ms. Williamson:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to three (3) years from its
current expiration date. On August 2, 2010, the Governor signed Session Law 2010-
177 which grants an extra year for a total of four (4) years extension.
Accordingly, Stormwater Permit # SW8 980345 which has. already expired on
November 6, 2008, is now in effect until November 6, 2012. Please resubmit the
renewal application and fee at least 180 days prior to November 6, 2012, which would
be May 6, 2012, A copy of the Renewal Application can be obtained from the following
website: httpa/portal.ncdenr.org/web/wq/ws/su/statesw/forms—docs.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
Georgette Scott
Stormwater Supervisor.
Division of Water Quality
S:1WQSISTORMWATERIRENEWAL1SL2009-406 2010-1771980345.mar11
CC" Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilminglon, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748 North Carol t na
Internet: www.ncwaterquality.org
An Equal Oppersun41 Af iative Action Employer

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
February 23, 1999
Dr. Odell DeCarol Williamson
15 Causeway Drive
Ocean Isle Beach, NC 28469
/ O o
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENviRONMENT ANo NATURAL RESOURCES
Subject: EXEMPTION from Stormwater
Management Permit Regulations
Stormwater Project No. SW8 980345
Land Clearing Section 2, Tracts 1 & 2
Ocean Isle West Destination Resort
Brunswick County
Dear Dr. Williamson:
The Wilmington Regional Office received a Stormwater Management General Permit application for the, laiid
clearing activities in Section 2, Tracts 1 & 2 of Ocean Isle West Destination Resort on February 22, 1999. Staff review
of the information provided has determined that the proposed clearing activity does not meet the definition of
development and is therefore exempt from the requirement to submit a Stormwater Management Permit application
at this time, as provided for in NCAC 2H.1000. Enclosed please find the submitted plans, application and check for
$50.00.
The project was issued a Stormwater Management Permit for the master plan development of this site. It is
not necessary to submit for a general stormwater permit for each section or tract individually. The development is
already covered by the master plan permit. Additionally, the fee for all projects is now $420.00, regardless of the type
of project, including generals.
If at any time in the future, development of the site is modified from what was approved, you must apply for
and receive a Stormwater Management Permit modification. If you have any questions concerning this matter, please
do not hesitate to call me at [phone].
Sincerely,
J
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIEXEMPT1980345.FEB
cc: Alan Lewis
Carol Miller, LQS
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
P
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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LADANE WILLIAMSON
May 20, 1999
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
COMPANY, LLC
RECEIVED
MAY 2 5 1999
BY:
Subject: Ocean Isle West Destination Resort
Stormwater Permit No. SW8 980345
cM�a�
Brunswick County
Dear . wis:
In accordance with our conversation on Wednesday, May 19, 1999,1 wanted to send this
letter to ensure our understanding of our conversation was consistent with one another.
As I explained, the subject project has undergone some minor changes since the
issuance of the stormwater permit on November 6, 1998. These changes are related to
property ownership and minor changes in layout and residential product types. Due to
different timetables for development and different development styles, Ms. LaDane
Williamson and Dr. DeCarol Williamson have divided the property. This division has
enabled each to develop plans in their respective style and timetable.
There have been some minor changes to each owner's Master Plan and we have spent
considerable time with the Town of Ocean Isle Beach's Planning Board and Town Board
approval process. Through this process, we have had some density reduction and some
reconfiguration of product type and location. I anticipate that these changes will not be
an impediment to obtaining your approval for a revised stormwater plan.
The primary issue that we discussed was whether there would be any reasons or
difficulties associated with a request to have each respective party obtain their own
individual stormwater permit. As we discussed, this would require each respective
party to prepare their new stormwater management plan for their revised master plan.
Each respective party will need to submit appropriate documentation to enable issuance
of a stormwater permit for their project. This submittal must be similar to the
application package (completed application, processing fee, stormwater plan schematics
/ details, supporting calculations, etc... ) submitted for the original stormwater permit
issuance. This would enable each party to develop and manage their property
independent of the other. As you can understand, this will enable us to handle our
regulatory affairs without affecting or inconveniencing the other and also minimize any
confusion with your office.
10155 BEACH DRIVE — CALABASH, NORTH CAROLINA 28467
PHONE: [phone] • FAX: [phone]

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- 2 - May 20, 1999
I hope that this letter suffices as an overview of our discussions. Unless I receive a
telephone call or a letter to the contrary, I will consider this letter as an acceptable
understanding that the previously issued stormwater permit can be split and reissued to
the two separate parties for their respective projects. Each party is anxious to proceed
with development activities and will be submitting detailed information for their
respective project's first phase in the near future. If this does not create too much
confusion, we ask that we be allowed to make such applications simultaneously with
these requests for separating the stormwater permit.
If additional clarification is necessary, please do not hesitate to contact me at (910) 579-
0733. If you have any questions related directly to Dr. DeCarol Williamson's portion of
the project, please contact Mr. Alan Lewis, East Coast Engineering, at [phone].
cerely,
{rVt-
Donald L. Safrit, P.E.
Vice President for Horizontal Development
cc: Ms. LaDane Williamson
Dr. DeCarol Williamson
East Coast Engineering
W.K. Dickson & Associates

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East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
February 26, 1999 =Y.
Ms. Linda Lewis Water Quality Section NC Department of Environment, Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Ocean Isle West Destination Resort v
Section 2, Tract 3
Request for Stormwater Exemption
Dear Ms. Lewis:
This is to inform you that we are making application to the Land Quality Section for an erosion
control permit for the subject project. Your February 23, 1999 letter to Dr. DeCarol Williamson
relative to our submittal for the former "Tracts 1 and 2" project established DWQ's position that
"the proposed clearing activity does not meet the definition of development and is therefore exempt
from the requirement to submit a Stormwater Management Permit application at this time...". The
enclosed Erosion Control Plans illustrate that the type work proposed for the current "Tract 3"
project is the same as the type work proposed for the former "Tracts 1 and 2" project. We therefor
request an exemption from the requirement to submit a Stormwater Management Permit application
for the current project.
Your attention to this matter is appreciated. Please give us a call if you have any questions or
comments.
Sincerely,
4
Alan2 wis, Vice President
Enclosures
pe: Mr. Steve Mann, DeCarol Williamson Enterprises w/plans and forms
Dr. DeCarol Williamson w/plans and forms
File: 99-1600.02 (OIW, Sec 2, Tract 3)

East Coast
Engineering Company, P.A. 4918 Main street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
Delivery by Hand
Wednesday, November 4, 1998 RECEIVED
NOV 5 1998
Ms. Linda Lewis
Water Quality Section $Y:
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Ocean Isle West Destination Resort
Stormwater Project No. SW8 980345
Dear Ms. Lewis:
We have revised our plans for the subject project by adding a flow spreader
mechanism detail as requested in your November 3, 1998 fax to us. Enclosed for your
review and approval are two copies of revised Plan Sheet # 3.
Thank you for your continued assistance on this project. We look forward to
hearing from you at your earliest convenience.
Sincerely,
Alan C. is, Vice President
Donald M. Covil, P.E.
Enclosures
pc: File; 96-0099 (Ocean Isle West Destination Resort)

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2869
Office: 910.754.8029 Shallotte, NC 2$4g59r
Friday, July 31, 1998 AUG U 3 1998
Ms. Linda Lewis BY: -
Water Quality Section
NC Department of Environment, Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Ocean Isle West Destination Resort
Stormwater Project No. SW8 980345
Revised Stormwater Master Plan Submittal
Dear Ms. Lewis:
We have revised the subject stormwater plan based on the comments presented in
your July 1.5, 1998 and July 23, 1998 letters to us. The revisions are summarized below,
and are numbered to correspond to your numbered comments.
L A new page 3 of the application has been prepared and signed by the owners.
2. Page 2 of the application has been revised by designating that the project is within
the Lumber River basin.
3. The "...Stormwater Data Summary" table on Plan Sheet # 2 has been expanded to
include the total BUA for each of the building footprints and other project
components.
4. Sheet # 3 has been added to the plans. This sheet shows preliminary layouts of
22 "engineered" stormwater systems. Of the 22 subbasins, Numbers 17, 18, and
21 are projected to use subsurface infiltration pipe/trench systems and the
remaining subbasins are projected to use dry infiltration basins. At the time of
detail design submittals for the engineered areas, we will demonstrate that all of
the runoff from BUA will be directed to the infiltration basin or pipe/trench
system. This will involve runoff through roadway gutters, swales, or/or
conveyance piping as necessary.
S. (No response required. We appreciate your clarification.)
G. We plan to design the engineered systems such that the runoff from West Second
Street does not enter any of the engineered systems. We also plan to take this
approach for West First Street also, though accomplishing this will be more
difficult. Recognizing the possibility that we may have to treat the runoff from
West First Street, we have shown it (Sheet # 3) as being within engineered
system boundaries. Regardless, the "engineered" systems as submitted are
preliminary. Future detailed designs will account for all BUA which drains to the
systems.
i

Ms. Linda Lewis Page 2 Ocean Isle West
July 31, 1998 Revised SW Master Plan
Enclosed are one original and one copy of the revised application pages, and two
copies each of revised Plan Sheets # 2 and # 3, and the requested preliminary calculations
for the engineered systems.
Thank you for your continued assistance on this project. We look forward to
hearing from you at your earliest convenience.
Sinr..erely
Alan
Project Manager
Donald M. Covil, P.E.
Enclosures
pc: Mr. Kevin Fox
Mr. Ken Friesen
Mr. Steve Mann, w/Enclosures
Mr. Don Safrit, w//Enclosures
Mr. DeCarol Williamson, w//Enclosures
Ms. LaDane Williamson, w//Enclosures
File: 96-0099 (Ocean Isle West Destination Resort)

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DECEIVED
MAY 1998
East Coast BY:
Engineering Company, P.A. 4918 Main Street
Pax: 910.754.8049 Consulting Engineers Post Office Box 2869
Office: 910.754.8029 Shallotte, NC 28459
Thursday, May 21, 1998
Ms. Linda Lewis
Water Quality Section
NC Department of Environment, Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Ocean Isle West Destination Resort
Dear Ms. Lewis:
It is estimated that the subject project will have a build -out period of approximately
10 to 1.5 years. The developers are currently considering two options for obtaining permits
under the stormwater "Rules". Option # 1 involves submitting stormwater applications on
a phase -by -phase basis over the build -out period. Option # 2 involves designing the entire
project "up -front".
Several questions surface when considering the two options. You discussed some
of the questions with Mr. Don Covil of our office on May 1.9. In the interest of clarity and
based on the benefits of a having a written record, we would appreciate a letter from you
addressing the following issues.
• The developers would prefer Option # 1 if approval of the Master Stormwater Plan
"locked" the project into the current "Rules". They would not have to be concerned
about possible future Rule changes which could significantly impact future phases.
The basic question here is:
To what extent does the date of approval of the Master Stormwater Plan affect
the review criteria for subsequent stormwater submittals for component "high
density" phases?
• If the developers chose Option # 2 they would need to have some degree of
"comfort" that the permit would be valid even if construction of a particular phase
was initiated 20 years into the future. The basic question here is:
Are stormwater permits valid indefinitely, or at least within the time span of
current interest (10 to 15 years)?
It is likely that many of the future phases will take on at least minor modifications
over time. The developers are concerned that if Option # 2 is selected, the State
may determine that even minor modifications provide reason for invalidating
existing permits in the interest of exercising more stringent controls. The basic
question here is:

Ms. Lewis Page 2 Ocean Isle West
May 21, 1998 Destination Resort SW
Assuming the answer to the previous question is yes, what degree of
modifications would be considered grounds for invalidating an existing permit?
We realize that these questions may be difficult to answer; however, we would
appreciate any help you could give us that may be of benefit in making this important
decision. Please do not let these questions interfere with the current Master Plan
submittal/review/approval process.
Thank you for your continued assistance on this project. We look forward to
hearing from you at your earliest convenience.
Sincerely,
Alan C. wis, Vice President
Project Manager
Donald M. Covil, P.E.
pc: Mr. DeCarol Williamson w/Enclosures
Ms. LaDane Williamson w/Enclosures
File: 96-0099 (Ocean Isle West Destination Resort)

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
July 15, 1998
Mr. Don Covil, P.E.
East Coast Engineering
PO Box 2869
Shallotte, NC 28459
ti
�••
NCDENft
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980345
Ocean Isle West Resort Master Plan
Brunswick County
Dear Mr. Covil:
The Wilmington Regional Office received a Stormwater Management Permit Application for Ocean
Isle West Resort on May 18, 1998. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. The signature page 3 of 4 of the application is unreadable. Please provide a readable, original
signed page.
2. This project is within the Lumber River Basin. Please correct this in Section III, item #2 on
page 2 of the application.
3. Please add the total BUA to the drawings submitted for each of the footprints.provided, ie.,
townhome, condominium, restaurant, beach club, and retail/spa.
4. Please indicate the method by which the high density portions of the project will be treated,
and provide preliminary calculations of the design. Additinally, the pond and/or infiltration
areas need to be located in detail on the plan, ie., contours, labelling permanent pool and
design pool elevations, outlet structure, etc. I know we discussed the use of the existing
lagoons as stormwater treatment devices, but the discharge from the lagoons would have to
be directed toward the ocean due to the classification of the Eastern Channel as SA.
Engineered solutions are limited to infiltration, if the system drains to SA waters. Only
sheetflow and infiltration have been noted as the treatment devices on the application.
I27 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Covil
July 9, 1998
Stormwater Project No. SW8 980345
5: Per the Central Office, the approval of a master plan does not preclude the developer from
having to meet the intent of the rules in effect at the time of future plan revisions. Minor
modifications such as relocation of BUA within the project (or phase in this case) would not
invalidate the existing permit. Permit modificaions would be triggered by changing the BUA
(adding more to a phase) or by design changes to the control systems.
6. Even though West First Street and West Second Street are existing, if drainage from any parts
of them cannot be routed around a proposed engineered system, then the system must be sized
for it.
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 15, 1998, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSISTORMWATIADDINFO1980345.JUL
cc: Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

East Coast
Engineering Company, P.A.
Fax: [phone] Consulting Engineers
Office: 910.754.8029
Friday, August 21, 1998
AUG 2 7 1998
Ms. Linda Lewis
Water Ouality Section
NC Department of Environment, Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Ocean Isle West Destination Resort
Stormwater Project No. SW8 980345
Revised Stormwater Master Plan Submittal
Dear Ms. Lewis:
4918 Main Street
Post Office Box 2869
Shallotte, NC 28459
We have revised the subject stormwater plan based on the comments presented in
your August 17, 1998. The revisions are summarized below, and are numbered to
correspond to your numbered comments.
1. The percent built -upon area has been replaced with total built -upon area (SF) in
each of the infiltration systems data tables on Plan Sheet # 3.
2. Surface area of basin (trench) bottom has been added to each of the infiltration
systems data tables on Plan Sheet # 3.
3. A column for total volume required and provided per basin (trench) has been
added to each of the infiltration systems data tables on Plan Sheet # 3.
4. A column for the seasonal high water table elevation has been added to each of the
infiltration systems data tables on Plan Sheet # 3.
5. A column for the lowest allowable bottom elevation has been added to each of the
infiltration systems data tables on Plan Sheet # 3.
6. A column for anticipated storage depth has been added to the infiltration basin
data table on Plan Sheet # 3.
7. The pipe length presented in the infiltration pipe/trench data table of Plan Sheet #
3 has been replaced with a column labeled "length of 6' X 2' gravel trench with
24" perforated pipe". Revised lengths are provided based on storage in the pipe
and within the pores of the gravel. A trench detail has also been added to Plan
Sheet # 3.

Ms. Linda Lewis Page 2 Ocean Isle West
August 21, 1998 Revised SW Master Plan
Enclosed for your review and approval are two copies of revised Plan Sheet # 3.
We anticipate providing you with site specific soil boring information soon, and look
forward to meeting with you and Mr. Vince Lewis on -site to discuss our findings.
Thank you for your continued assistance on this project. We look forward to
hearing from you at your earliest convenience.
Sincerely,
-sident
Donald M. Covil, P.E.
Enclosures
pc: Mr. Kevin Fox
Mr. Ken Friesen
Mr. Steve Mann, w/Enclosures
Mr. Don Safrit, w/Enclosures
Mr. DeCarol Williamson, w/Enclosures
Ms. LaDane Williamson, w/Enclosures
File: 96-0099 (Ocean Isle West Destination Resort)

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 23, 1998
Mr. Don Safrit
LaDane Williamson Company
PO Box 7750
S. Bunswick, NC 28470
A4 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980345
Ocean Isle West Master Plan
Brunswick County
Dear Mr. Safrit:
The Wilmington Regional Office received previously requested information from East Coast
Engineering for the Stormwater Management Permit Application for Ocean Isle West on August 27, 1998.
A preliminary review of that information has determined that the application is not complete. The following
information is needed to continue the Stormwater review:
More than half of the infiltration areas have proposed bottom elevations above the existing
grade, and will require that fill material be placed in order to achieve the required 2'
separation. The ability to allow this will need to be confirmed on a case -by -case basis by the
Regional Soil Scientist. The Master Plan permit must include a condition to this effect, and
will require that in those areas that fill cannot be used, the project area must either revert to
low density, or the runoff must be collected to another basin.
2. Do the outlines shown on the plan for the infiltration areas represent the bottom elevations or
the top?
3. A signed Oeration and Maintenance Plan
4. Provide a vegetated filter detail for the bypass flows. Due to the SA class waters, direct
discharges are not allowed, so filter design becomes very important. No channels are allowed
to be graded into SA waters, therefore, the filter must be constructed in such a way that the
runoff is dispersed evenly in a flow spreader mechanism and allowe to sheet flow over at least
a 50' long area of natural, grass covered ground.
5. Provide preliminary trench locations.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Safrit
October 23, 1998
Stormwater Project No. SW8 980345
6. Provide the built -upon area per lot limit for the single family lots on page 4 of 4 of the
application.
7. Provide a copy of the soils report indicating the type of soil, expected infiltration rate, and
Seasonal High Water Table elevations.
8. Please calculate the anticipated drawdown time in each system.
9. The project is no longer low density,.with a built -upon area proposed of 38.8%. Please submit
the additional $160.00 engineered system application fee.
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 November 23, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at {910) 395-3900.
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF01980345.00T
cc: Linda Lewis
Central Files

Date sent: Wed, 15 Jul 1998 16:01:11 -0400
From: "Jeanette Powell"<[e-mail]
To: Alida Lewis <[e-mail]>
Subject: Re: Master Plan
My initial response - "Gee, what DOES the master plan show?"
2H .1003(h)(3)
Stormwater management permits shall be issued to the developer or
owner and shall cover the entire master plan of the project
("stormwater master plan permit"). The master plan permit shall
include specifications for stormwater management measures associated
with each individual lot or property within the project.
Alida Lewis wrote:
> Dear Jeanette:
> Do I have to have specific design calculations for a pond or
> infiltration area prior to permitting a master plan? Would it be OK
> to just put in a permit condition that that particular phase or area
> will require an engineered system?
What would the trigger mechanism be to get a submittal of the specific
design for review prior to construction?
> Also, the master plan I have does not show the locations of ponds
> and infiltration areas, nor any piping to collect runoff. is it OK
> to just put in a permit condition that collection is required and
> that the plans for individual phase approval will show the piping
> and the ponds or basins?
My personal opinion is that the master plan must demonstrate some
forethought for how stormwater will be handled or your just going to
have more headaches later on. Therefore, the master plan should
designate the general vicinity and types of stormwater control
system(s) under consideration.
Alida Lewis -- 1 -- Wed, 15 Jul 1998 16:38:56

>
> Thanks, Linda
Mailto: Jea nette_Powel I @ h2o. en r. state. nc. us
North Carolina Department of Environment and
Division of Water Quality
Stormwater and General Permits Unit
[phone], ext. 537
Natural Resources
Alida Lewis -- 2 -- Wed, 15 Jul 1998 16:38:57

East Coast
Engineering Company, P.A. 4918 Main street
Fax: [phone] Consulting Engineers Post Office Box 2869
Office: 910.754,8029 Shallotte, NC 28459
Friday, May 17, 1998
Ms. Linda Lewis
Water Quality Section
NC Department of Environment, Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
E C E I V E
Re: Ocean Isle West Destination Resort
Master Stormwater Ilan Submittal N MAY 18 1998 U
Low Density Stormwater Plan Submittal for Phases C, D, and F
1.0 _•ilk `-
Dear Ms. Lewis:
Please find enclosed the following documents which constitute stormwater
submittals for the subject projects:
1. Two copies of Stormwater Master Plan Sheets 1 and 2;
2. One original and one copy of the Stormwater Management Application Fonn
representing a "General Permit" application for the Stormwater Master Plan;
3. One original and one copy of the Stormwater Management Application Form
representing a "Low Density Permit" application for Phases C, D, and F;
4. One copy of the Low Density Supplement to the stormwater application for Phases
C, D, and F; and,
5. Check in the amount of $225 to cover the application fee for the low density
projects.
6. One set of dimensioned footprints illustrating the built -upon area for rnulti-family
residential structures (townhomes, duplexes, triplexes, small sixplexes, large
sixplexes, and 12-unit condos). As noted on Plan Sheet 4 1, the built -upon areas
for commercial structures are based on conceptual footprints. The footprints of the
buildings that will actually be constructed will be reflected in the stormwater plans
for the particular phase(s) of interest at the time of engineered solution project
submittal.
The Stormwater Master Plan will be updated each time an additional phase or
Phases are "designed" and submitted for stormwater approval. We believe that this is in
keeping with the discussions we have had regarding this project. Should you require
additional information, or have any questions or concerns, please inform us as soon as
possible.

Ms. Lewis Page 2 Ocean Isle West
May 15, 1998 Destination Resort SW
Thank you for your continued assistance on this and other projects.
Sincerely,
4
Alan C.is, Vice President
Project Manager
Donald M. Covil, P.E.
Enclosures
pc: Mr. Ken Friesen w/Enclosures
Mr. Kevin Fox w/Enclosures
Mr. Steve Mann w/Enclosures
Mr. Rob Moul w/Enclosures
Mr. DeCarol Williamson w/Enclosures
Ms. LaDane Williamson w/Enclosures
File: 96-0099 (Ocean Isle West Destination Resort)

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Bunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
March 27, 1998
CERTIFIED MAIL Z 312 648 743
RETURN RECEIPT REQUESTED
Ms. Ladane & Mr. Decarol Williamson
15 Causeway Drive
Ocean Isle Beach, NC 29469
IWAu e
.-.00M
NCDENR
ENvinommENT AND NKfURAL. RESOURCES
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Ocean Isle West
Stormwater Project No. SW8 980345
Brunswick County
Dear Ms. Ladane & Mr. Williamson:
On March 26, 1998, the Wilmington Regional Office received a copy of the CAMA Major
Permit Application for Ocean Isle West. The North Carolina Administrative Code requires any
project that must receive either a Sedimentation and Erosion Control Plan permit 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 April 27,
1998, or the subject project file will be closed and construction may experience a subsequent delay.
Please reference the Project Number above on all correspondence. If you have any questions,
please call me at (910)-395-3900.
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATISTORMSUB1980345.Mar
cc: Delaney Aycock, Brunswick County Inspections
Alan C. Lewis, East Coast Engineering Co., P.A.
Jerry Parker, DCM
Linda Lewis
Central Files
127 North Cardinal Dr.. Wilmington, North Carolina 25405 Telephone 91039&3900 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recyded/10% post -consumer paper

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�. Engineering Company, P.A. 4918 Main Street
V
Fax: [phone] Consulting Engineers Post Office Box 2869
Office: 910.754,8029 Shallotte, NC 28459
Delivery By Hand
Mr. Jerry Parker
Thursday, March 26, 1998
Coastal Field Representative III RECEIVE
NC Division of Coastal Management
NCDEHNR MAC 2 6 1998
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845 BY: d
Subject: - Ocean Isle West Destination Resort
Ocean Isle Beach, North Carolina
Major CAMA Submittal
Dear Mr. Parker:
On behalf of our Clients, we are pleased to submit the Major CAMA submittal
package for the subject project. Enclosed is the completed and executed major CAMA
application forms (MP-1, MP-2, MP-3, MP-4 and MP-5), a full size color copy of the
Master Development Site Plan, a copy of the property deed, a signed AEC Hazard Notice,
letters of notification and return receipts to the adjacent waterfront (riparian) landowners
and a check in the amount of $250.00 to cover the required application fee. Also enclosed
are 25 copies of the following in support of this submittal:
1. Sheet 1 - Master Development Site Plan
2. Sheet 2 - Regulatory Boundary Map r�
3. Sheet 3 - Topo and Well Location Map MAR 2 6 1998
4. Sheet 4 - Phasing Map - .. DIVISION OF
5. Sheet 5 - Cross-section Key Map COASTAL MANAGEMENT
6. Sheet 5A - Cross -sectional view of Profile A
7. Sheet 5B - Cross -sectional view of Profile B
8. Sheet 5C - Typical View of Public/Private Beach Access
9. Sheet 5D - Cross -sectional view of Profile C
10. Sheet 5E - Cross -sectional view of Profile D
11. Sheet 5F - Cross -sectional view of Lagoon #6
12. Sheet 5G - Cross -sectional view of Lagoon #4
13. Sheet 5H - Cross -sectional view of Lagoon #4 to Eastern Channel
14. Sheet 5I - Typical View of Habitat Islands
15. Sheet 5J - Cross -sectional view of Profile E
16. Sheet 5K - Typical View of Pier - No Docking
17, Sheet 5L - Typical Arched Wooden Crosswalk of Lagoons
18. Sheet 6 - Public (and Private) Access Map
19. Sheet 7 - Oceanfront Expendable Construction Map
20. Sheet 8 - Existing Rip Rap Revetment Repair Map
21. Sheet 9 - Overview of Habitat Islands and Crosswalks
22. Sheet 10 - Fill/Excavation in Wetlands and Uplands Map
23. Sheet 11 - View of Paddle Boat and Canoe Wooden Dock
24. Sheet 12 - Flood Map (Showing the various VE Zones)
25. Sheet 13 - 404 Delineation Map with a Site Vicinity Map

Mr. Jerry Parker Page Two Ocean Isle West
March 26, 1998 Major CAMA
Also enclosed are 25 copies each of the following building footprints, floor plans
and section views in support of this submittal:
1. Townhome - Each Unit is designed as a separate structure and could be
relocated independent of the adjacent unit. (Small Structure)
2. Duplex - First Unit on the first habitable floor and second unit on the
second habitable floor. (Small Structure)
3. Triplex - A unit on each respective floor level. (Large �tr ctr}{ b TION ��
4. Small 6 Unit Condo - 2 units per floor (Large Structure JJn
5. Large 6 Unit Condo - 2 units per floor (Large Structur
6. 12 Unit Condo - 4 units per floor (Large Structure)
7. Restaurant (Large Structure) MAR 2 6 1998
8. Beach Club (Large Structure) DIVISION OF
9. Retail/Spa (Large Structure)
10. Convention Facility (Large Structure) COASTAL MA14AGF-MENT
We have coordinated and discussed this project with Ms. Linda Lewis of the
Division of Water Quality (DWQ). We will coordinate project approval for compliance to
the NC Coastal Stormwater Regulations directly with Ms. Lewis. Since we are currently
awaiting some final technical data from one of our consultants as well as the project
surveyor, we will make a submittal to Ms. Lewis as soon as possible. We will provide you
a copy of the stormwater plans at the time that we make such submittal to Ms. Lewis.
We are also coordinating this project with the U.S. Army Corps of Engineers
(USCOE) and the DWQ under the State's 401 Certification Program. Mr. Rob Moul of
Land Management Group is responsible for coordinating with these agencies. Mr. Moul
and I will keep you informed regarding this particular element of the project.
We have also coordinated this project with the Town of Ocean Isle Beach. Please
note that the Town has approved this project under their Planned Unit Development
Ordinance. All components of the project are in accordance with Town requirements. We
will coordinate all required Sedimentation and Erosion Control approvals for individual
specific phases of the project with the Town of Ocean Isle Beach in accordance with their
approved local jurisdiction program.
We trust that you will find the enclosed submittal package to be in order. We
appreciate your prompt attention to this matter. Should you require any additional
information or have any comments, please do not hesitate in contacting our office.
Si
Alan C. Le�, V�-President
East Coast Engineering
Company, P.A.
Enclosures
pc: Ms. LaDane Williamson w/Enclosures
Mr. DeCarol Williamson w/Enclosures
Mr. Kevin Fox w/Enclosures
Mr. Steve Mann w/Enclosures
Mr. Rob Moul
File: 96-0099 (Williamson, Ocean Isle West)

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
"Qbeail Isle WEs�" Destination Resort b' C11�PS7i a� rI .0 I P I�Nc
X. APPLICANT ( �7
c. Strget address or secondary road number
a. Landowner: MAR 2 6 1998 t 2nd Street
Name laDane & Dfarol W �nn DIVISION OF d. Is proposed work within city limits or planning
COASTAL MAI4AGEME4 Visdiction? X Yes No
Address 15 Causeway Drive
City Qann Ls1e Beach ' State NC
Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Alan C. Lewis
Name Fast Coast Co. P.A.
4918 Main Street Box 2869
Address
City
ShaUotte
State NC
Zip 28459 Day Phone [phone]
Fax _ 910-754-8CY49 T
c. Project name (if any) "0a2n Isle West's
NOTE,- Pernct will be issued in name of mrdowner(t), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Atlantic nre@n .e. RQ tP= ch -i
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
696 Unit Subdivision on 91 ac. tract from
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If �me5o�re space is needed, please attach
��� aacx TarM
Revised 03/95

Q TUO�TTHV�
Form DCM-NIP-1 MAR 2 6 1998
(" C' c ' existing wastewater treatment facilities,
4, LAND AND WATER COASTAL MANAGE�tion to OceanIsle Beach is sewer system
CHARACTERISTIC$
a. Size of entire tract 91 acres
b. Size of individual lot(s)� +/10,000 s.f.� .
c. Approximate elevation of tract above MHti1i or
NWL ±8.2 msl ocean front_ _. __ —
+5.8 msl est,ari ne shoreline
d. Soil type(s) and texture(s) of tract
Newhan Beach Sand; udorthents;corrolla
e. Vegetation on tract Alit. Flash G ass/Se--Cets;
Myrtle, Paters & Badcatas
f Man-made features now on tract 8 nor oBde
isolated lagoons and y2; Gt; ag GJ t First St.
& West Sacmd Steets
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the locallanduse plan.)
Conservation X - Transitional
Developed Community
Rural Other
h. How is the tract'zoned by local government`?
Cl -
I. Is the proposed project consistent with the
applicable zoning'? X Yes No
(Attach::oning compliance certificate. ifapplicable)
Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom? N/A_
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes I No .
1, Are there wetlands on the site? _Yes No
Coastal (marsh) X Other 64 _around lagoons
If yes, has a delineation been conducted? yes
(tlnacb doc umenuuion, if available)
see 404 slap attachment sheet 2 8, 13
Revises! 03/95
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, mdustrial/commercial
effluent, `.`wash down" and residential discharges.)
No antici:aated Ft. Source discharee:
—possibly over wash of 1al cons _
o. Describe existing drinking water supply source.
Existing city water aervice
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state -application only)
or other instrument under which the applicant
claims title to the affected properties. If the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or other
instrument under which the owner claims title,
plus written permission from the owner to carry
out the project.
* An accurate, dated work plat (including plan
view and cross -sectional drawings) drawn to scale
in black ink on an 8 ''/z" by I V white paper, (Refer
to Coastal Resources Commission Rule 71,0203 for
a detailed description.)
Please note that original drawings are preferred and
only high duality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of_plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to

7
Form DCM-MP-1
MAR 2 6 1998
the site. Include highway or secondary road Rf S I O N 91-
numbers, landmarks, and the like. COASTAL MANAEQW4�rITICATION AND PERMISSION
* A Stormwater Certification, if one is necessary. TO ENTER ON LAND
* A list of the names and complete addresses of
the adjacent waterfront (riparian) landowners
and signed return receipts 'as proof that such
owners have received a copy of the application
and plats by certified mail. Such landowners
must be advised that they have 30 days in which to
submit comments on the proposed project to the
Division of Coastal Management. Upon signing
this form, the applicant further certifies that such
notice has been provided.
Name SFF, AT AC ffNF EXI= A _
Address - - -
Phone
Name
Address
Phone
Name
Address
Phone
A list of previous state or federal permits
issued for work on the project tract. Include permit
numbers, permittee, and issuing dates.
Odell 5f l l i smon - CV 1A Major Permit # - for
rock riprap revetaEnt along &stem Qonnal
PIIdU ND. '240-89
• A check for $250 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of
processing the application.
* A signed AEC hazard notice for projects in
oceanfront and inlet areas.
* A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
N/A
Revised 03/95
I understand that any permit issued in response to
this application will allow only the development
described in the application. The project will be
subject to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a- manner consistent with
such program.
I certifv that I am authorized to grant, and do in
fact,.grant permission to representatives of state and
federal review agencies to enter on the
aforementioned lands in connection with evaluating
information related to this permit application and
follow-up monitoring of the project.
I further certify that the information provided in this
application is truthful to the best of my lmowledge.
This is the —2 day of - �br�' 19 98
Print Name Alan C. Le4i-s
Signature
Landown or. t ori.:e
Please indicate attachments pertaining to your
proposed project.
X DCM MP-2 Excavation and Fill Information
X DCM M11-3 Upland Development
X DCM MP-4 Structures. Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina • Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2869
Office: 910.754.8029 Shallotte, NC 28459
Exhibit A U
BAR 26 ?99,8
Attachment to Form DCM-MP-1 DIVISION OF:
March 25, 1998 COASTAL MA14AGEMENT
Ocean Isle West Destination Resort
Ocean Isle Beach, NC
Adjacent Raparian Landowners
Ocean Front Area
Sand Castles POA
c/o Tony Shaffer
114 Southern Hills Drive
New Bern, NC 28562
[phone]
Ocean Isle Villas, Inc.
c/o Peggy Truesdale
Post Office Box 6030
Ocean Isle Beach, NC 28469
[phone]
Eastern Channel Waterfront
Frank Williamson Constrution, Inc.
119 Causeway Drive
Ocean Isle Beach, NC 28469
[phone]
Channel Side Landing POA
c/o CHC Services
Post Office Box 517
Mount Gilead, NC 27306
[phone]

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2869
Office: 910.754.8029 Shallotte, NC 28459
Exhibit B
Attachment to Form DCM-MP-1,
March 25, 1998
Ocean Isle West Destination
Ocean Isle Beach, NC
Project Narrative
Sectio>� 3`19) �� � ���
D5
Resoi MAR 2 6 1998
DIVISION OF
COASTAL. MANAGEMENT
Ocean Isle West Destination Resort is the vision of LaDane and DeCarol Williamson.
Their goal is to provide Ocean Isle Beach, NC with an upscale residential community with
commercial facilities conveniently located nearby. The project has been professionally
planned with much thought given to quality of life and attention to detail while maintaining a
strict adherence to environmental issues and concerns. Emphasis is made in order to provide
an attractive and secluded project that will promote mainly pedestrian use and less vehicular
travel.
The project is located in a commercial zoning district (Cl) which encourages such
Planned Unit Developments as Ocean Isle West. The project has been approved by the Town
of Ocean Isle Planning Board and the Town Board of Commissioners. The project conforms in
all respects to the Town of Ocean Isle Beach's Planned Unit Development and Zoning
Ordinances as well as the Town's current Land Use Plan. In order to provide desired open
space, much more separation between buildings has been provided than is required by Town
ordinances. In all instances, the Town's maximum building height of 55' is maintained, while
the vast majority of the buildings will be substantially lower than the maximum height limit.
The method of construction for this project will be by conventional equipment. No
special construction equipment will be required. Property and adjacent estuaries will be
protected by construction through the-- implementation of standard Sedimentation and
Erosion Control measures. No construction will occur seaward of the landward toe (heel) of
the oceanfront frontal dune. The construction of small structures will be landward of the
required 60-foot setback limit. Large structures will also adhere to the required 120-foot
setback limit.
In addition to increasing building separation, Ocean Isle West has been planned in
order to reduce impervious surfaces substantially when compared to existing development
areas. In residential areas, all parking is located under the respective buildings while much of
the commercial parking is also located under buildings. Existing freshwater lagoons will be
enlarged and connected in order to facilitate better stormwater management. In addition,
lagoon habitat islands will be constructed as part of the lagoon expansions in order to provide
natural havens for various types of wildlife. Aquatic plants will line the Iagoon edges providing
further benefits as well as serving as simple yet attractive natural buffers and screenings.
AIso, the lagoons will capture all excess stormwater runoff from impervious surfaces after the
initial runoff has been intercepted by specially designed collection, storage and treatment
facilities. Portions of the project will even qualify for low density stormwater designs since
they will contain less than 25% impervious surfaces.
Public ocean access is provided through the use of access easements conveniently
located. While the Town requires ocean access points at least every 1000 feet spacing, this
project provides public access points at least every 500 feet spacing. All off peak commercial
parking spaces are intended to encourage public use and to provide much needed parking by
day visitors.

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAJI A
Major Permit, Form DCM-MP-I. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing - Project
Length Width Depth Depth
Access channel
(Nff-W) or
(N'Wb)
N/A
Canal
N/A
Boat
Basin
N/A
Boat
Ramp
N/A
f
m
Rock-
Groin
]17/ A
11�Y t1
Rock
Breakwater
N/A
Qi
Other (Excluding
shoreline stabiliz-
ation)
N/A
Revised 03/95
E T—
U'l C 13 171 D
TAR 2 6 1998
DIV[Sjo1 ! OF
COASTAL MANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards --N/A _
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes XC No
d. Higghggrround excavation in cubic vards ( oon torn)
±145, a00 c. y. of spoil will be i-jed to
reshape and connect 8 lagoons
2. DISPOSAL OF EXCAVATED
_ 1VIATERL4L__ 14�dr wmcz
a. Location of disposal area on site
b. Dimensions of disposal area (ate i= ans —
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where`? lainterarce of L2ff!22s wiLlnot
occur frequently, same bot:Oere will be
dipped with bw1chole.

R„0,1�-71R
[',BAR 2 6 1998
DO
Form DCM-MP-2 DIVISION OF:
COASTAL MANAGEMENT
e. Does the disposal area include any coastal If yes,
wetlands (marsh), SAVs or other wetlands? (1) Amount of material to be placed in the water
Yes X No
£ Does the disposal include any area in the water?
Yes Y No
3.__ SHQRELINE STABILIZATTON
Type of shoreline stabilization
Bulkhead X Riprap
b. Length _ 2540 Lf- (maiatenig,xe)
c. Average distance waterward of MHW or NWL
-eve-ffiltw --
dd Maximum distance waterward of N1 1HW or NWL
of 2' no than '
e. Shoreline erosion during preceding 12 months
*2 ft. at places.
f. Type of bulkhead or riprap material
clean marl and/or coquim
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 14C)f'1 r _ y_•
(2) Bulkhead backfill
h. Type of fill material sand fran adjacent
bank for Tess grade or 3: to 2:1 ope
I. Source'of fill material_ from adjacent bank
behind new falter x cloth
4. OTHER FILL ACTIVITIES
(Excluding „$horeline Stabilization)
a. WHI fill material be brought to site?
Yes X No
Revised 03195
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
—Yes X No
If yes,
(1) Dimensions of fill area N/A
(2) Purpose of fill N A
5. GENERAL
a. How will excavated or fi nat8ria�l l kV'c_?onth
site and erosion controlled?
for
b. What type of construction equipment % ill be
used (for example, dragline, backhoe, or hydraulic
e a }? , Pan & dozier, dump truck etc.
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. NA
Ocean Isle West Destination Resort
Applica tar Project ame
_Q
Signatu e
3�zs%s8
Date

Form DCM-MP-3
IJPLANI9
DEVELOPMENT
(Construction and/or land disturbing activities)
2 D - 7 11*1T&HVTR�
DO
MAR 2 6 1998
DIVISION OF
COASTAL. MANAGEMENT
Attach this form to Joint Application for CAMA h. Projects that require a CAMA Major
Major Permit, For DCM-MP-L Be sure to Development Permit may also require a Stormwater
complete all other sections of the Joint Application Certification. Has a site development plan been
that relate to this proposed project. submitted to the Division of Environmental
Management for review?
a. Tv pe and number of buildin s, facilities. units or X Yes No
structures proposed 22 ; 38 duplex=l 30 dyes, date submitted
138 triplex; 2 small villa, 132 large villa;
90 condos; 1 restaurant, Beach Club & Mtg Roan
b. Number of lots or parcels
6% total units in 19 phases
c. Density (give the number of residential units and
the units pper acre) 696 residential units or 8.2
urritsJa=
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. ±6.8 acres
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? _ Yes X No
If yes, date submitted to be subdued to the
Town of man Isle Beach, NC
f. List the materials (such as marl. paver stone,
asphalt, or concrete ) to be used for paved
surfaces.
for ..4 ar fl ry. ' t„rfst _i l lR ys wqd
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 347-
Revised 03/45
Describe proposed method of sewage disposal-
Public- Sewer is available
j. Have the facilities described in Item 1. above
:Feceived state or local approval? Yes
(Attach appropriate documentation)
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Existing City t community,
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? FLD
Approved an , 1998.
Ozean e t tination Resort
Applicant Project Nrne,
�gnature
ate e

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1)_Commercial X Community Private
(2) Number_ 3
(3) Length 2(l'_-- - ---
(4) Width 6'
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X _ Yes _ _ No
(i) Number 3
(ii) Length 50'
(iii) Width 10
(7) Number of slips proposed rime
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body 70'± -
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts) none
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) none
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) none
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL,
or wetlands
Revised 03195
MAR 2 6 1998
DIVISION OF
COASTAL MAIgAGEMENT
e. Mooring buoys none
(1) Commercial _Community_ Private
(2) Number
(3) Description of buoy
(Color, inscription, size; anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlifL mooring pilings, etc.) none
(1) _Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Ocean Tale West Destination Resort
Applicant Project Name
Signature
_�/zs- -6 _
Date

Form DCti1-hiP-5
BRXIDG.IrES ANY
CULVERT'S
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge? -
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
.. bridge _..... ...
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
._..... . -.-Yes ._...-.. --No _..�...-._ .. _.
If yes, ....
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
Dt��1�7-z
MAR 2 6 1998 D
DIVISION OF
COASTAL MA14AGEMENT
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing ' or increasing the existing navigable
opening? - Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted -the U.S. Coast Guard
-concerning their approval? ---
If yes, please provide record of their action.
Revised 03195 - ... ., :., -

' Form DCNI-MP-S
j. Will the proposed culvert affect existing navigation
2. CULVERTS ial? Yes X No
f , explain
v ii
a. Water body in which culvert is to be p i W
Iiitei jnr — now tidal. Dons — see M A R 2 6 j 9 9
b. Number of culverts proposed 2 pl1/IS1()N (�
., ANA
c. Type of culvert (construction material, style)
3. EXCAVATION AND FILL
Box culvert - reinforces c,Q0Crete
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?,
d.
Will proposed culvert replace an existing bridge?
Yes X No upland exavatfm an
Yes _ X No
If yes, lagoons
If yes,
(1) Length of area to be excavated
(1) Length of existing bridge
(2) Width of area to be excavated
(2) Width of existing bridge
(3) Depth of area to be excavated
(3) Navigation clearance , underneath existing
(4) Amount of material to be excavated in cubic
bridge
yards
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
b. Will the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
e.
WiIl proposed culvert replace an existing culvert?
(1) Length of area to be excavated
Yes No
(2) Width of area to be excavated
If yes,
(3) Amount of material to be excavated in cubic
(1) Length of existing culvert
yards
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
c. Will the placement of the proposed bridge or culvert
the MHW or NWL - -
require any highground excavation?.
(4) Will all, or a part of, the existing culvert be
X Yes No
removed? (Explain)
If yes,
(1) Length of area to be excavated 40' ea
(2) ' W idth of area to be excavated 8' as
_ ..._..
'(3) Amount of be excavated in cubic
f.
Length of proposed culvert "" '
term
yards
--
40' x 8 x 10' (3' draft } 5' f 2' cu
g.
Width of proposed culvert 8' ea
d. If the placement of the bridge or culvert involves
any excavation; -please complete the following:
h. '
Height of the top of the proposed culvert above the
(1) Locatiau of the spoil disposal area
IigIW OC NWL . _. .. _ _.._. ..
Wca pie
arr site .
(2) Dimensions of spoil disposal area
i.'
Will the proposed culvert affect existing water flow?
N/A
�...__.__ . Yes �; No _
(3) Do you claim title to the disposal area?
If yes, explain
X Yes No
-If no, attach a letter granting permission from
;- : --- file owner. _
Revised 03/95

Fnrm DCM-NIP-5
(4) Will the disposal area be availablP�fi�r future b. WTI the proposed project require the relocation of
maintenance? Yes o M 2 6 199y-existing utility lines? Yes X No
(5) Does the disposal area include any C ION OF If yes, explain in detail
wetlands (marsh), SAVs, or oti er l�isE. MAIJAGE V4F= T - -- ---
Yes � No -
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed' below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. WilI the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
Coastal Wetlands _ SAVs Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. WilI the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, expplain in detail In process
with NCDt 401 certification program and
IS CTIF 404 -egg as way W •3 � ,; r�
Will the proposed project rewire the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes _ X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? all grading and erosion_
_control. per NCB -- Land Quality Section
requirements _
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? baddioe
NO
g. Will wetlands be crossed in transporting equipment
to project site? .Yes _x_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
(Lean Isle West Destination Reno
,tppkant Wrmjec* Nn4w-7
Ywaxture (�
Date
Revised 03/95

AEC HAZARD NOTICE
Project Is In An: Ocean Erodible Area High Hazard Flood Area
Date Lot Was Platted:
This notice is intended to make you, the applicant, aware
of the special risks and conditions associated with
development in this area, which is subject to natural
hazards such as storms, erosion and currents. The rules of
the Coastal Resources Commission require that you
receive an AEC Hazard Notice and acknowledge that
notice in writing before a permit for development can be
issued.
The Commission's rules on building standards, oceanfront
setbac 5andduneahterationaredesigned tominimize,but
not eliminate, property loss from hazards. By granting
permits, the Coastal Resources Commission does not
guarantee the safety of the development and assumes no
liability for future damage to the development.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual ocean
er ion rate for the area where your property is located is
feet per ,year.
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move as
much as3oa feet landward in a major storm,
flood waters in a major storm are predicted to be about
V� 4�3 feet deep in this area.
lireferred oceanfront protection measures are beach
7
nourishment and relocation of threatened structures.
Hard erosion control structures such as bulkheads,
seawalls, revetments, groins, jetties and breakwaters are
prohibited. Temporary devices, including sand bags, may
be allowed under certain conditions.
This structure shall be relocated or dismantled within two
years of becoming imminently threatened.
The applicant must acknowledge this information and
requirements by signing this notice in the below space.
Without the proper signature, the application will not be
comoleteA
Applicirrt's Si!fna rC
3
Date
Inlet Hazard Area
SPECIAL NOTE: This hazard notice is reyired for
development in areas subject to sudden and massive
storms and erosion. Permits issued for development in this
area expire on December 31 of the third year following the
year in which the permit was issued. Shortly before work
begins on the project site, the Local Permit Officer will
determine the vegetation line and setback distance at your
site. If the property has seen little change and the proposed
development can still *meet the setback requirement, the
L.PO will inform you that you may begin work. Itis impor-
tant that you check with tie LPO before the permit expires
for official approval to continue the work after the permit
has expired. Generally, if foundation pilings have been
placed and substantial progress is continuing, permit
renewal may not be necessarv. If substantial progress has
not been made, the permit must be renewed and a new
setback line established. It is unlawful to continue work
after permit expiration without this approval.
Fobr r ore informatioNcontact:
Local Pdfmft Officer
Ad r�ss
Locality
�'io-s-7�— 7d7a
Phone
- T, K1 T@� H'V�
[OAR 2 6 Taop
DIVISION OF
COASTAL MANAGEMENT
Revised 11193

•
•
SOIL BORINGS AND CHARACTERIZATION FOR.
• STORMWATER INFILTRATION SYSTEM
for the
OCEAN ISLE WEST DESTINATION RESORT
• 5W25 S80345-
•
•
PREPARED FOR
EAST COAST ENGINEERING COMPANY, P.A.
uo'KIMWATER
E C E I V E
NOV 0 2 1998
BY
LAND MANAGEMENT GROUP, INC.
P.O. Box 2522
• Wilmington, NC 28402
September 22, 1998
1

•
OCEAN ISLE WEST RESORT - SOIIIHYDROLOGY STUDY
3
Land Management Group, Inc. evaluated a parcel of land owned by LaDane and
• DeCarol Williamson, OCE-an Isle Beach, NC for suitability for stormwater runoff
disposal. North Carolina Department of Environmental, Health and Natural
Resources, Division of Environmental Management regulations (15 NCAC 2H .1008)
were used as guidelines in this evaluation.
•
The tract is bounded on the north side by the Intracoastal Waterway and on the south
side by SR 1144 and the Atlantic Ocean. It is bordered by a residential lots to the
east and west. The site presently contains no structures and is shown in Figure One.
•
The proposed stormwater plan will utilize an infiltration system as described under
Section 15A NCAC 2H .1008 (d) and meeting all requirements of this section. Item
(6) states "that soils must have a minimum hydraulic conductivity of 0.52 inches per
hour to be suitable for infiltration." Item (7) states that "Infiltration system must not be
sited on or in fill material, unless approved on a case -by -case basis under Paragraph
(h) of the Rule." Current design of the proposed will require the placement of fill on
some of the infiltration sites to meet the minimum separation to the seasonal high
water table.
•
The specific purpose of this study was to assess the soil characteristics and physical
properties of the 1) infiltration sites and 2) the soil material to be taken from the
excavation areas. Water cable monitoring during the winter season, soil borings and
• soil pits and hydraulic conductivity measurements have all been used to characterize
the natural soil material and the fill material which is to be excavated and placed
under the infiltration sites.
•
METHODOLOGY
Figure Two shows the locations of the excavation and infiltration borings installed in
• September, 1998. Borings consisted of open unlined bore holes installed using a
standard three and one-half inch soil auger to the shallow water table. Soil pits
examined soil profiles to a depth of eight feet but due to extremely unstable sidewalls,
only minimal soil profile data was collected below the existing water table. Soil
characteristics noted included horizons, depth, color, texture, transient water table, and
observed water tables.
•

•
OCEAN ISLE WEST RESORT - SOI!JHYDROLOGY STUDY
• Figure Three shows the location of water level monitoring wells installed in January,
1998. Standard auger descriptions were collected and WL40 water level monitoring
wells were installed to track vertical fluctuations in soil water. Depth to water was
determined using horizontal and vertical control on all borings provided by Tompkins
Surveying. We also collected rainfall data using a continuous WL20 rain gauge.
•
We utilized a regression statistic and ANOVA table to evaluate the water table and
elevation data set.
• Direct measurement of Soil Permeability using the shallow well pump -out test
C7
(Boersma, 1956). Shallow soil borings and analysis were performed according to
"Methods of Soil Analysis;" until steady-state equilibrium was achieved. Saturated
hydraulic conductivity or "Ksat" was computed using the following equation:
a
Ksat.--{4.63 r21[y(H + 10r)(2=y1H)]}(delta yldelta t).
Following purging of the wells, we measured permeability three times on the heaviest
horizon in five of the borings.
a DATA
Seasonal High Water Table:
The depth to the seasonal high water table is derived using a combination of empirical
and interpretive parameters. The measured data uses the water table monitoring
results and the appropriate rainfall analysis.
Appendix A shows the graph of the daily rainfall totals beginning in late December,
1997. Historical rainfall tc!4als by month were obtained from the North Carolina
Climatological Center, Raleigh, NC for Ocean Isle Beach, NC. Calculation of the
median quartiles allows fcr determination of normal rainfall conditions, as represented
by the two, bold lines.
Assessment of groundwater levels should be conducted when rainfall is within the
normal range. This corresponds to the period from January 2 through February 2,
1998. Appendix B shows the graphs of each well shown in Figure Three.
Corresponding statistics fcr the water levels during this period are also shown on each
• graph. Mean values are used to describe the depth to seasonal high water table.
C

OCEAN ISLE WEST RESORT - SOILIHYDROLOGY STUDY 5
Using the soil profile data collected in the monitoring wells and the soil borings and
pits we mapped the site using three groupings. Figure Four shows the grouping
across the site in twelve -inch increments. Small inclusions may exist within any given
delineation but are not large enough to map out.
9 Soil Physical Properties:
•
Physical characteristics are given in Appendix C for the soil borings and excavation
pits. Physical characteristics are given in Appendix D for the monitoring wells.
Statistical analysis shows good correlation of predicted seasonal high water table
elevation based on ground elevation. Appendix E shows the input data and the
computed test statistic for the regression. From this analysis, on this landscape,
seasonal water table elevation is predicted by the following equation:
D = 2.3 ft + 0.3(E),
where D is the predicted elevation of the normal seasonal high water
table and
E is the ground surface elevation.
Individual points for infiltrations basins can now utilize this equation to derive the
predicted level of the seasonal high water table.
40 Other physical characteristics from Appendices C and D are the texture and structure.
Virtually all sites have coarse, rounded sand with less than ten percent coarse
fragments in the profiles. This sediments have extremely high permeabilities.
. Results -of the K,,, determinations --and' statistical calculations are given In Appendix F.
The results of the tests show all locations to have permeabilities of 14.25 inches/hour
or greater for all replications for all sites.
DISCUSSION
•
The existing soil and fill is highly permeable and is fairly uniform across the site. The
natural soil is sandy as most barrier islands are. Existing fill on this tract is at least 15
years old according to existing aerial photographs.
•
The soil material in the areas of the soil pits is to be used during construction for the
41

•
OCEAN ISLE WEST RESORT - SOILlHYDROLOGY STUDY
6
elevation of the bottom of the infiltration basin to meet the two foot minimum to the
seasonal high water table. Permeability of this material is 14.25 inch/hour or greater
and should not change substantially during excavation and shaping_ Water table data
is predictable for any given site using the equation:
D = 2.3 ft + 0.3(E),
where D is the predicted elevation of the normal seasonal high water
table and
E is the ground surface elevation.
•
This allows the design of individual systems using material excavated onsite.
•
I•
I•
1•
1•
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WELL WELLS
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East Coast Engineering
Company, P.A.
P.O.Box 2869
No
Shallotte, North Carolina'_'8469
910.754.3029 (0) 910.754-3049 (Fax. SCALE 1 = 300'
OCEAN ISLE WEST Land Management Group, Inc. TOpO & W@II
EnWronmental Consultants
DESTINATION RESORT Wilmington, N.C. Location Map
FIGURE 3 SEPTEMBER 1998
0

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LEGEND: _
Estimated seasonal high water table
approx, 4.0 or higher
Estimated seasonal high water table
- approx. 3,0 to 4.0 ft
Estimated seasonal high water table
- approx.elevation 2.0 to 3.0 ft
■ Existing Water Bodies
approx. elevation 1.8 to 2.0 ft
SCALE 1" = 300'
Ocean Isle West Land Management Group, Inc. Depth to Seasonal
Environmental ConsuMants
FIGURE 4 Wilmington, N.C. High Water Table Map
September 21, 1998
9

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C7
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•
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•
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JOB NAME:
OCEAN ISLE WEST
DATE:
06/17/96
EWT
HOLE
HORIZON.DEPTH
COLOR
TEXTURE
STRUCTURE
OWT
61
A
+0-3
10YR 312
S-LS
Single -Grained
E
+3-10
10YR 413
LS
Sin ie-Grained
C
10-24
10YR 4/3 & 5/6
S-LS
Sin le -Grained
22/26
CG1
24-33+
10YR 4/2
S-LS
Single -Grained
BTDTS
62
A
+0-2
10YR 312 & 7/1
S-LS
Sin ie-Grained
C
+2-33
10YR 512
S
Sin le -Grained
CG
33-45
10YR 4/2
LS
Single -Grained
15/20
BTDTS
B3
A
+0-3
10YR 4/2
S-LS
Single -Grained
Cl
+3-33
10YR 512
S
Sin le -Grained
C2
33-50
10YR 4/2
LS
Sin le -Grained
33144
CG1
50-65+ 15Y
5/1
LS
Sin le -Grained
BTDTS
B4
A
+0-3
10YR 4/2
S-LS
Single -Grained
Cl
+3-33
10YR 5/2
S
Single -Grained
C2
33-48
10YR 4/2
LS
Sin le -Grained
33/46
CG1
48-65+
15Y 5/1
LS/SL
Single -Grained
BTDTS
B4A
A
+0-3
10YR 4/2
S-LS
Single -Grained
Cl
+3-33
10YR 5/2
S
Single -Grained
C2
33-48
10YR 412
LS
Single -Grained
33/46
CG1
48-65+
5Y 5/1
LSISL
Single -Grained
BTDTS
B5
A
+0-3
10YR 412
S-LS
Sin le -Grained
C1
+3-33
10YR 5/2
S
Single -Grained
C2
33-48
10YR 4/2
LS
Single -Grained
33/46
CG1
48-65+
15Y 5/1
LSISL
Single -Grained
BTDTS
B-5A
A
0-2
10YR 3/3
fine sand
Sin le -Grained
Cl
2-10
10YR 5/4
sand
Single -Grained
C2
10-28
10YR 7/3
sand
Sin le -Grained
C
28-45
10YR 612
sand
Sin le -Grained
20122
B6
A
0-2
10YR 312 & 7/1
S-LS
Single -Grained
C
2-31
10YR 5/2
S
Single -Grained
CG
31-39+
10YR 4/2
LS
Single -Grained
15120
BTDTS
B7
A
0-4
10YR 3/2 & 7/1
S-LS
Sin le -Grained
C
4-22
10YR 6/2
S
Sin le -Grained
CG1
22-39
10YR 5/2
S
Single -Grained
CG2
39-60
10YR 4/2
S
Single -Grained
•

C7
0
•
•
•
CG3
60-87
2.5Y N6
S
Single -Grained
22/28
BTDTS
B8
C1
0-42
10YR 5/2
S
Single -Grained
C2
+42-69
10YR 4/2
S
Single -Grained
CG1
69-81
2.5Y N5
S/LS
Single -Grained
30140
CG2
81-92
2.5Y N6
S
Single -Grained,
BTDTS
WI COARSE SHELL FRAGMENTS
B9
Al
+0-1
10YR 8/1
S-LS
Single -Grained
C
+1-28
10YR 612
S
Single -Grained
C2
28-41
10YR 4/3 & 7/1
S-LS
Sin le -Grained
41/55
CG
41-65+
10YR 4/2
S-LS
Single -Grained
10YR 6/6 MOTTLES
BTDTS
B-10
C1
0-6
10YR 6/3
sand
Single -Grained
C2
6-25
10YR 6/3
sand
Single -Grained
Cg
25-40
2.5Y N5
sand
Single -Grained
15/17
BTDTS
B-11
A
0-2
10YR 313
fine sand
Single -Grained
C1
2-12
10YR 6/4
sand
Sin le -Grained
C 1
12-36
10YR 5/2
sand
Single -Grained
C 2
36-45
2.5Y N5
sand
Single -Grained
14/16
BTDTS
B8
C1
0-42
10YR 512
S
Single -Grained
C2
+42-69
10YR 4/2
S
Sin le -Grained
CG1
69-81
2.5Y N5
SILS
Single -Grained
30/40
CG2
81-92
2.5Y N6
S
Single -Grained
BTDTS
B-12A
A
0-6
10YR 4/3
fine sand
Single -Grained
C1
6-30
10YR 7/3
sand
Single -Grained
C2
30-48
10YR 6/3
sand
Single -Grained
C3
48-65
10YR 5/3
sand
Single -Grained
>55/none
BTDTS
B-13
A
0-4
10YR 4/3
fine sand
Single -Grained
Cg
4-40
10YR 5/2
sand
Single -Grained
6/8
BTDTS
B-14
Fill
0-5
10YR 4/3
loamy -sand
Single -Grained,
Fill
5-8
10YR 6/6
scl
uban ular block
A
8-15
10YR 4/3
fine sand
Sing[ e-Grained
C1
15-25
10YR 7/3
loamy -sand
Single -Grained
C2
25-32
10YR 7/4
loamy -sand
Sin le -Grained
C3
32-60
10YR 5/3
sand
Single -Grained
31/33
BTDTS
B-15
A
0-1
10YR 3/3
Fine sand
Single -Grained
C1
1-18
10YR 6/3
sand
Sin le -Grained
C2
18-50
10YR 5/3
sand
Single -Grained
18/20
BTDTS
B-16
C1
j 0-6
10YR 6/3
Sand
Single -Grained,

•
0
0
0
0
•
•
L
C2
6-25
10YR 6/4
Sand Single -Grained
Cg
25-40
2.5Y N5
Sand Single -Grained
30/32
BTDTS
B-17
A
0-1
10YR 3/3
fine sand Single -Grained
C1
1-18
10YR 6/3
sand Single -Grained
C2
18-45
10YR 5/3
sand Sin le -Grained
Cg
45-60
2.5Y N5
sand Single -Grained
18/20
BTDTS
B-18
C1
0-60
10YR 6/3
sand Single -Grained
C2
60-65
10YR 513
sand Single -Grained
60/NONE
BTDTS
B-19
C1
0-10
10YR 7/3
sand Single -Grained
C2
10-40
10YR 6/3
sand Single -Grained
C3
40-58
10YR 5/3
sand Single -Grained
C4
58-65
10YR 4/3
sand Single -Grained
48/50
BTDTS
B-20
C1
0-10
10YR 7/3
sand Single -Grained
C2
10-20
10YR 6/3
sand Single -Grained
C3
20-50
10YR 5/3
sand Single -Grained
26/28
BTDTS
621A
A
-1
10YR 3/2 & 7/1
S Single -Grained
C1
-22
10YR 7/2
S Single -Grained
C2
24-36
10YR 4/2
LS Single -Grained
26/36
C3
36-48+
10YR 6/3
Single -Grained
10YR 5/6 MOTTLES
S/LS
BTDTS
B21 B
FILL
0-8
10YR 3/2 &6/8
SCL
A
-1
10YR 4/2
S Single -Grained
C1
-25
10YR 5/2
S Sin le -Grained
C2
28-42+
10YR 4/2
S Single -Grained
28/36
BTDTS
B22
C1
0-60
10YR 612
S Sin le -Grained
C2
60-75+
10YR 5/2
S Single -Grained
60/75+
B23
FILL1
+0-4
10YR 3/1&10YR 8/1
S-LS Single -Grained
FILL2
+4-14
10YR 5/4
LS Sinale-Grained
A
14-17
10YR 4/3 & 7/1
S-LS Single -Grained
28/30
E
17-28
10YR 4/2
S-LS Single -Grained
10YR 6/6 MOTTLES
CG1
28-48
10YR 4/2
S/LS Single -Grained
CG2
48-74
2.5Y N5
S/LS Single -Grained
CG3
74-94
2.5Y N6
S Single -Grained
BTDTS
WI COARSE SMELL FRAGMENTS
B24
A
0-1
10YR 3/2
LS Single -Grained
BW
1-6
10YR 5/3
S Single -Grained
C1
+6-26
10YR 6/2
S Single -Grained
12/08
BTDTS

O
O
O
O
L
O
O
L
O
•
B25
A
+0-3
10YR 3/2 & 711
S-LS
Single -Grained
E
+3-15
1 OYR 4/3
LS
Single -Grained
C
15-29
1 OYR 4/3 & 5/6
S-LS
Single -Grained
22/24
CG1
29-50
10YR 4/2
S-LS
Single -Grained
CG2
50-74
1OYR 4/2
S1LS
Single -Grained
CG3
74-96
2.5Y N5
S
Single -Grained
B26
A
+0-3
10YR 3/2 & 7/1
S-LS
Single -Grained
E
+3-10
1 OYR 413
LS
Single -Grained
C
10-24
1 OYR 4/3 & 5/6
S-LS
Single -Grained
22/24
CGII
24-45
1OYR 4/2
S-LS
Single -Grained
CG2
45-74
1OYR 4/2
S/LS
Single -Grained
CG3
74-96
2.5Y N5
S
Single -Grained
627
A
+0-3
1OYR 3/2
S-LS
Sin le -Grained
E
+3-10
1 OYR 4/3
LS
Single -Grained
C
10-24
1 OYR 413 & 516
S-LS
Sin le -Grained
22/24
CG1
24-45
1OYR 4/2
S-LS
Single -Grained
CG2
45-74
1OYR 412
S1LS
Single -Grained
CG3
74-96
2.5Y N5
S
Sin le -Grained
B28
C1
0-60
1OYR 6/2
S
Single -Grained
C2
60-69
1 OYR 5/2
S
Single -Grained
Sin le -Grained
CG1
69-84
2.5Y N5
S/LS
Single -Grained
60/64
CG2
84-108
2.5Y N6
S
Sin le -Grained
BTDTS
W! COARSE SHELL FRAGMENTS
NOTES:
1. EWT/OWT means estimated/observed de th to wafer
table
2. STDTS means boring terminated due to slou h.
3. All soil dedscOption nomenclature taken from Soil Survey Manual and Soil Taxonomy.
0

Ocean Isle West
WELL LOGS FROM FIGURE THREE
•
0
•
•
r,
•
•
�7
Hole #
Horizon
Depth
Color
Texture
Structure
OWT
EWT
1
C1
0-50
10YR 7/2
Sand
Sin le -Grained
None
> 50in
2
C1
0-27
10YR 7/2
Sand
Single -Grained
Boring Terminated
C2
27-50
10YR 6/3
Sand
Single -Grained
28 in
26 in
Due to Slough
3
C1
0-50
10YR 7/2
Sand
Single -Grained
None
> 50 in
4
C1
0-15
10YR 7/4
Sand
Single -Grained
C2
15-50
10YR 6/3
Sand
Single -Grained
None
> 50 in
5
C1
0-30
10YR 7/2
Sand
Single -Grained
Borina Terminated
C2
30-50
10YR 613
Sand
Single -Grained
32 in
30 in
Due to Slough
6
C1
0-8
10YR 7/3
Sand
Single -Grained
C2
8-37
10YR 7/2
Sand
Sin le -Grained
Borina Terminated
C3
37-50
10YR 613
Sand
Single -Grained
40 in
38 in
Due to Slough
7
A
0-2
10YR,3/1
Loamy sand
Granular
C1
2-8
10YR 6/4
Sand
Single -Grained
C2
8=12
10YR 713
Sand
Sin Ie�Grained
Borina Terminated
C3
12-40
10YR 6/2
Sand
Sin le -Grained
25 in
25 in
Due to Slou h
8
C1
0-30
10YR 712
Sand
Single -Grained
Boring Terminated
C2
30-50
10YR 612
' Sand
Single -Grained
30in
30 in
Due to Slough
9
C1
0-50
10YR 7/3
Sand
Single -Grained
None
>50 in
10
C1
0-10
10YR 7/3
Sand
Single -Grained
C2
10-45
10YR 7/2
Sand
Single -Grained
Boring Terminated
C3
45-50
10YR 613
Sand
Single -Grained
46 in
45 in
Due to Slough
11
C1
0-44
10YR 713
Sand
Single -Grained
Boring Terminated
C2
44-50
10YR 6/3
Sand
Sin le -Grained
45 in
44 in
Due to Slough_._
12
C1
0-10
1 10YR 7/3
Sand
Single -Grained
C2
10-38
10YR 7/2
Sand
Single -Grained
Boring Terminated
C3
38-50
10YR 6/3
Sand
Sin le -Grained
39 in
38 in
Due to Slough
13
C1
0-37
10YR 713
Sand
Sin le -Grained
Boring Terminated
C2
37-50
10YR 6/3
Sand
Single -Grained
38 in
37 in
Due to Slough
14
A
0-10
10YR 413
Sandy loam
Granular
C1
10-20
10YR 5/3
Sand
Single -Grained
C2
20-50
10YR 7/21
Sand
Single -Grained
None
>50 in
11

• Ocean Isle West
•
•
•
•
�7
•
•
•
Hole #
Horizon
Depth
Color
Texture
Structure
OWT
BWT
1
C1
0-50
10YR 712
Sand
Sin le -Grained
None
> 50in
2
C1
0-27
10YR 7/2
Sand
Single -Grained
Boring Terminated
C2
27-50
10YR 613
Sand
Single -Grained
28 in
26 in
Due to Slough
3
C1
0-50
10YR 7/2
Sand
Single -Grained
None
> 50 in
4
C1
0-15
10YR 714
Sand
Single -Grained
C2
15-50
10YR 613
Sand
Sin le -Grained
None
> 50 in
5
C1.
0-30
10YR 7/2.
Sand
Single -Grained
Boring Terminated
C2
30-50
10YR 6/3
Sand
Sin le -Grained
32 in
30 in
Due to Slough
6
C1
0-8
10YR 713
Sand
Sin le -Grained
C2
8-37
10YR 7/2
Sand
Single -Grained
Bari Terminated
C3
37-50
10YR 6/3
Sand
Single -Grained
40 in
38 in
Due to Slough
7
A
0-2
10YR:3/1
Loamy sand
Granular
C1
2-8
10YR 6/4
Sand
Sin ie-Grained
C2
8=12
10YR 7/3
Sand
Single -Grained
Boring Terminated
C3
12-40
10YR 6/2
Sand
Sin le -Gained
25 in
25 in
Due to Slou h
8
C1
0-30
10YR 7/2
Sand
Single -Grained
Boring Terminated
02
30-50
10YR 612
' Sand
Single -Grained
30in
30 in
Due to Slough
9
C1
0-50
10YR 7/3
Sand
Single -Grained
None
>50 in
10
C1
0-10
10YR 7/3
Sand
Single -Grained
C2
10-45
10YR 7/2
Sand
Single -Grained
Boring Terminated
C3
45-50
10YR 6/3
Sand
Single -Grained-
46 in
45 in
Due to Slough
11
C1
0-44
10YR 713
Sand
Single -Grained
Boring Terminated
C2
44-50
10YR 6/3
Sand
Single -Grained
45 in
44 in
Due to Slou h
12
C1
0-10
10YR 7/3
Sand
Single -Grained
C2
10-38
10YR 7/2
i Sand
Single -Grained
Boring Terminated
C3
38-50
10YR 6/3
i Sand
Sin le -Grained
39 in
38 in
Due to Slou h
13
C1
0-37
10YR 713
Sand
Sin le -Grained
Boring Terminated
C2
37-50
10YR 613
Sand
Single -Grained
38 in
37 in
Due to Slough
14
A
0-10
10YR 4/3
Sandy loam
Granular
C1
10-20
10YR 5/3
Sand
Sind le -Grained
C2
20-50
10YR 7/2
Sand
Single -Grained
None
>50 in
r:

L
0
0
O
0
0
0
r.
u
Standard Error -

•
4
OCEAN ISLE WEST DESTINATION
-RESORT
Well Pumo
Out Test
Results:
'Ksat
Rep
Ksat
Bonin .#
Rep #
dl/d ,
f#/sec
Ave..
in/hr
B22....
1
0.01.1.
0:000389
B22_
2
0.008.0:000283.
"0.0003
14.25.
B22..
3
0.009.
0.000318
B1.
4
0.01.1-
0.000389
B1
5
0.012
0.000424
0:0004
19.34
131
6
0.015
0.00053
B7
7
0.016
0:000565
B7
8
0.015
0:00053
0:0006
24.43
B7
9
0.017
0:000601
612
10
0.009
0-.000318
B t2-
11
0.008
0.000283,
0:0003
14- 25
B12-
12
0.011
.0:000385
1310-
13
0.010'
_0:000353"
810"
14
0.011
'.0:OOD385
0:0004'
1"5.2?
1.p
.15
0.009
-0;000315